3'^ aanvraagnnj^i .?olll **tt«r J^~ P p o i ' ^ - en woningtoezich Nieuwegein

/#^T^

JtuytffEilEiSiEPIlfJF

**tt«r J^~

DAMSTEEGT

B.V.*

frond-, we§- fÜ waterboiiw Bazeldijk86 4231 ZE Meerkerk

Tel: 0183-59027 Fax: 0183-59028 www.damsteegtwaterwerken.ni ïnfo(S> damsteegtwaterwerken.nl

osrvcort oii onsi van: / ;--' ■K'-V i r e . i r« / i

Project onderdeel:

Berekening composietbrugdek 40mm

Onderwerp:

Brugdek 40mm

Revisie;

01

Datum:

22-02-2011

Opgesteld door:

G.H. Siereveld

Vrijgegeven door: G.M. Damsteegt

P p o i ' ^ - en woningtoezich Nieuwegein ~~X->^ ,i aanvraagnnjî

ichC-

ingekomen | S gezien

]

ax--^

/3'^

.?olll

Berekening nummer: RB013-11

RB 013-11, Berekening composietbrugdek 40mm

Inhoud

2

Normbladen, voorschriften en tabellen

3

Algemene gegevens

3

Rekengegevens

,

3

Geometrische gegevens

4

Mechanische gegevens

5

Belastinggegevens

5

Berekening belasting gevallen

6

Doorbuiging eisen

6

Sterkte eisen

6

Constructieve toetsing paneel Bijlagen

7 8


NornsMadea, voorschriften en tabellen NEN 6702 NEN 6706 CUR-aanbeveling 96

TGB 1990 Belastingen en vervormingen TGB 1990 Verkeersbelastingen op bruggen Vezelversterkte kunststoffen in civiele draagconstructies

Algemene gegevens Dit rapport is gebaseerd op bijgevoegde test, de waarden die uit de test zijn gekomen, worden gebruikt als uitgangspunt voor de berekening.

Rekengegeveas Bouwwerkaanduiding Veiligheidsklasse Referentieperiode gebruiksfase

Composiet brugdek 3 50 jaar

Overige gegevens zijn te halen uit het hoofdstuk 'belasting gegevens'.

(.. J


Geometrische gege¥ens

_„.

ir

n

ii

„s

,„

ii 113

„,. .,„,,„,„„—

O

Breedte

: 499.5 mm

Hoogte

:40

mm

Aantal ribben

:11

stuks

H.o.h. afstand tussen de ribben

:50

mm

Doorsnede oppervlak

:5285 mm2

Afschuifoppervlak (wieldruk 250x250) : 2504 mm2 Lineair traagheidsmoment

: 1025299 mm 4

Weerstandsmoment

: 39771 mm3

Gewicht paneel(incl. slijtlaag)

: 30 kg/m2

J i^

1

II"*% ifi

t

i

if

1ï •

4

L X .— i


lechanische gegevens Elasticiteitsmodules Buigspanning Afschuifspanning

(Eb,kar) (ot>,kar) (tmin)

Brugdekprofiel 500x40 20389 258 10

Eenheid N/mm2 N/mm2 N/mm2

De mechanische eigenschappen zijn afgeleid van de uitgevoerde testen.

Belasting gegevens Permanente belastingen Het gewicht van het paneel zelf, is de enige aanwezige permanente belasting. Deze bedraagt: 30 kg/m2 Veranderlijke belastingen Personen De karakteristieke waarde van de gelijkmatig verdeelde belasting bedraagt volgens NEN6706: 5 kN/m2 Geconcentreerde belasting Vrij te plaatsen puntlast van 7 kN op een oppervlak van lOOxlOOmm. Mobiele belasting Er wordt rekening gehouden met het diensvoertuig uit de NEN6706. De configuratie is hieronder weergegeven in tabelvorm. Specificatie voortuig Dienstvoertuig

H.O.H, afstand tussen de assen in m. 3m

Spoor breedte

Belasting vooras

Belasting achteras

Contact oppervlak in ml

1.75 m

25 kN

25 kN

0.25 x 0.25


Berekening belasting gevallen Dflsortaïgfftg alsem Voor de doorbuiging gelden de volgende verplaatsingen aangrijpend in het midden van het dek bij een overspanning van lOOOmm. Bij L/200:

5mm

Bij L/250:

4mm

Bij L/300:

3.3mm

Bij L/400:

2.5mm

Bij L/500:

2.0mm

Sterkte eisen De situaties worden conform de 6706 par: 8.2.1.2. beoordeeld. Bij deze situatie geldt een veiligheidsfactor van y=1.5.

q*b*lz*y

Mmax =-

8

q*b*l*y

Vmax =

_

5*0.5*12*1.5

=

8

„ ._. ..

= 0.47kNm

5*0.5*1*1.5

„ _„.

-

= 1.88kN

=

x,

Geconcentreerde heïasüng F*l*y

Mmax = — 4

F*l*y

7*1*1.5

7*0.025*1.5

-*■ = 2

»

rI

»,

= 2.5kNm 4

2

Vmax = 0.95*F*y = 0.95*7*1.5 = lOkN

Mobiele belasting F*l*y

Mmax = — 4

F*l*y

12.5*1*1.5

12.5*0.0625*1.5

-r- = 2

. „, „

= 4.1kNm 4

2

Vmax = 0.875*F„* y = 0.875*12.5*1.5 = 16.4kN


Constructieve toetsing paneel Moment, dwarskracht, drukkracht en doorbuiging toetsing. Het paneel heeft een moment capaciteit van: Wy* ob,kar = 39771*258 = 10.26 kNm Het paneel heeft een totale minimale dwarskracht capaciteit van: A* tmin = 5285*10 = 52.85 kN Het paneel heeft een minimale dwarskracht capaciteit bij wielbelasting van: As*Tmin = 2504*10 = 25.04 kN Lo=1000mm bij voetgangersbelasting 5*Q*L4

s=—s— =

384*E*I

5*2.5*1000* 384*20389*1025299

. =

P

,

. „.._

i.56mm = L/642

Bepalen Lo bij voetgangersbelasting met eis L/250 ,384*E*KA1

V

,384*20389*1025299.-1

)A- = (

Lo=(

5*Q*250'

3

v

A

„__

) A - = 1370mm

5*2.5*250

J

3

Lo=600mm bij belasting van het dienstvoertuig 5*Q*L4

s=

-

5*50*6004

„ -

=

384*E*I*1.858

. ,_._

. .

.

= 2.5mm = L/242 acceptabe K

384*20389*1025299*1.627

Lo=700mm bij belasting van het dienstvoertuig s=

—

384*E*I*1.858

=

r

— = 4.02mm = L/174 bij incidentele belasting acceptabel

384*20389*1025299*1.858

'

ö

f

RB 013-11, Berekening composietbrugdek 40mm «Haffen

NMEMERSBEDRUF DAMSTEEG! B*V, M-, Wi

■ tn waterlioww Bazetdijk86 4231 ZE Meerkerk

Tel: 0183-59027 Fax: 0183-59028 www.damsteegtwaterwerken.nl [email protected]

Project onderdeel:

Test composietbrugdek 40mm

Onderwerp:

Brugdek 40mm

Revisie:

01

Datum:

17-03-2011

Opgesteld door:

G .H. Siereveld

Vrijgegeven door: G .M. Damsteegt

Berekening nummer: RB013-ll-bl

RB 013-11, Test composietbrugdek 40mm

Inhoud

2

Monsters

3

Buigproeven

3

Drukproeven

5


Aantal 3 (proefstuk 1,2,3 voor de driepuntsbuigproeven) 2(proefstuk 1,2 voor de drukproeven)

Afmetingen 650x500x40mm 200x500x40mm

Bepaling buigsterkte en buigmadules volgens ENiSO 14125 Testopstelling

250

250 500

•4

Afmetingen drukoppervlak:

m~

lijnbelasting over 500mm

Driepuntsbuigproef met proefstuk 1 F(kN)

Doorbuiging (mm)

18.75 37.5 56.25 75

4.1 6 7.7 8

rj bij breuk(bij Fmax) (N/mm2) 342

E-modules 23812

Fmax = 108.75 Driepuntsbuigproel' met proefstuk 2 F(kN)

Doorbuiging (mm)

18.75 37.5 56.25 75

4.7 6 8.1 10.1

Fmax = 107.25

a bij breuk(bij Fmax) (N/mm2) 337

E-modules 18861

RB 013-11, Test composietbrugdek 40mm Driepuntsbuigproef met proefstuk 3 F(kN)

Doorbuiging (mm)

18.75 37.5 56.25 75

4.3 6.2 8.1 10.3

G bij breuk(bij Fmax) (N/mm2) 328

E-modules 18495

Fmax = 104.25

Bepaling toelaatbare buigspannmg Gemiddelde breukspanning Standaard afwijking Rekenwaarde incl. Partiële materiaalfactor van 1.3 (CUR-aanbeveling 96) Rekenwaarde voor o

336 N/mm2 7 N/mm2 336/1.3 = 258 N/mm2 258 N/mm2

Bepaling huigmodules Volgens onderstaande formule is de elasticiteitsmodules bepaald E=

F*L 3 48*S*I

De gemiddelde E-modules is 20389 N/mm2


Drukproeven Bepaling dmksierkte volgens EN iSÖ Ï412S Testopstelling 131

ib

95

d

3

CJ

Afmetingen drukoppervlak:

L

95x75mm

Testresultaten Drukproef met proefstuk 1 F(kN)

Waarnemingen

16 32 45 50

Geen problemen Geen problemen Geen problemen Inwendige breukjes

Max drukkracht per rib 28 kN

Fmax = 56.25 Drukproef met proefstuk 2

'-S

F(kN)

Waarnemingen

16 32 45 50

Geen problemen Geen problemen Geen problemen Inwendige breukjes

Max drukkracht per rib 28.8 kN

Fmax = 57.6

Rekenwaarde incl. Partiële materiaalfactor van 1.3 (CUR-aanbeveling96) Maximale druksterkte per rib bedraagt 28/1.3= 22.15 kN

Bepaling toelaatbare af schuif spanning Er zijn geen specifieke proeven gedaan om de maximale toelaatbare schuifspanning te bepalen. Omdat deze over het algemeen bij gewenste belasting situaties niet kritisch is. Wel kunnen we op basis van de driepuntsbuigproeven afleiden dat het paneel de belasting bij breuk met gemak aankan qua schuifspanning hieruit volgt de volgende formule: T = F/A = 104.25*103*0.5/5285 » 10 N/mm2.

AANNEMERSBEDRIJF DAMSÏEEGT ELY. grond-, wt§* en wtiterbotiw Bazeldijk 86 4231 ZE Meerkerk

Tel: 0183-59027 Fax: 0183-59028

B e h e e r t t>y brief vart: hoofd Djuuârpts Ontwitótöhnt.

www.damsteegtwaterwerken.nl [email protected]

CJ.CL:/..

Project naam:

Brug Doorslag Nieuwegein

Opdrachtgever:

Gemeente Nieuwegein

Contactpersoon:

F. Moenne

Telefoonnummer:

030-6071829

Project nummer:

11.202

Project onderdeel:

Constructie berekeningen

Onderwerp:

Berekeningen Brug Doorslag

Revisie:

01

Datum:

18-05-2011 r~7Z**i- er \

Opgesteld door:

G.H. Siereveld

Vrijgegeven door:

G.M. Damsteegt

__ -—i;2^^r'

aanvraagnM

,0.0- __, *""^

~—

w — *

J

Berekening nummer: RB029-11

i

RB029-11, Gemeente Nieuwegein, Brug Doorslag, 11.202

Inhoud

2

Normbladen, voorschriften en tabellen

3

Algemene gegevens

3

Rekengegevens

3

Belastins

4

Berekening belastinggevallen

5

Vakwerk 20.5m overspanning

5

Juk l(tussen steunpunt 20.5m-8.5m vakwerk)

5

Eind bordes

6

Fundering

7

Detail berekeningen

7

Bijlagen Bijlage 1 Bijlage 2 Bijlage 3 Bijlage 4 Bijlage 5 Bijlage 6


Fsctirifteii en tabellen NEN 6702 NEN 6706 NEN 6770 NEN 6771 NEN 6772 NEN 6720 NEN 6760 NEN 6740-6744

TGB 1990 Belastingen en vervormingen TGB 1990 Verkeersbelastingen op bruggen TGB 1990 Staalconstructies - basiseisen en basisrekenregels TGB 1990 Staalconstructies - stabiliteit TGB 1990 Staalconstructies-verbindingen TGB 1990 Voorschriften Beton (VBC 1995) TGB 1990 Houtconstructies - Basiseisen en bepalingsmethoden TGB 1990 Geotechniek - Basiseisen en belastingen

Algemene gegevens Rekengegevens Bouwwerkaanduiding Toog Veiligheidsklasse Referentieperiode gebruiksfase

Brug 150 mm 3 50 jaar

Staal Kokerstaai kwaliteit Balkstaal kwaliteit Boutkwaliteit Ankerkwaliteit

S355 S235 8.8 4.6 en 8.8

Hout Houtkwaliteit Klimaatklasse

D50

Overige gegevens zijn te halen uit het hoofdstuk 'Belasting en geometrische gegevens.

Berekeningen brug Doorslag te Nieuwegein

Pagina 3


Geometrie brug Lengte brug Grootste vrije overspanning Brug breedte Opleggingen (h.o.h.) Ligger Dek Landhoofd constructies Palen

38.5 m l 20.5 m l 2 ml 2.lm, 2.5m, 8.45m, 20.5m, 2.5m, 2.1m 2 stuks composiet dek 40mm 600x500mm(drsn.) Prefab betonpalen 220x220

Permanente belastingen Brug Gewicht dek (incl. slijtlaag) = 0.3 kN/m2 Overige belastingen worden door het computerprogramma gegenereerd. Veranderlijke belastingen

De karakteristieke waarde van de gelijkmatig verdeelde dekbelasting(verticaal) bedraagt 4.38 kN/m2. (conform de NEN 6706) gerekend wordt met 5 kN/m2. De karakteristieke waarde van de gelijkmatig verdeelde dekbelasting(horizontaal in langsrichting) bedraagt 0.5 kN/m2. (conform de NEN 6706) De karakteristieke waarde van de gelijkmatig verdeelde leuningbelasting bedraagt 3kN/ml. (conform de NEN 6706) Windbelasting conform de NEN 6702.

Toelichting Van de geometrische situatie is een VLS gemaakt. Op basis van deze VLS wordt de constructie verder uitgewerkt. In de tekening 11.202J31 zijn alle relevante details uitgewerkt.


Pagina 4


Berekening belasting gevallen Vakwerk 2Ö»5m overspanning Toelichting Om praktische redenen is het doorrekenen gebaseerd op een overspanning van 20.8m. De te realiseren situatie kent dus lagere staafreacties. Omdat bij de te realiseren trappen en de overspanning van 8.5ml hetzelfde vakwerk wordt toegepast, is het specifiek doorrekenen hiervan overbodig. En kan op basis van volgende berekening geconcludeerd worden dat de overige situaties ook voldoen. Permanente belasting Fr dek = 1.25*0.3 Houten betimmering leuning =

0.375 kN/ml(0.4) 0.3 kN/ml

Veranderlijke belasting Fr dek belasting door personen (verticaal)= 1.25*5 6.25 kN/ml Fr dek belasting door personen (horizontaal in langsrichting)= 1.25*0.5 0.625 kN/ml(0.7) Fr leuning belasting door personen (horizontaal in dwarssrichting) = 3 kN/ml Fr leuning windbelasting = Cdim * Cindex * pw*A = 0.96*(0.8+0.4)*0.46*(0.7) 0.37 kN/ml (0.4) De U.C.'s op sterkte zijn in bijlage 1 opgenomen. Om de beknoptheid van dit rapport te handhaven zijn knoopkrachten en de sterkte berekeningen in een apart rapport (RB029-11 bllOl) opgenomen. Ook zijn de verplaatsingen in bijlage 1 opgenomen. De volgende toelichting hierover: Utoelaatbaar= L/250 = 2 0 8 0 0 / 2 5 0 = 83.2 m m Uoptredend = L/485 = 2 0 8 0 0 / 4 8 5 = 42.9 m m

Volgens de NEN 6702 mag, i.p.v. de doorbuiging t.g.v. de permanente belasting, een toog in rekening worden gebracht. Dan wordt de bijkomende doorbuiging 20800/(42.9-10.3) = 638 dus L/638< L/333 flik l{tiisseH steunpunt 2Ö„5m-8,5m vakwerk} Permanente belasting Eigen gewicht brug constructie 20.5ml HE120A KK200/100/10 KK80/8 RIOOxlO Totaal massa

37,400 m Massa = 743,843 41,600 m Massa = 1.688,576 139,014 m Massa = 2.274,455 27,247 m Massa = 213,889 4.920,763 kg


Pagina 5

RB029-11, Gemeente Nieuwegein, Brug Doorslag, 11.202 Totale verticale belasting van de staal constructie op het juk bedraagt: (4921*0.01/20.5)*((0.5*20.5)+(0.5*8.5)) 34.8 kN Totale verticale belasting van het gewicht composiet dek op het juk bedraagt: (0.3*0.5*20.5*2)+(0.3*0.5*8.5*2) 8.7 kN FreP= 0.5*(34.8+8.7)

21.75 kN

Veranderlijke belasting Fr dek belasting door personen (verticaal)= (5*0.5*20.5*2)+(5*0.5*8.5*2)

145 kN

Frep = 0.5*145

72.5 kN

Fr leuning belasting door personen = 3*((0.5*20.5)+(0.5*8.5)) =

43.5 kN

Fr leuning windbelasting = (0.4+0.4)*((0.5*20.5)+(0.5*8.5)) =

11.6 kN

Frep = 43.5+11.6

55.1 kN

De positieve oplegreactie wordt meegenomen in de ankerberekening. De toetsingen op sterkte zijn in bijlage 2 opgenomen.

Eind bordes Toelichting Er worden 2 eindbordessen toegepast. Hiervan wordt bordes BI (zie VLS) doorgerekend omdat: 1. Deze constructie hoger is. (breedte en lengte gelijk) 2. De trap die haaks op de brug staat, langer is, en dus meer belasting wordt toegekend. Er wordt er vanuit gegaan dat alle horizontale belastingen in deze constructie worden opgenomen, exclusief horizontaal belastingen in dwarsrichting. Factor V3 wordt toegepast om eventueel binnen de grenzen van de factor V3 de geometrie van de trappen te kunnen aanpassen. Permanente belasting Fr gewicht trap(Tl) (verticaal en horizontaal in dwarsrichting) = (((49.21/20.5)*11)/2*2.1)*V3 Fr gewicht trap(T2) (verticaal en horizontaal in dwarsrichting) = (((49.21/20.5)*2.5)/2*2.2)*V3

2.6 kN/ml (3) 0.95 kN/ml (1)

Veranderlijke belasting Fr dek belasting door personen (horizontaal in langsrichting)= (40*0.5*2)/2.2 Fr dek belasting door personen (door trapconstructie(Tl)) Horizontale component = ((11*2*5)/2*2.1)*V3


18.2 kN/ml(20) 45.4 kN/ml(46)

Pagina 6

RB029-11, Gemeente Nieuwegein, Brug Doorslag, 11,202 Verticale component = ((11*2*5)/4*2.1)*V3 22.7 kN/ml(25) Fr dek belasting door personen (horizontaal in dwarsrichting(Tl))=0.5*ll*2/2.15.2 kN/ml(6) Fr dek belasting door personen (verticaal op bordes) 5 kN/ml Fr dek belasting door personen (door trapconstructie(T2)) Horizontale component = ((2.5*2*5)/2*2.2)*V3 Verticale component = ((2.5*2*5)/4*2.2)*V3

9.8 kN/ml(10) 4.9 kN/ml(5)

De toetsingen op sterkte zijn in bijlage 3 opgenomen. Fundering Betonnen fundering Toelichting

1

-

Onder elke kolom wordt een paal geplaatst hier door is er alleen sprake van een dwarskracht en moment n.a.v. het eigengewicht. Mb = 1.35(25*0.55*0.6)*2.22/8 = 6.7kNm (10) V=1.35 (25*0.55*0.6)*2.2/2=12.25 kN (15)

Wapeningstoets zit in bijlage 4 opgenomen Afdracht horizontaal belasting Frep = 4 0 * 0 . 5 * 2 = 4 0 k N < 0.5*2.2*Pea;h;z

Totale paalbelasting Fr;d= (34.8 + ((0.5*20.5)+(25*0.55-0.6*2)+(0.5*8.5))*5)

= 300 kN (ongunstig)

Fs;d=

= 350 kN

Resultaten

.^/

Zoals de berekening aangeeft, voldoet een prefab betonpaal met als doorsnede 220x220 mm en met een inhei diepte van -7 m t.o.v. het NAP.

Detail berekeBtagen 1. Berekening kritisch belaste las 2. Berekening verbinding vakwerkbrug-kesp 3. Berekening verbinding trap(loodrecht op brug)-bordes 4. Berekening traptrede 5. Berekening verankering voetplaat 6. Berekening verbinding kesp-paal Berekening kritisch belaste las Voor de kritische belaste las wordt er naar 3 verbindingen gekeken omdat er 4 verschillende profielen worden toegepast waarvan het profiel KK200/100/10 uit 1 stuk gemaakt wordt. Voor alle overige gelaste profielen geldt dat de vergelijkspanning in de keeldoorsnede kleiner is en dus voldoet bij dezelfde gehanteerde lasdikte a.


s

Pagina 7


Berekening nr. LI L2 L3

Profiel KK80/8 HE120A RIOOxlO

Staaf S 90 S147 S148

Uitgangspunten belastingen Omdat de knooppunten in het vakwerk gedefinieerd zijn als inklemmingen treden er ook reacties op in de vorm van momenten. De meeste van deze reacties zijn verwaarloosbaar. Om toch met deze optredende momenten rekening te houden wordt er een representatief (ongunstig) buigend moment gekozen om vervolgens op basis van dit moment en de optredende krachten de lassen door te rekenen. Berekening nr. Profiel

(a in mm)

LI L2

KK80/8 HE120A

10 4

L3

RIOOxlO

8

Nx (kN)

Vy (kN)

Vz (kN)

Mb(kNm)

470 10 120

6 2 0

2 13 0

10 10 0

Berekening LI volgens NEN 6772

/ '

• !

VInvoer ~'el .:*•'•■-

fW

_ ' *' !« 't. ï ■_._'

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FM '<->.■ =i ' :

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Spamimgsresuitafen £.-

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tan;* 's

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138 48 Hkrn^ 0 ÖO Www1

'i 's-


Sigma:

Pagina 8


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51Ö.DÖ N«»»*

Pagina 9


C»j*s!a£ «factor Corner!

fW Bek w«ie
S1Ö0O J&mm O.SO 12$ 10.000 kNm S6 mm 10 mm 60 nwi

Spann ïttg$r#£«1testers Sé*wta!ffwg ^ « ' « h i mn «te 8* van s

S»<* t

68 M N<mm

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■maatepa""^ ^ssre:"? sa" os see! Vergok '9iiS^»rr>g

«fg*»,1 sigrr«2 *,*gl &.«3

$8$4N.'rtW O.Q0 Hi tnm 18?S? N.-mw

erl := 98.84 + 138.48 + 0 + 2.65 T1 := 58.84 + 138.48 + 0 + 2.65 T 2 : = 0 + 0 + 1.25 + 0

overgelijk:

>JO-1+3(T1) 2 + 3 ( T 2 ) 2

overgelijk = 240N/mm 2 < f;w;u;d 261.73N/mm 2 Berekening L2 volgens NEN 6772


Pagina 10


r,

i

\

.#*, ./*

4f

j ^

j&fiï *

$ ^ fflP*

tnvoÈf

*,«

a

36ö,0S Ni'mm-' 0 83 1.2S 10.9S kN 128 mm * mm

$cte*$.p$Rfimg feodfetht sas tfe as vsn d * teftsasi

sau:1

7,37 mm>

Schui%sa«ftmg *«er>w^dfg aars da as var* dé tenaas?

tas*:2

0.00 NftmH

*»gr*~a;1 8ig^g;2

?.37 M.'mm-' 0.93 N,!mm*

8et* (Samma.M Rsrtf L:«ï

Norïâ^pBnpi'Rg iwöflKshs ssn tie keel

1 ^

F-

IF^^

^ _J^

1^-


Pagina 11


trwoer 3§Q Qö Wm*2 0.80 125

f;t«i Leswee fstans PwsfsfcrasftSbsSassmg

120 «*»* 4#w Spanningsresultaten 1 47 HM?*?

il aan ïie »» vsn i e lasnaad arfsj

is aan *g 55 van d 1 4? Nèsc*

Invoer f.W Cöfrelattefóeta? Dwarskraefrftssfósismi Lastengte

P;s;d a'

Spanmrtgsresultat&n SeWfsparming looöngcht mn «te as ms cte lasnaad

fau:l


DüO N/mm3 13 54 N.'nnm2

Schgifspannirsg © y g w p g sart cfe s$ vm cte tesnggiö ftermstóspannmg Josntrgcht aan «te fc§«l Mormasispannisig fcosJwht am cis kesl

60.00 Wftntt* 9.80 1.25 13.00 m 120 mm 4 mm

ssgma;1 $igraa;2

0 m f*mm2 0 00 N / t w '

Pagina 12


Tröstedcte

MM

Lwswrstgnd Laster^jwi

fes

Spannirigsresyltaten Sc&Mtfspamring loatfecht em üe as vars öe l a s s i e

tm.1

I1SQ2 Wmm* QM f*mm8

Setafspaïsmsig evenws^sg nm de as van de lasnaad htenftaafepanfimg loodrectó aan de te«l NönttaaaJspaflfimg loodrecht aan cfè keel

3S0 00 mmxf 080 125 1S0QÖ jcNm '20 ruim A ruw -20 mm

HUÈZMitm* Sigma.2

E7l := 7.37 + 0 +1.47+ 119.02 Tl :=7.37 + 0 + 1.47+ 119.02 T 2 : = 0 + 13.54+0 + 0

ervergelijk :=

■JO-1+3(T1)2 + 3(T2)2

overgeiijk = 129N/mm 2 < f;w;u;d (207.85N/mm 2 Berekening L3


Pagina 13


1. Lasberekening Invoer f;t;d Beta Gamma;M F;s;d L;ef a

360.00 N/mm= 0.80 1.25 120.00 kN 80 mm 8 mm

tau;1

0.00 N/mm=

tau;2

93.75 N/mm'

sigma;1 sigma;2 sigma;vgl;s;d

0.00 N/mm= 0.00 N/mnf 162.38 N/m m=

sigma;w;s;d f;w;u;d f;t;d / Gamma;! sigma;w;s;d / f;w;u;d sigma;1 / (f;t;d/ Gamma;M)

93.75 N/mnf 207.85 N/mm= 288.00 N/mnf 0.45 0.45

Treksterkte Correlatiefactor. Lasweerstand Dwarskrachtbelasting Laslengte Lasdikte

Spanningsresultaten Schuifspanning loodrecht aan de as van de lasnaad Schuifspanning evenwijdig aan de as van de lasnaad Normaalspanning loodrecht aan de keel Normaalspanning loodrecht aan de keel Vergelijkingsspanning

Beoordelen NEN6772 #11.2.1 Gemiddelde spanning Capaciteitsspanning las Toelaatbare trekspanning UCNEN6772 (11.2-1) UCNEN6772 (11.2-2) UC isvoldoend

1. Lasberekening Afbeelding

Berekening verbinding vakwerkbrue-kesp Verbinding wordt enkel praktisch uitgevoerd. (4x M16 boutverbinding) Toelichting Fhorizontaal < u. * PB*0.9 <>

2 0 . 5 * 2 * 0 . 5 < 0 . 5 7 * 4 9 * 0.9

Berekening verbinding trapdoodrecht op brug)-bordes


Pagina 14

)


Afb. Geometrie 1

Belastingsgevallen Type

Beginwaarde

Eindwaarde

Beginafstand

Eindafstand

Richting Staaf of knoop

0,000

8,062(L)

0,000

8,062(L)

Z" SI

0,000

8,062(L)

X" SI

B.G.1: Permanent 2,40 q 2,40 icaal belasting B.G.2: Verdeelde veranderlijke belasting-verticaal belasting 10,00 q 10,00 zontaal belasting B.G.3: Verdeelde veranderlijke belastin 1,00 q 1,00

■

2" SI

Fundamenteel Belastingscombinaties B.G.

Omschrijving

B.G.1

Permanent

B.G.2

Verdeelde veranderlijke belasting-verticaal

B.G.3

belasting Verdeelde veranderlijke belasting-horizontaal belasting

Fu.C.1 1.20 1.50

Fu.C.2 1.20 1.50

Fu.C.3 1.20

-

Fu.C.4 1.35 1.35

Fu.C. Oplegreacties B.C.

Oplegging

Knoop

X

Y

z

Mx

My

Mz

Fu.C.1 Fu.C.2 Fu.C.3

02 02 02

K2 K2 K2

-6.05 0.00 -6.05

0.00 0.00 0.00

-72,08 -72.08 -11.61

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

Fu.C.4

02

K2

0.00 kN

0.00 kN

-67.48 kN

0.00 kNm

0.00 kNm

0.00 kNm


Pagina 15


Berekening

C" 1

-

"'

ft i ^ s

r

"* *V. . .£*£>'

Vz = 76 kN Fr per bout = 19 kN Hoeklijn Bouten

= =

150x150x10 4 x M16 8.8

CONTROLE OP STUIK r

V"

l

a

ie.Ii"*

CONTROLE OP AFSCBUIW4G rtc[ » 2 V t l

l

** IT-14"

^■n-m"

i i [

f-

ir.

ft

- * <\

10.1t'*t.1

wMjtf

^

^^

~

" ^ f f t ^ ' ^ H l ' ^

'*(«>iini

vutl t'y

FlwJ

XI--

H1'.

5

«lil

*

-

iS

'

F,,,J :- l ^ i ' i ' i H

F C J ^ ' - l^KHHiN

r

vsd «lil

Berekening traptrede Veranderlijke belasting Fr door personen (5*0.3) Er worden onder elke traptrede 2 hoeklijnen 70x70x7 toegepast

1.5 kN/ml(2)

Er wordt er van uit gegaan dat de belasting volledig op 1 hoeklijn wordt afgedragen Balkgeometrie Positie

Profielnaam

Traagheidsmoment

Materiaal E-Modulus

Uitzettingcoeff

0,000 - L(2,000)

L 70x70x7

4.2300e-07

S235 2.1000e+08

12.0000e-06

m4

m

- kN/m2

Cm

Opleggingen Oplegging 01

Positie 0,000

z vast


Yr vrij

Pagina 16


02

L(2,000)

vast kN/m

vrij

kNmrad

Belastingsgevallen Type

ndwaarde

Beginwaarde

Beginafstand

Eindafstand

0,000

2,000(L)

Z SI

■ratief) B.G.1: Verdeelde veranderlijke belasting (Generatief) 2,00 q 2,00 Som lasten

X:

0,00

N k

Z:

4,00


kN

B.G.2: Permanent (Generatief) q q

0,07

0,07

0,000

2,000(L)

Z SI

0,10

0,10

0,000

2,000(L)

Z SI

Som lasten

0,00

X:

kN

Z:

0,35

kN

Fundamenteel Belastingscombinaties B.G.

Omschrijving

B.G.1

Verdeelde veranderlijke belasting

B.G.2

Permanent

B.G.1.1

Verdeelde veranderlijke belasting

B.G.2.1

Permanent

Fu.C.1

Fu.C.2

1.50 1.20

1.35

Staaltoets Staalcontrole volgens N EN 6770/6771 Doorsnedetoetsing C l - V l (0.000-2.000) Maatgevende combinatie: Fu.C.1 op 1,000 m

Profielklasse = 3

Nx;sd = 0,0 kN

Vy;sd = 0,0 kN

My;sd = 1,6 kNm

a l = -0,043

Vz;sd =0,0kN

Mz;sd =0,0 kNm

a2 = 0,000

Nc;ud = 220,9 kN

NVy;ud = 0,0 kN

Vy;ud = 50,7 kN

My;ud =2,0 kNm

p = 1,000

Vz;ud = 59,2 kN

Mz;ud = 2,0 kNm

q = 1,030

NVz;ud = 0,0 kN

MV;y;ud = 0,0 kNm

MV;z;ud=0kNm

NEN6770(11.2-5):UC = 0,81< 1

Doorbuigingstoetsing C l - V l (0.000-2.000) Constructietype: Vloer

Toets type: Algemeen

Zeeg = 0,000

Zeegvorm Parabolisch

L/d-max = L/250 = 8,0 mm

L/d-2 = L/333 = 6,0 mm

U-tot;eind = 5,1 mm (x = 1,000 m; ln.C.1)

U-on = 0,4 mm (x = 1,000 m; In.Con )

U-ze = 0,0 mm (x = 1,000 m;)

U-tot;bij = 5,1 mm (x = 1,000 m; ln.C.1)

U;eind = 5,1 mm (x = 1,000 m; ln.C.1)

U;bij = 4,7 mm (x = 1,000 m; ln.C.1)

UQelnd = 0,6 ln.C.1

UC;bij = 0,8 ln.C.1

NEN6702(10.4): UC = 0,78<1

Berekening verankering voetplaat

O

0^~>^

Toelichting Er wordt 1 verbinding doorgerekend deze verbinding is representatief voor alle toegepaste anker verbindingen. Er wordt uitgegaan van een drukkracht van: 367.65 kN (370) Er wordt uitgegaan van een trekkracht van: 158.26 kN (160) Er wordt uitgegaan van een dwarskracht in dwarsrichting van: 82.65 kN (85)


Pagina 17


Er wordt uitgegaan van een dwarskracht in langsrichting van: 33.29 kN (35)

DRUKSPANNING IN BETON

V=1

f

N

ck : = 2 i

DIKTE VOETPLAAT

^>m^ = 1 - 2

2

mm f bd :=0.72

F g d v := 370000N

b p := 250mm

t f :=10mm

f^:=235-

"tm 0.25F,sdV

fjl]d:= 0 . 6 7 . 1 ^ =10.05.MPa

0.5 = 13.408mm

k f j^- b p t„ := L- J3 — P

J

f

; = 4.803-mm (20mm)j

yd

ANKER CONTROLE OP STUIK

CONTROLE OP AFSCHUIVING a

«c : =

l

«ndl

«W^22

:= !

f

t: 25

td :=

235N

,m : = L 2 5

=

A

;=1

f

bs:=ZV-

2 5

''cud1

- «c a iBdl f td d biMm t

red2

0fo

2.585x10 N

r

tbd:=2*N

%T=1-25

red2 f tbd A bs

vud-

TM

2

F c s d : = 0 2 5 [J 35000 + 850007N 'csd F

F y l l d = 2.931x10 N 2

F w d :=0.25 [J 35000 + 85000 2 JN

0.089

CTld r

vsd

F

YTid

: 0.784

VERANKERINGSLENGTE £ = ÓOmm

d ^ := 20mm

/ a j := 0.4- 1-0.1

f s :=240

L^ := «i-db 01lt -

\

■ 0.28

niet gelijk aan 0.24 voor geribd staal

f b :=15

= 347.019-mm (350mm)


Toepassen M20 4.6

Pagina 18


Berekening verbinding kesp-paal comnöVË os* AFscHuwif*ö IN c&mmim

MET MBK

• « 3*' >j "*M(W~ t S5«fss* ! ï

rtoj)<™ ,

M m

™ _ _ _ ^ « } 411 . Mt N

Istïer&ctie- forwfe *~J»«. * o™»™».!™», ™ o «-j

toepassen

4 stekken st*iS gxsr psg? sa^sttMa


Pagina 19

Bijlage 1 €omputeruitv&er; vakwerk

Projectnaam Omschrijving Opdrachtgever

Brug Doorslag Berekening vakwerk Gemeente Nieuwegein

Aannemersbedrijf Damsteegt Projectnummer Constructeur Eenheden

11.202 Geert Siereveld m, kN, kNm

Constructiegegevens Projecttype 3D-Raamwerk

s- — -

È3

Staven

68

155

Opleggingen P rofielen 4

3_

2

'

8

n 2

ö ~

! <: o

^ O

2

t3

*

O'

AJ

-£)

'M

-•0

■

^

f

e

-

^

f

i

--Q J

»_

^*i

W— :--:-

-■©

:*ir-

s -€)

=

;

f —"

-€)

*

-■Q

31"

■:i§f fl

10

»' " "

UJ

ff)

Bel.comb.

9 Onderaanzicht

-0 5

Bel.gev.

4

Linkerzijaanzicht

Rechterzijaanzicht

a

Knopen

=,

si

a

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jjgjs

,_,,,;gj_.

*S|

—- ©

:^;;:„<,.„.,„.™jg_.

'S»-**

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tjlns'

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>» , ' f! «e-i 'T ■4-

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Brug Doorslag, Gemeente Nieuwegein, bijlage 1 berekening vakwerk

SÉ;

& Pagina 1




11.202 Geert Siereveid m, kN, kNm

Staven Staaf

Knoop B

S1

K1

Scharnier B E XYZXrYrZr XYZXrYrZr

S2

K2 K3 K4

XYZXrYrZr XYZXrYrZr XYZXrYrZr

K5 K6 K7


XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

K8 K9 K10 K11



K12

S13 S14

K12 K13 K14



K13 K14 K15

S15 S16 S17

K15 K16 K17



K16 K17 K18

S18 S19 S20 S21 S22

K18 K19 K20



K19 K20 K21 K22

S3 S4 S5 S6 S7 S8 S9 S10 S11 S12

S23 S24 S25 S26 S27 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S51

K21 K22 K23 K24 K25 K26 K27 K28 K29 K30 K31 K32 K33 K34 K2 K3 K31 K30 K29

XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

XYZXrYrZr XYZXrYrZr


0,000

P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1

P1

XYZXrYrZr

K30


K31 K32

XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

XYZXrYrZr XYZXrYrZr

S55

0,000

1,300 2,600 3,900

K28 K29


K3 K31 K5

0,000

P2 P2

XYZXrYrZr XYZXrYrZr

K22 K21

S52 S53 S54

P2

P1 P1 P1


XYZXrYrZr XYZXrYrZr

Z-B

K25 K26 K27


K33

K10 K11

Y-B


K25 K24 K23

XYZXrYrZr XYZXrYrZr

K2 K3 K4 K5 K6 K7 K8 K9

X-B

K23 K24


K20 K19 K1

Profiel

P1 P1 P1

XYZXrYrZr XYZXrYrZr

K28 K27 K26

Knoop E


XYZXrYrZr XYZXrYrZr


S56 S57

K29 K7 K27



S58

K9

XYZXrYrZr

XYZXrYrZr

K33 K34 K1 K33 K32 K4 K5 K6 K7 K8 K9 K10 K11 K12 K13 K14 K15

P1 P1 P1 P1 P1 P1 P1 P1 P1

5,200 6,500 7,800 9,100 10,400 11,700 13,000 14,300 15,600 16,900 18,200 19,500 20,800 20,800 19,500 18,200 16,900 15,600 14,300 13,000 11,700 10,400 9,100 7,800 6,500 5,200 3,900 2,600 1,300 0,000 1,300 2,600 3,900

P1 P1 P1

5,200 6,500

P1 P1 P1

7,800 9,100 10,400

P1 P1

11,700 13,000 14,300

P1 P1 P1 P1

15,600 16,900 18,200

K16 K33 K3

P1 P1 P1

19,500

K31 K5

P1 P1 P1

2,600 3,900 5,200

P1 P1

6,500 7,800 9,100

K29 K7 K27 K9 K25

P1 P1

0,000 1,300

10,400


0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000

X-E

Y-E

Z-E

Lengte

0,000

1,300

0,000

0,000

1,300

0,000 0,000 0,000

2,600

0,000 0,000 0,000

0,000 0,000

1,300 1,300 1,300

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000

3,900 5,200 6,500 7,800

0,000 0,000 0,000

0,000 0,000 0,000 0,000

0,000 0,000 0,000 0,000

0,000 0,000 0,000 0,000

1,300 1,300 1,300 1,300

0,000 0,000 0,000

0,000 0,000 0,000

1,300 1,300 1,300

0,000 0,000 0,000

0,000 0,000 -1,200

1,300 1,300 1,200

0,000 0,000 0,000 0,000

-1,200 -1,200 -1,200

1,300 1,300 1,300

-1,200 -1,200 -1,200

1,300 1,300 1,300

0,000 0,000

-1,200 -1,200 -1,200

1,300 1,300 1,300

0,000 0,000

-1,200 -1,200

1,300

0,000

-1,200

1,300 1,300

3,900 2,600 1,300

0,000 0,000 0,000

-1,200 -1,200 -1,200

1,300 1,300 1,300

0,000 0,000 1,300

0,000 0,000 0,000 0,000

-1,200 0,000 -1,200 -1,200

1,300 1,200 1,200

0,000 0,000 0,000

0,000 0,000 0,000

0,000 0,000 0,000

0,000 0,000

9,100 10,400 11,700 13,000 14,300 15,600 16,900 18,200 19,500 20,800

0,000 0,000 0,000 0,000

-1,200 -1,200 -1,200

0,000 0,000 0,000

-1,200 -1,200 -1,200

16,900 15,600 14,300 13,000

0,000 0,000 0,000

-1,200 -1,200 -1,200

11,700 10,400 9,100

0,000

-1,200 -1,200

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000

-1,200 -1,200 -1,200 -1,200 -1,200 -1,200 0,000 0,000

20,800 19,500 18,200

7,800 6,500 5,200

2,600 3,900 5,200

0,000 0,000 0,000

-1,200 -1,200 -1,200

0,000 0,000

-1,200 -1,200 -1,200

9,100 10,400

-1,200 -1,200 -1,200

11,700 13,000 14,300

-1,200 -1,200

15,600 16,900 18,200

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000

6,500 7,800

0,000 0,000 0,000

1,200 1,200 1,200 1,200 1,200 1,200 1,200

0,000 0,000 0,000 0,000

1,200 1,200 1,200

0,000 0,000

0,000 0,000 0,000

1,200 1,200 1,200

19,500 1,300 2,600

0,000 0,000 0,000

0,000 -1,200 0,000

1,200

0,000 -1,200 0,000

3,900

0,000 0,000

-1,200 0,000 -1,200

-1,200 0,000 -1,200

7,800 9,100 10,400

0,000 0,000

1,769 1,769 1,769

0,000 0,000

0,000 -1,200 0,000

1,769 1,769 1,769

0,000

11,700

0,000

-1,200

-1,200 -1,200 0,000 -1,200

5,200 6,500

0,000 0,000

1,300 1,300 1,300

0,000 0,000

1,769 1,769

t

1,769

Pagina 2

Projectnaam Omschrijving Opdrachtgever S59 S60 S61 S62 S63 S64 S65 S66 S67 S68

K25 K11 «23 K13 K21 K15 K19 K35 K36 K37

S69 S70 S71 S72

K38 K39 K40 K41

S73 S74

K42 K43 K44

Brug Doorslag Berekening vakwerk Gemeente Nieuwegein XYZXrYrZr XYZXrYrZr XYZXrYrZr


K11 K23 K13

P1 P1 P1

11,700 13,000 14,300



K21 K15 K19

P1 P1 P1

15,600 16,900 18,200



K17 K36 K37

19,500 0,000 1,300





K38 K39 K40 K41

P1 P2 P2 P2


K45 K46


S78 S79 S80

K47 K48 K49


S81 S82 S83

K50 K51 K52


S84 S85 S86

K53 K54 K55

XYZXrYrZ XYZXrYrZ XYZXrYrZ

XYZXrYrZr XYZXrYrZr XYZXrYrZ XYZXrYrZ XYZXrYrZ

S87 S88 S89

K56 K57 K58



S90

K59 K60

XYZXrYrZ

XYZXrYrZ XYZXrYrZ

K61 K62


S94 S95 S96

K63 K64 K65

XYZXrYrZr XYZXrYrZ XYZXrYrZr

S97 S98 S99

K66 K67 K68


S100 S101 S102

K36 K37 K65

XYZXrYrZr XYZXrYrZr

S103 S104 S105

K64 K63 K62

S106 S107

K61 K60

S108 S109

K59

S75 S76 S77

S91 S92 S93

Aannemersbedrijf Damsteegt ectnummer structe j r heden

XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

XYZXrYrZ XYZXrYrZ XYZXrYrZ XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

P2 P2 P2

2,600 3,900 5,200 6,500 7,800

-1,200 0,000 -1,200

1,769 1,769 1,769

-2,200 -2,200 -2,200

-1,200 0,000 0,000 0,000

20,800 1,300 2,600 3,900

0,000 -2,200 -2,200

0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000

5,200 6,500 7,800

-2,200 -2,200 -2,200

0,000 0,000 0,000

1,769 1,300 1,300 1,300

-2,200 -2,200 -2,200

0,000 0,000 0,000

9,100 10,400 11,700

-2,200 -2,200 -2,200

0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000

13,000 14,300 15,600

-2,200 -2,200 -2,200

0,000 0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000

16,900 18,200 19,500

0,000 0,000 -1,200

20,800 20,800 19,500

P2 P1 P1

20,800 20,800

-2,200 -2,200 -2,200

P1 P1 P1

19,500 18,200 16,900

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

18,200 16,900 15,600

P1 P1 P1

15,600 14,300

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

14,300 13,000 11,700

-2,200

-1,200

10,400

9,100 7,800

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

9,100 7,800

6,500 5,200 3,900

-2,200 -2,200 -2,200

-1,200 -1,200

6,500 5,200 3,900

2,600 1,300 0,000

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

2,600 1,300 0,000

-2,200 -2,200

-1,200 0,000

0,000 1,300

0,000 -1,200

2,600 3,900

-2,200

-1,200 -1,200 -1,200

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

14,300 15,600

16,900 18,200 19,500

-2,200 -2,200

-1,200 -1,200 -1,200

0,000 1,300 2,600

-2,200 -2,200 -2,200

3,900 5,200 6,500

-2,200 -2,200 -2,200

K53 K54 K55 K56 K57 K58 K59 K60

P1

K61 K62

P1 P1

K63 K64

P1 P1 P1

K65 K66 K67 K68 K35 K67

P1 P1 P1 P1 P1

13,000 11,700 10,400

P1 P1 P1

9,100 10,400

K56

XYZXrYrZr XYZXrYrZr


K45 K46 K47

S113 S114

K55 K54 K53



K48 K49 K50

S115 S116 S117

K35 K67 K37


XYZXrYrZr XYZXrYrZr

K67 K37 K65

S118 S119 S120

K65 K39 K63

XYZXrYrZr


P1 P1 P1

K39 K63 K41

P1 P1 P1

XYZXrYrZ

0,000 0,000 0,000

K51 K52

15,600 16,900 18,200 19,500

K42

XYZXrYrZ XYZXrYrZ

16,900 18,200 19,500

0,000 0,000 0,000

P2 P2 P2


K58 K57

0,000 -1,200 0,000

0,000 0,000

K48 K49 K50

13,000 14,300

5,200 6,500 7,800

S110 S111 S112

1,769 1,769 1,769

K46 K47

P1 P1 P1


0,000 -1,200 0,000

P2 P2 P2

K39 K40 K41

XYZXrYrZr XYZXrYrZr

0,000 0,000 0,000

K45

9,100 10,400 11,700

P1 P1

XYZXrYrZr XYZXrYrZr

14,300 15,600

P2 P2 P2

K66 K38


13,000

-1,200 0,000 -1,200

K42 K43 K44

1,300 2,600 3,900


0,000 0,000

11.202 Geert Siereveld rr , kN, kNm

K43 K44

P1 P1 P1 P1 P1 P1

11,700 13,000 14,300 15,600


-2,200 -2,200 -2,200

-2,200

-2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200

1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,300

0,000 0,000 0,000

1,300 1,300 1,300

0,000 -1,200 -1,200

1,300 1,200 1,300

-1,200 -1,200 -1,200

1,300 1,300 1,300

-1,200 -1,200

1,300 1,300 1,300

-1,200 -1,200

1,300

-2,200

-1,200

1,300

-2,200 -2,200

-1,200 -1,200

1,300 1,300

-2,200 -2,200 -2,200

-1,200 -1,200 -1,200

1,300 1,300 1,300

-2,200 -2,200 -2,200

-1,200 -1,200 0,000

1,300 1,300 1,200

-2,200 -2,200 -2,200

-1,200 -1,200 0,000

1,200 1,200 1,200

5,200 6,500 7,800

-2,200

0,000

-2,200 -2,200

0,000 0,000

1,200 1,200

9,100 10,400

-2,200 -2,200 -2,200

0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000

1,200 1,200 1,200

16,900 18,200 19,500

-2,200 -2,200

0,000 0,000

1,200 1,200

-2,200

0,000

1,200

0,000 -1,200

1,300 2,600

0,000 -1,200 0,000

3,900 5,200

-2,200 -2,200 -2,200

-1,200 0,000 -1,200

1,769 1,769 1,769

-2,200 -2,200 -2,200

0,000 -1,200 0,000

-1,200

11,700 13,000

6,500 7,800

1,200 1,200 1,200 1,200

4

1,769 1,769 1,769

Pagina 3

Projectnaam Omschrijving Opdrachtgever S121

K41

S122 S123

K61 K43

S124 S125 S126 S127

K59 K45 K57 K47

S128 S129 S130

Brug Doorslag Berekening vakwerk Gemeente Nieuwegeiin




K61 K43 K59



K45 K57 K47

K55 K49 K53



K55 K49 K53 K51

S131 S132 S133

K1 K36 K37



K35 K2 K3

P1 P1 P3 P3 P3

S134 S135 S136 S137

K38 K39 K40



K4 K5 K6

P3 P3 P3

K41 K42 K43 K44



K7 K8 K9

P3 P3 P3



K10 K11 K12

P3 P3 P3

9,100 10,400 11,700 13,000 14,300



K13 K14 K15

P3 P3 P3

15,600 16,900 18,200

-2,200 -2,200 -2,200



K16 K17 K37

P3 P3 P4

19,500 20,800 0,000

-2,200 -2,200 0,000



K5 K41 K9

2,600 5,200 7,800

-2,200 0,000 -2,200


K45 K13 K49

10,400 13,000

S154

K45 K13


P4 P4 P4 P4 P4

0,000 -2,200 0,000

S155

K49

XYZXrYrZr

XYZXrYrZr

K17

P4

-

-

-

-

■

-

m

It 3.0269e-06 2.1223e-05 5.9942e-08 3.1230e-08 m4

1.6838e-06i 2.3554e-05 6.0615e-06i 8.3333e-09i m4I

S138 S139 S140 S141 S142 S143 S144 S145 S146 S147 S148 S149 S150 S151 S152 S153

K45 K46 K47 K48 K49 K50 K51 K1 K37 K5 K41 K9

P1 P1

11.202 Geert Siereveld rri, kN, kNm

-2,200

7,800 9,100 10,400

P1 P1 P1

-2,200 -2,200 -2,200 -2,200 -2,200

0,000 -1,200 0,000

9,100 10,400 11,700

-1,200 0,000 -1,200

13,000 14,300 15,600

-2,200 -2,200 -2,200 -2,200

0,000 -1,200 0,000 -1,200

16,900 18,200 19,500 20,800

0,000 -2,200 -2,200

0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000 0,000

0,000 1,300 2,600 3,900

11,700 13,000 14,300 15,600

P1 P1 P1

16,900 18,200 19,500 0,000 1,300 2,600 3,900 5,200 6,500 7,800

P4

15,600 18,200

-2,200 -2,200 -2,200

0,000 0,000 0,000

-2,200 -2,200 -2,200

0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000

-2,200 m

5,200 6,500 7,800 9,100 10,400 11,700 13,000 14,300 15,600 16,900 18,200 19,500 20,800 2,600 5,200 7,800 10,400 13,000 15,600

0,000

18,200

0,000 m

20,800 m

-2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 -2,200 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 -2,200 0,000 -2,200 0,000 -2,200 0,000 -2,200 0,000 m

-1,200 0,000 -1,200 0,000 -1,200 0,000 -1,200 0,000 -1,200 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 m

1,769 1,769 1,769 1,769 1,769 1,769 1,769 1,769 1,769 1,769 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 2,200 3,406 3,406 3,406 3,406 3,406 . 3,406 3,406 3,406 m

Profielen Profiel P1 P2 P3 P4

Profielnaam KK80/8 KK200/100/10 HE120A R100x10

-

-

Oppervlakte 2.0843e-03 5.1708e-03 2.5336e-03 1.0000e-03 rr>2

■vr

Hoek 0 0 0 0

Iz Materiaal 1.6838e-06 S355 7.9522e-06 S355 2.3090e-06 S235 8.3333e-07 S235 m4 -

°

Profielvormen Profiel P4

Verlopende hoogte Nee

-

-

hB 0.010 m

hE 0.010 m

tf 0.000 m

tf21 0.000 mI

tv» 0.000 m

B 0.100 m

bL 0.000 m

bR Raatliggers 0.000 Nee m-

Mx 0.000 m

Materialen Poison 0.30 0.30

Materiaalnaam S235 S355

-

-

Dichtheid 78.50 78.50 kN/m3

E-Modulus 2.1000e+08 2.1000e+08 kN/m2

Uitzettingcoeff 12.0000e-06 12.0000e-06 Cm

Opleggingen Oplegging 01 02 03 04

Knopen K1 K35 K17 K51

X vast vast vrij vrij

Y vast vast vast vast

Z vast vast vast vast

Xr vrij vrij vrij vrij


Yr vrij vrij vrij vrij

Zr vrij vrij vrij vrij

HoekXr 0 0 0 0

HoekYr 0 0 '0 0

HoekZr 0 0 0 0

Pagina 4


Brug Doorslag Berekening vakwerk Gemeente Nieuwegein kN/tn


kN/m

kN/m

kNmrad


kNmrad

kNmrad

"^

B.G.1: Permanent - eigengewicht staal

B.G.2: Permanent - eigengewicht dek Type Beginwaarde Eindwaarde B.G.2: Permanent - eigengewicht dek q -0,40 -0,40 q 0,40 0,40

Beginafstand

Eindafstand

0,000 0,000

2,200(L) 2,200(L)


Z' S131 Z' S132-S147

«

B.G.2: Permanent - eigengewicht dek


Pagina 5





B.G.3: Permanent - eigengewicht betimmeringen Type Beginwaarde Eindwaarde B.G.3: Permanent - eigengewicht betimmeringen q -0,30 -0,30

Beginafstand

Eindafstand

0,000

1,300(L)

Richting Staaf of knoop Z' S18-S33.S83-S98

J

O

%j

" ^"U 'O &

s 7

'v-j

w

-

B.G.3: Permanent - eigengewicht betimmeringen

B.G.4: Verdeelde veranderlijke belasting - voetgangers(verticaal) Type Beginwaarde Eindwaarde Beginafstand B.G.4: Verdeelde veranderlijke belasting - voetgangers(verticaal) q -6,25 -6,25 0,000 q

6,25

6,25

0,000

Eindafstand


2,200(L)

Z' S131

2,200(L)

Z' S132-S147

'~0j.

B.G.4: Verdeelde veranderlijke belasting - voetgangers(verticaal)


Pagina 6





B.G.5: Verdeelde veranderlijke belasting - voetgangers leuning (rechts) Type B eginwaarde Eindwaarde B eginafstand B.G.5: Verdeelde veranderlijke belasting - voetgangers leuning (rechts) q 3,00 3,00 0,000

Eindafstand


1,300(L)

Y S18-S33

r>

/J^JTTSU^

■*&&;

f*

ï <

n

B.G.5: Verdeelde veranderlijke belasting - voetgangers leuning (rechts)

B.G.6: Verdeelde veranderlijke belasting - voetgangers leuning (links) Type B eginwaarde Eindwaarde B eginafstand B.G.6: Verdeelde veranderlijke belasting - voetgangers leuning (links) q -3,00 -3,00 0,000

Eindafstand


1,300(L)

Y S83-S98

U

V

'0

xC:

--.„jp*-" ~

' < '7

D

B.G.6: Verdeelde veranderlijke belasting - voetgangers leuning (links)


Pagina 7





B.G.7: Verdeelde veranderlijke belasting - windbelasting (rechts) Type Beginwaarde Eindwaarde Beginafstand B.G.7: Verdeelde veranderlijke belasting - windbelasting (rechts) q -0,40 -0,40 0,000

Eindafstand 1,300(L)

Richting Staaf of knoop Y S18-S33

J Y

f**

B.G.7: Verdeelde veranderlijke belasting - windbelasting (rechts)

B.G.8: Verdeelde veranderlijke belasting - windbelasting (links) Type Beginwaarde Eindwaarde Beginafstand B.G.8: Verdeelde veranderlijke belasting -windbelasting (links) q -0,40 -0,40 0,000

Eindafstand 1,300(L)


n n

">'

'O

?

'

B.G.8: Verdeelde veranderlijke belasting - windbelasting (links)


Pagina 8





B.G.9: Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting) Type Beginwaarde Eindwaarde Beginafstand Eindafstand B.G.9: Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting) q 0,70 0,70 0,000 2,200(L)


B.G.9: Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting)

Fundamenteel Belastingscombinaties B.G. B.G.1 B.G.2

Omschrijving Permanent - eigengewicht staal Permanent - eigengewicht dek

Fu.C.1 1.20 1.20

Fu.C.2 1.20 1.20

Fu.C.3 1.20 1.20

Fu.C.4 1.20 1.20

Fu.C.5 1.35 '1.35

B.G.3 B.G.4

Permanent - eigengewicht betimmeringen Verdeelde veranderlijke belasting - voetgangers (verticaal) Verdeelde veranderlijke belasting - voetgangers leuning (rechts) Verdeelde veranderlijke belasting - voetgangers leuning (links) Verdeelde veranderlijke belasting - windbelasting (rechts) Verdeelde veranderlijke belasting - windbelasting (links) Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting)

1.20 1.50

1.20 1.50

1.20 1.50

1.20

1.35

1.50

1.50

1.50

1.50

1.50

1.50

B.G.5 B.G.6 B.G.7 B.G.8 B.G.9

1.50

1.50

1.50

1.50

1.50

1.50

1.50

In.C.on 1.00 1.00 1.00

ln.C.1 1.00 1.00 1.00 1.00

1.50

Incidenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5 B.G.6 B.G.7 B.G.8 B.G.9

Omschrijving Permanent - eigengewicht staal Permanent - eigengewicht dek Permanent - eigengewicht betimmeringen Verdeelde veranderlijke belasting - voetgangers (verticaal) Verdeelde veranderlijke belasting - voetgangers leuning (rechts) Verdeelde veranderlijke belasting - voetgangers leuning (links) Verdeelde veranderlijke belasting - windbelasting (rechts) Verdeelde veranderlijke belasting - windbelasting (links) Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting)

1.00 1.00 1.00 1.00 1.00


Pagina 9





Momentaan Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5 B.G.6 B.G.7 B.G.8 B.G.9

Omschrijving Permanent - eigengewicht staal Permanent - eigengewicht dek Permanent - eigengewicht betimmeringen Verdeelde veranderlijke belasting - voetgangers (verticaal) Verdeelde veranderlijke belasting - voetgangers leuning (rechts) Verdeelde veranderlijke belasting - voetgangers leuning (links) Verdeelde veranderlijke belasting - windbelasting (rechts) Verdeelde veranderlijke belasting - windbelasting (links) Verdeelde veranderlijke belasting - voetgangers (horizontaal in langsrichting)

Mo.C.1 1.00 1.00 1.00 0.25 0.25 0.25 0.25 0.25 0.25

In.C. Knoopverplaatsingen K8 K9 K10 K25 K26 K27 K42 K43 K44 K59 K60 K61

In.C.on

0.0004

0.0000

0.0101

0.229e-03

-0.294e-03

ln.C.1

0.0017

-0.0013

0.0378

0.552e-03

-1.075e-03

0.433e-03

In.C.on

0.0005

-0.0001

0.0103

0.232e-03

0.000e-03

0.000e-03

ln.C.1

0.0021

-0.0017

0.0387

0.250e-03

0.030e-03

0.004e-03

In.C.on

0.0006

0.0000

0.0101

0.229e-03

0.294e-03

-0.098e-03

ln.C.1

0.0025

-0.0014

0.0377

0.592e-03

1.123e-03

-0.435e-03

In.C.on

0.0003

-0.0003

0.0101

0.233e-03

0.286e-03

-0.080e-03

ln.C.1

0.0012

0.0018

0.0377

-3.970e-03

1.093e-03

-0.369e-03

In.C.on

0.0005

-0.0003

0.0103

0.201e-03

0.000e-03

0.000e-03

ln.C.1

0.0021

0.0018

0.0387

-4.435e-03

0.029e-03

0.038e-03

In.C.on

0.0008

-0.0003

0.0101

0.233e-03

-0.286e-03

0.080e-03

ln.C.1

0.0029

0.0019

0.0377

-4.006e-03

-1.044e-03

0.440e-03

In.C.on

0.0004

0.0000

0.0101

-0.224e-03

-0.293e-03

0.098e-03

ln.C.1

0,0017

-0.0013

0.0419

3.442e-03

-1.230e-03

0.474e-03

In.C.on

0.0005

-0.0001

0.0103

-0.234e-03

-0.000e-03

0.000e-03

ln.C.1

0.0022

-0.0018

-0.008e-03

0.036e-03

0.0006

0.0000

BUI 0.0101

3.868e-03

In.C.on

-0.224e-03

0.292e-03

-0.097e-03

ln.C.1

0.0026

-0.0014

0.0419

3.482e-03

1.213e-03

-0.402e-03

In.C.on

0.0003

0.0003

0.0101

-0.230e-03

0.285e-03

-0.080e-03

ln.C.1

0.0012

-0.0105

0.0419

9.291 e-03

1.180e-03

-0.381 e-03

In.C.on

0.0005

0.0002

-0.259e-03

-0.000e-03

0.000e-03

ln.C.1

0.0022

-0.0111

0.0103 jlli§§l«

9.640e-03

-0.008e-03

0.042e-03

In.C.on

0.0008

0.0003

0.0101

-0.230e-03

-0.285e-03

0.080e-03

m

m

m

rad

rad

rad

0.098e-03

Extreme Unity Check Staalcontrole volgens NEN6770/6771 Veld

Toetsing

Combinatie

Formule

Max Unity Check

C1-V1 (0.000-1.300) C2-V1 (0.000-1.300)

Doorsnede Doorsnede

Fu.C.1 Fu.C.2

NEN6770(11.3-31)

0,02

NEN6770(11.3-31)

0,05

C3-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,04

C4-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08

C5-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,07

C6-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C7-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,09

C8-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C9-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C10-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,09

C11-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C12-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,07

C13-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08


Pagina 10



Aannemersbedrijf Damsteegt Projectnummer er Constructeur Eenheden


C14-V1 (0.000-1.300)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,04

C15-V1 (0.000-1.300)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,05

C16-V1 (0.000-1.300)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,04

C17-V1 (0.000-1.200)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,13

C18-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,04

C19-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,36

C20-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,36

C21-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,61

C22-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,60

C23-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,76

C24-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,76

C25-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,81

C26-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,81

C27-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,76

C28-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,76

C29-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,60

C30-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,61

C31-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,36

C32-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,36

C33-V1 (0.000-1.300)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,04

C34-V1 (0.000-1.200)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,14

C35-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C36-V1 (0.000-1.200)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,16

C37-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,09

C38-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08

C39-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08

C40-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,06

C41-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,06

C42-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,05

C43-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,06

C44-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,06

C45-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08

C46-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,08

C47-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,09

C48-V1 (0.000-1.200)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,16

C49-V1 (0.000-1.200)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,10

C50-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,34

C51-V1 (0.000-1.769)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,02

C52-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,28

C53-V1 (0.000-1.769)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,03

C54-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,23

C55-V1 (0.000-1.769)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,04

C56-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,15

C57-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,09

C58-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,09

C59-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,15

C60-V1 (0.000-1.769)

Doorsnede

Fu.C.2

NEN6770(11.3-31)

0,04

C61-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,23

C62-V1 (0.000-1.769)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,03

C63-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,28

C64-V1 (0.000-1.769)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,03

C65-V1 (0.000-1.769)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,34

C66-V1 (0.000-1.300)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,11

C67-V1 (0.000-1.300)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,10

C68-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,04

C69-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

Q,08

C70-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08


Pagina 11



Aannemersbedrijf Damsteegt Projectnummer er Constructeur Eenheden


C71-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,10

C72-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,10

C73-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,11

C74-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,11

C75-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,10

C76-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,10

C77-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08

C78-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08

C79-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,04

C80-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,05

C81-V1 (0.000-1.300)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,01

C82-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771 (12.3-2)

0,16

C83-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,05

C84-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,39

C85-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,38

C86-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,64

C87-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,64

C88-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,81

C89-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,80

C90-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,86

C91-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,86

C92-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,80

C93-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,81

C94-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,64

C95-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,64

C96-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,38

C97-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,39

C98-V1 (0.000-1.300)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,05

C99-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,16

C100-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,12

C101-V1 (0.000-1.200)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,18

C102-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,11

C103-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,17

C104-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,09

C105-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,17

C106-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08

C107-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,16

C108-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08

C109-V1 (0.000-1.200)

Fu.C.4

NEN6771(12.3-2)

C110-V1 (0.000-1.200)

Stabiliteit Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,16 0,09

C111-V1 (0.000-1.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,17

C112-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,11

C113-V1 (0.000-1.200)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,18

C114-V1 (0.000-1.200)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,12

C115-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,37

C116-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,02

C117-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,31

C118-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,03

C119-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,24

C120-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,04

C121-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,18

C122-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,09

C123-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,09

C124-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,18

C125-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,04

C126-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,24

C127-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,03


Pagina 12



Aannemersbedrijf Damsteegt Projectnummer sr Constructeur Eenheden


C128-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,31

C129-V1 (0.000-1.769)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,01

C130-V1 (0.000-1.769)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,37

C131-V1 (0.000-2.200)

Doorsnede

Fu.C.4

NEN6770(11.3-31)

0,22

C132-V1 (0.000-2.200)

Doorsnede

Fu.C.4

NEN6770(11.3-31)

0,14

C133-V1 (0.000-2.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,19

C134-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,26

C135-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,29

C136-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,25

C137-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,28

C138-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,24

C139-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,28

C140-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,24

C141-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,28

C142-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,24

C143-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,29

C144-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,24

C145-V1 (0.000-2.200)

Stabiliteit

Fu.C.4

NEN6771(12.3-2)

0,17

C146-V1 (0.000-2.200)

Doorsnede

Fu.C.4

NEN6770(11.3-31)

0,11

C147-V1 (0.000-2.200)

Doorsnede

Fu.C.4

NEN6770(11.3-31)

0,21

C148-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,67

C149-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,63

C150-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,46

C151-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,43

C152-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,26

C153-V1 (0.000-3.406)

Doorsnede

Fu.C.1

NEN6770 (11.4-3)

0,20

C154-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,34

C155-V1 (0.000-3.406)

Doorsnede

Fu.C.4

NEN6770 (11.4-3)

0,38


Pagina 13

Bijlage 2 Computeruitvaer; juk 1


Aannemersbedrijf Damsteegt Brug Doorslag Projectnummer Juk (tussen steunpunt 20.5m-8.5m Constructeur vakwerk) Gemeente Nieuwegein Eenheden


Constructiegegevens Projecttype

Knopen

Staven

Opleggingen

Profielen

Bel.gev.

Bel.comb.

4

5

2

2

4

8

3D-Raamwerk

S2

K2

Afb. Geometrie 1

Staven Knoop E

Profiel


K2 K3 K4

XYZXrYrZr XYZXrYrZr

XYZXrYrZr XYZXrYrZr

-

-

Knoop B

B

K1

XYZXrYrZr

K2 K3

XYZXrYrZr XYZXrYrZr

S5

K3 K2

-

-

Staaf S1 S2 S3 S4

Scharnier E

X-B

Y-B

P1

0,000

P1 P1

0,000 0,000

K1 K4

P2 P2

-

-

0,000 0,000 m

Z-B

X-E

Y-E

Z-E

.engte

0,000

0,000

0,000 -2,200 -2,200

-6,000 -6,000 -6,000

0,000

0,000

-6,000

6,000

0,000 0,000

-2,200 -2,200

-6,000 0,000

2,200 6,000

0,000 m

-6,000 m

0,000 0,000 m

0,000 -2,200 m

0,000 0,000 m

6,391 6,391 m

Profielen Profiel P1 P2

Profielnaam KK250/10 KK80/8

-

-

Oppervlakte 9.1708e-03 2.0843e-03 m2

It 1.4203e-04 3.0269e-06 m4

iy 8.5684e-05 1.6838e-06 m4

Iz Materiaal 8.5684e-05 S235 1.6838e-06 S355 m4

Hoek 0 0

°

Materialen Materiaalnaam

Poison 0.30 0.30

S235 S355

-

-

Dichtheid 78.50 78.50 kN/m3

E-Modulus 2.1000e+08 2.1000e+08 kN/m2

Uitzettingcoeff 12.0000e-06 12.0000e-06 Cm

Opleggingen Oplegging 01 02

Knopen K1 K4

X vast vast

Y vast vast

Z vast vast

Xr vrij vrij

Yr vast vast

Zr vrij vrij

kN/m

kN/m

kN/m

kNmrad

kNmrad

kNmrad

Brug Doorslag, Gemeente Nieuwegein, bijlage 2 berekening Juk 1

HoekXr 0 0

HoekYr 0

e

HoekZr 0 0

Pagina 1




Afb. Lasten B.G.1 Permanent - eigengewicht juk

21.75

2175

Afb. Lasten B.G.2 Permanent eigengewicht brugconstructie


Pagina 2




Afb. Lasten B.G.3 Verdeelde veranderlijke belasting - Voetgangersbelasting (verticaal)

-55.10

Afb. Lasten B.G.4 Geconcentreerde veranderlijke belasting

Fundamenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4

Omschrijving Permanent - eigengewicht juk Permanent eigengewicht brugconstructie Verdeelde veranderlijke belasting Voetgangersbelasting (verticaal) Geconcentreerde veranderlijke belasting

Fu.C.1 1.20 1.20 1.50 1.50

Fu.C.2 0.90 0.90

-

Fu.C.3 1.20 1.20 1.50

1.50

_


Fu.C.4 1.35 1.35

Pagina 3




Fu.C. Oplegreacties B.C. Fu.C.1

Fu.C.2

Fu.C.3

Fu.C.4

-

Knoop K1 K4

Oplegging 01 02 Som Reacties Som Lasten 01 02 Som Reacties Som Lasten 01 02 Som Reacties Som Lasten 01 02 Som Reacties Som Lasten

K1 K4

K1 K4

K1 K4

-

■

X 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 kN

Y 33.05 49.60 82.65 -82.65 39.79 42.86 82.65 -82.65 -8.12 8.12 0.00 0.00 -2.06 2.06 0.00 0.00 kN

Mx 0.00 0.00

My 0.00 0.00

Mz 0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

0.00 0.00

kNm

kNm

kNm

z 83.17 -367.65 -284.48 284.48 200.29 -250.53 -50.23 50.23 -142.24 -142.24 -284.48 284.48 -37.67 -37.67 -75.35 75.35 kN

Staaltoets Resultaten met Profielgegevens Staalcontrole volgens N EN 6770/6771

Profielgegevens staaf C1-V1 (0.000-6.000) KK250/10

Analyse

Staal

h = 250,0 mm

A = 9,17e-03 m2

Wy;el = 685.5e-06 m3

b = 250,0 mm

ly = 856.8e-07 m4

Wz;el = 685.5e-06 m3

Wz;pl = 811.1e-06m3

tf = 10,0 mm

Iz = 856.8e-07 m4

Aw;y;el = 4.59e-03 m2

Aw;y;pl = 4.59e-03 m2

tw=10,0mm

Massa/m = 72,0 kg/m

Aw;z;el = 4.59e-03 m2

Aw;z;pl = 4.59e-03 m2

It=142.0e-06m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S235

fya(toegepast) = 235 N/mm2 Wypl = 811.1e-06m3

Doorsnedetoetsing C1-V1 (0.000-6.000) Maatgevende combinatie:

Fu.C.3 op 0,000 m

Nx;sd =-119,7 kN Nc;ud = 2.155,1 kN NVy;ud = 2.190,4 kN

Profiel klasse = 1

Vy;sd =0,1 kN

My;sd =0,0 kNm

a3(y) = 0,455

Vz;sd =0,0kN

Mz;sd =-0,2 kNm

a4(y) = 0,468

Vy;ud =622,1 kN

My;ud =190,6 kNm

a3(z) = 0,455

Vz;ud =622,1 kN

Mz;ud =190,6 kNm

a4(z) = 0,468

NVz;ud = 2.190,4 kN

MV;y;ud =192,8 kNm

MV;z;ud = 192,8 kNm

NEN6770(11.2-3): UC= 0,06 < 1 Kiptoetsing C1-V1 (0.000-6.000) KK250/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm enkele buiging om de zwakke as

Mysd/(w-kip*Myud) = 0,0/1,00*190,6


Analyse

Staal

h = 250,0 mm

A = 9,17e-03 m2

Wy;el = 685.5e-06 m3

b = 250,0 mm

ly = 856.8e-07 m4

Wz;el = 685.5e-06 m3

Wz;pl = 811.1e-06m3

tf=10,0mm

lz = 856.8e-07 m4

Aw;y;el = 4.59e-03 m2

Aw;y;pl = 4.59e-03 m2

tw = 10,0 mm

Massa/m = 72,0 kg/m

Aw;z;el = 4.59e-03 m2

Aw;z;pl = 4.59e-03 m2

It = 142.0e-06 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S235

fya(toegepast) = 235 N/mm2 Wy;pl = 811.1e-06m3


Fu.C.1 op 2,200 m

Nx;sd =-33,2kN

Nc;ud = 2.155,1 kN NVy;ud = 2.190,3 kN

Profiel klasse = 1

Vy;sd = 0,0 kN

My;sd = 5,2 kNm

a3(y) = 0,455

Vz;sd =5,6kN

Mz;sd = 0,0 kNm

a4(y) = 0,468

Vy;ud =622,1 kN Vz;ud = 622,1 kN NVz;ud = 2.190,4 kN

My;ud =190,6 kNm Mz;ud =190,6 kNm MV;y;ud =192,8 kNm

a3(z) = 0,455 a4(z) = 0,468 MV;z;ud =192,8 kNm

NEN6770(11.3-22):UC = 0,03 < 1 Kiptoetsing C2-V1 (0.000-2.200)


Pagina 4



w-kip = 1,00 Handmatig KK250/10 NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3


Mysd/(w-kip*Myud) = 0,1/1,00*190,6


Analyse

Staal

h = 250,0 mm

A = 9,17e-03 m2

Wy;el = 685.5e-06 m3

b = 250,0 mm

ly = 856.8e-07 m4

Wz;el = 685.5e-06 m3

Wz;pl = 811.1e-06m3

tf = 10,0 mm

Iz = 856.8e-07 m4

Aw;y;el = 4.59e-03 m2

Aw;y;pl = 4.59e-03 m2

tw = 10,0 mm

Massa/m = 72,0 kg/m

Aw;z;el = 4.59e-03 m2

Aw;z;pl = 4.59e-03 m2

It = 142.0e-06 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S235

fyai

= 235 N/mm2 Wy;pl = 811.1e-06m3


Profiel klasse = 1

Fu.C.1 op 6,000 m

Nx;sd =-234,3 kN Nc;ud = 2.155,1 kN NVy;ud = 2.190,4 kN

Vy;sd =0,9kN

My;sd =0,0 kNm

a3(y) = 0,455

Vz;sd =0,0kN

Mz;sd =0,3 kNm

a4(y) = 0,468

Vy;ud =622,1 kN

My;ud =190,6 kNm

a3(z) = 0,455

Vz;ud =622,1 kN

Mz;ud =190,6 kNm

a4(z) = 0,468

NVz;ud = 2.190,4 kN

MV;y;ud =192,8 kNm

MV;z;ud =192,8 kNm

NEN6770(11.2-3): UC= 0,11 < 1 Kiptoetsing C3-V1 (0.000-6.000) KK250/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm enkele buiging om de zwakke as

Mysd/(w-kip*Myud) = 0,0/1,00*190,6


Analyse

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355

fya(toegepast) = 355 N/mm2


Profielklasse = 1

Fu.C.2 op 0,000 m

Nx;sd = 113,7 kN Nc;ud = 739,9 kN NVy;ud = 753,5 kN

Vy;sd =0,0kN

My;sd =-0,1 kNm

Vz;sd =0,2kN

Mz;sd =0,0 kNm

a4(y) = 0,397

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,397

NVz;ud = 753,5 kN

MV;y;ud =19,4 kNm

MV;z;ud =19,4 kNm

a3(y) = 0,386

NEN6770(11.2-1): UC= 0,15 < 1

Kiptoetsing C4-V1 (0.000-6.391) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Analyse

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355

fya(toi

= 355 N/mm2

Doorsnedetoetsing C5-V1 (0.000-6.391) Maatgevende combinatie: Nx;sd =-142,0 kN

Nc;ud = 739,9 kN NVy;ud = 753,5 kN

Profielklasse = 1

Fu.C.1 op 6,391 m Vy;sd

= 0,0 kN

My;sd =-0,3 kNm

a3(y) = 0,386

Vz;sd =-0,2kN

Mz;sd =0,0 kNm

a4(y) = 0,397

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,397

NVz:ud = 753,5 kN

MV;y;ud =19,4 kNm

MV;z;ud =19,4 kNm


Pagina 5



11.202 Geert Siereveld m, kN, klMm

NEN6770(11.2-3): UC= 0,19 < 1 Kiptoetsing CS-V1 (0.000-6.391) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Extreme Unity Check Staalcontrole volgens NEN6770/6771 Veld Toetsing

Combinatie

Formule

Max Unity Check

C1-V1 (0.000-6.000)

Doorsnede

Fu.C.3

NEN6770(11.2-3)

0,06

C2-V1 (0.000-2.200)

Doorsnede

Fu.C.1

NEN6770(11.3-22)

0,03

C3-V1 (0.000-6.000)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,11

C4-V1 (0.000-6.391)

Doorsnede

Fu.C.2

NEN6770(11.2-1)

0,15

C5-V1 (0.000-6.391)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,19


Pagina 6

Bijlage 3 Computeruitvoer: berekening eindhordes

O

Projectnaam Brug Doorslag Omschrijving Berekening Eindbordes Opdrachtgever Gemeente Nieuwegein Constructiegegevens Projecttype

Knopen

Staven

12

26

3D-Raamwerk

K7

Aannemersbedrijf Damsteegt Projectnummer Constructeur Eenheden Opleggingen


Profielen B el.gev.

Bel.comb. 8

K8

S1D

3ti o

\

8 1—

T -

KlV

85 8

CO T-

\ 1.Q50

■

..

..

K&

1.050

•

© Afb. Geometrie 1 (Vooraanzicht)

K3

S2

v1

K2

7

Cl

en

V

y

<4

1.050

0t

i

'

1.050

K

-4

1

Afb. Geometrie 2 (Achteraanzicht)

Brug Doorslag, Gemeente Nieuwegein, bijlage 3 berekening eindbordes

Pagina 1


Brug Doorslag Berekening Eindbordes Gemeente Nieuwegein



Afb. Geometrie 3 (Linkeraanzicht)

S17

K8

Afb. Geometrie 4 (Rechteraanzicht)


Pagina 2





g>-

e>-

Afb. Geometrie 5 (Bovernaanzicht)

Staven Staaf

B

Scharnier E

S1

K1

S2

K2

XYZXrYrZr XYZXrYrZr

XYZXrYrZr XYZXrYrZr

S3 S5 S6 S7

K3 K2

XYZXrYrZr XYZXrYrZr

XYZXrYrZr XYZXrYrZr

K5 K3

S8 S9

K5 K6 K7





S10

j

Knoop B

S11 S12 S13 S14 S15 S16 S17 S19 S20 S21 S22 S23 S24 S25 S26 S27 S28

K8 K7 K10 K8 K10 K7 K8 K1 K12 K6 K12 K4 K13 K9 K13 K8 K3

XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr XYZXrYrZr

Knoop E

Pre

X-B

Y-B

K2

P2

0,000

0,000

K3 K4 K5 K4

P4

0,000 2,100 0,000

0,000 0,000

K5 K1 K7 K8 K9 K10

XYZXrYrZr XYZXrYrZr

K9 K10


K6 K2

XYZXrYrZr XYZXrYrZr

K3 K12 K7 K12

XYZXrYrZr XYZXrYrZ XYZXrYrZ XYZXrYrZ


K2

XYZXrYrZ XYZXrYrZ


K3 K2 K7

XYZXrYrZ

K13 K8 K13

P2 P3 P3 P3 P3 P2

XE

Y-E

Z-E

Lengte

0,000

0,000

-3,600 -3,600 -3,600

2,100 2,100 1,050

0,000

-3,600

3,600

0,000 0,000 0,000

-3,600 0,000 -1,800

2,100 3,600 2,084

-1,800 -3,600 -1,800

2,100 1,050 0,000

0,000 0,000 0,000

0,000 -1,800 0,000

2,084 2,084 2,084

-2,200 -2,200 -2,200

0,000 -3,600 -3,600

0,000 2,100 2,100

-2,200 -2,200

-3,600 -3,600

3,600

-2,200 -2,200 -2,200

-3,600 -1,800 -3,600

1,050 2,100

-2,200 -2,200 -2,200

0,000 -1,800 0,000

2,100 3,600 2,084 2,084

-2,200 -2,200

-1,800 -3,600

1,050 0,000 0,000

-2,200 -2,200 0,000

-1,800 0,000

2,084 2,084

-2,200 0,000 -1,100

-3,600 0,000 -1,800

2,100 0,000

0,000 -1,100

-3,600 -3,600 -1,800

2,200 2,200

0,000 0,000 0,000

-2,200 -1,100 0,000

2,100 2,100 2,100

-1,100 -2,200 -1,100

0,000 0,000 0,000 0,000

1,050 2,100 1,050 0,000 0,000

P4 P2

2,100 0,000 1,050

P3 P3 P3

2,100 1,050 0,000 2,100

P3 P4 P4 P3 P3 P3

0,000 0,000

P3 P3

0,000 0,000 2,100

P3 P3 P3 P1 P1

-2,200 -1,100

Z-B

0,000

-3,600 -1,800 -3,600 -1,800 -3,600 -1,800

2,110 2,110 2,110

2,100 2,100

0,000 -1,100 -2,200

-1,800 0,000 -1,800 0,000

2,110 2,110 2,110

2,100 2,100 2,100

-1,100 -2,200 0,000

-1,800 -3,600 -3,600

2,100 0,000 0,000

0,000 0,000 -2,200

-3,600 -3,600

2,110 2,110 3,041

-3,600

3,041

m

m

m

m

m

m

m

Profielen Profiel P1

Profielnaam R100x10

Oppervlakte

1.0000e-03

It 3.1230e-08

8.3333e-09


Iz Materiaal 8.3333e-07 S235

Hoek

Pagina 3



P2 P3

KK250/10 KK80/8

Profiel

Profielnaam

P4

KK200/100/10


9.1708e-03 2.0843e-03

1.4203e-04 3.0269e-06

Oppervlakte

It

5.1708e-03 m2

2.1223e-05 m4


8.5684e-05 1.6838e-06

8.5684e-05 S235 1.6838e-06 S235

2.3554e-05 m4

Iz Materiaal 7.9522e-06 S235 m4 -

0 0 Hoek 0 0

Profielvormen Profiel P1

hB 0.010 m

Verlopende hoogte Nee

-

hE 0.010 m

tw 0.000 m

tf 0.000 m

tf2 0.000 m

B 0.100 m

bL 0.000 m

bR Raatliggers 0.000 Nee m -

Mx 0.000 m

Materialen Poison 0.30

Materiaalnaam S235

Dichtheid 78.50 kN/m3

Uitzettingcoeff 12.0000e-06 C°m

E-Modulus 2.1000e+08 kN/m2

Opleggingen Oplegging

Knopen

01

K1

02 03 04

K4 K9 K6

X vast vast vast vast kN/m

ff

Y vast vast vast vast kN/m

Z vast vast vast vast kN/m

Xr vrij vrij vrij vrij kNmrad

Yr vrij vrij vrij vrij kNmrad

Zr vrij vrij vrij vrij kNmrad

HoekXr 0 0 0 0 0

HoekYr 0 0 0 0

HoekZr 0 0 0 0 0

^

Afb. Lasten B.G.1 Permanent-eigengewicht constructie


Pagina 4



0



^

Afb. Lasten B.G.2 Permanent-eigengewicht trappen T1 & T2

3

Afb. Lasten B.G.3 Verdeelde veranderlijke belasting-t.g.v. trap T1


Pagina 5



9



^

Afb. Lasten B.G.4 Verdeelde veranderlijke belasting-horizontaal in langsrichting

9

^

Afb. Lasten B.G.5 Verdeelde veranderlijke belasting-verticaal op bordes


Pagina 6

Aannemersbedrijf Damsteegt Projectnaam Omschrijving Opdrachtgever


9

Projectnummer Constructeur Eenheden


>

Afb. Lasten B.G.6 Verdeelde veranderlijke belasting-horizontaaibelasting T1

j

0~

>

Afb. Lasten B.G.7 Verdeelde veranderlijke belasting-trap T2

Belastingsgevallen Type Beginwaarde Eindwaarde B.G.1: Permanent-eigengewicht constructie qG 0,72(1.00x) 0,72(1.00x)

Beginafstand

Eindafstand


0,000

3,600(L)

qG

0,41 (1.00x)

0,41 (1.00x)

0,000

2,100(L)

Z" S1,S3,S9,S11 Z" S2,S10,S16-S17

qG

0,16(1.00x)

0,16(1.00x)

0,000

2,084(L)

Z" S5-S8.S12-S15,


Pagina 7

Aannemersbedrijf Damsteegt Projectnaam Omschrijving Opdrachtgever



0,08(1.00x)

0,000

3,041(L)

Type Beginwaarde Eindwaarde B.G.1: Permanent-eigengewicht constructie q 2,00 2,00

Beginafstand

Eindafstand

qG

0,08(1.00x)

0,000 0,00 kN Z:

Som lasten X: 0,00 kN Y: B.G.2: Permanent-eigengewicht trappen T1 & T2 q 3,00 3,00 q 3,00 3,00

11.202 Geert Siereveld m, kN, kNm S19-S26 Z" S27-S28 Richting Staaf of knoop

2,100(L) 28,22 kN

0,000 0,000

2,100(L) 2,100(L)

Z' S2.S10

r sio Z'S10

q

1,00

1,00

0,000

2,200(L)

Z'S17

q

1,00

1,00

0,000

2,200(L)

Y* S17

6,30 kN Z:

Som lasten X: -2,20 kN Y: B.G.3: Verdeelde veranderlijke belasting-t.g.v. trap T1 q 46,00 46,00 q 25,00 25,00

0,000 0,000

96,60 kN Som lasten X: 0,00 kN Y: B.G.4: Verdeelde veranderlijke belasting-horizontaal in langsrichting 0,000 q 20,00 20,00 0,00 kN Som lasten X: -44,00 kN Y: B.G.5: Verdeelde veranderlijke belasting-verticaal op bordes q 5,00 5,00 0,000 0,00 kN Som lasten X: 0,00 kN Y: B.G.6: Verdeelde veranderlijke belasting-horizontaalbelasting T1 q 6,00 6,00 0,000 12,60 kN Som lasten X: 0,00 kN Y: B.G.7: Verdeelde veranderlijke belasting-trap T2 q 10,00 10,00 0,000 0,000 q 5,00 5,00 Som lasten

X:

-22,00

.

kN

2,100(L) 2,100(L) Z:

52,50

Z:

0,00

r sio Z'S10

kN

2,200(L)

r si7

kN

Z:

2,100(L) 21,00 kN

Z:

2,100(L) 0,00 kN

r sio

2,200(L) 2,200(L)

r S17

0,00 kN Z: m

kN Y:

8,50

11,00

Z' S2.S10

Z' S17

kN m

Fundamenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5 B.G.6 B.G.7

Omschrijving Permanent-eigengewicht constructie Permanent-eigengewicht trappen T1 & T2 Verdeelde veranderlijke belasting-tg.v. trap T1 Verdeelde veranderlijke belasting-horizontaal in langsrichting Verdeelde veranderlijke belasting-verticaal op bordes Verdeelde veranderlijke belastinghorizontaalbelasting T1 Verdeelde veranderlijke belasting-trap T2

Fu.C. Extreme oplegreacties

Oplegging 01 01 02 02 03 03 04 04

Knoop K1 K1 K4 K4 K9 K9 K6 K6

B.C. Fu.C.1

Xmax 33.29

Y -49.59

Fu.C.1 Fu.C.2 Fu.C.1 Fu.C.2 Fu.C.1

17.53 -5.36 22.31 -0.59 28.51

-44.24 -15.91 -41.44 -39.77 -36.09

33.29 -5.36

49.59 -45.91

Globale extreme waarden Fu.C.1 01 K1 Fu.C.2 02 K4 04 K6 01 K1 03 K9 01 K1

-

Fu.C.1 1.20 1.20 1.50 1.50

Fu.C.2 1.20 1.20 1.50

Fu.C.3 1.20 1.20

Fu.C.4 1.35 1.35

-

-

1.50

-

1.50

1.50

1.50

1.50

1.50

Z B.C. -243.67 Fu.C.1 -79.00 -147.73 Fu.C.2 158.26 89.52 Fu.C.1 -6.41 Fu.C.3 Fu.C.2

kN

X

-49.59

33.29

Zmax

X

Y

-243.67 Fu.C.1

-243.67

33.29

49.59

Fu.C.3 Fu.C.2 Fu.C.1 Fu.C.4 Fu.C.2 Fu.C.3

34.99 -147.73 158.26 -5.76 86.32 -72.77

14.69 -5.36 22.31 -0.49 1.91 19.68

-1.03 45.91 -41.44 -1.15 -39.79 1.60

158.26 -243.67 kN

22.31 33.29 kN

-41.44 -49.59 kN

Mzmax

Z B.C.

-45.91

-5.36

-147.73

-41.44 1.60 -39.79

22.31 19.68 1.91

158.26 -72.77 86.32

1.60 -49.59

19.68 33.29

-72.77 -243.67

-243.67 -147.73 Fu.C.3 Fu.C.1

kN

Ymax

kN -

kN

kN

Fu.C.1 Fu.C.1 kN -

Mymax

MX

MZ B.C.

Fu.C. Extreme oplegreacties (Momenten) Oplegging Knoop B.C. Globale extreme waarden

Mxmax

MY

'4-,' "

MZ B.C.


MX

MY

Pagina 8




kN

kN

kN -

kN

11.202 Geert Siereveld m, kN, kNm kN

kN -

kN

kN

kN

Staaltoets Resultaten Staalcontrole volgens NEN6770/6771 Doorsnedetoetsing C1-V1 (0.000-3.600) Maatgevende combinatie:

Profiel klasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-109,6 kN Nc;ud =2.155,1 kN

Vy;sd = 0,8 kN

My;sd =-0,2 kNm

a3(y) = 0,455

Vz;sd =-1,4kN

Mz;sd = 0,1 kNm

a4(y) = 0,468

Vy;ud =622,1 kN

My;ud =190,6 kNm

a3(z) = 0,455

Vz;ud =622,1 kN

Mz;ud =190,6 kNm

a4(z) = 0,468

NVy;ud = 2.190,4 kN

NVz;ud = 2.190,4 kN

MV;y;ud =192,8 kNm

MV;z;ud = 192,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =190,6 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 190,6kNm

q(z) = 1,030

NEN6770(11.2-3):UC = 0,05 < 1 Kiptoetsing C1-V1 (0.000-3.600) KK250/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C1-V1 (0.000-3.600) Maatgevende combinatie: Fu.C.1 My;1;s;d = -0,2kNm Nc;s;d = -109,6 kN

Mysd/(w-kip*Myud) = 0,0/1,00*190,6

Profielklasse = 1 My;2;s;d = -5,1 kNm

Mymid;sd = -2,7 kNm

Myequ;sd = 3,2 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = 3,1kNm

Mzmid;sd = 1,6kNm

Mzequsd = 1,9kNm

Methode Y = Cons, gesch M/phi Methode Z = Cons, gesch. M/phi FeulerY= 13.702,9 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 3,600 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 3,600 m

Fy;tot;s;d = -109,6 kN

n.y= 125,02

Chi-y = 0,858

FeulerZ= 13.702,9 kN

Fz;tot;s;d = -109,6 kN

n.z= 125,02

Chi-z = 0,514

Terml = 0,051

ny/(ny-1)= 1,008

Factor2 = 0,021

nz/(nz-1)= 1,008

Term4 = 0,051

ny/(ny-1)= 1,008

Factorê = 0,009

nz/(nz-1)= 1,008

UCy = 0,08

Terml = 0,051

Term2 = 0,022

Term3 = 0,009

UCz = 0,07

Term4 = 0,051

Term5 = 0,009

Term6 = 0,015

e*y = 0,009 e*z = 0,009 Factor4 = 0,009 Factorö = 0,015

Cons, gesch. M/phi NEN6771(12.3-1):UC = 0,08 < 1 Doorsnedetoetsing C2-V1 (0.000-2.100) Maatgevende combinatie:

Fu.C.1 op 2,100 m

Nx;sd =-7,2kN

Profiel klasse = 1

Vy;sd =5,9kN

My;sd = -0,9 kNm

a3(y) = 0,500

Vz;sd =-9,2kN

Mz;sd =7,3 kNm

a4(y) = 0,515

Vy;ud = 233,9 kN

My;ud =72,7 kNm

a3(z) = 0,226

Vz;ud = 467,7 kN

Mz;ud =44,8 kNm

a4(z) = 0,233

NVy;ud = 1.243,1 kN

NVz;ud = 1.243,0 kN

MV;y;ud = 74,1 kNm

MV;z;ud =46,2 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud = 72,7 kNm

q(y) = 1,030

a 2 =2,000

P 2 = 0,750

MNV;z;ud =44,8kNm

q(z) = 1,030

Nc;ud = 1.215,1 kN

NEN6770(11.2-5):UC= 0,16 < 1 Kiptoetsing C2-V1 (0.000-2.100) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C2-V1 (0.000-2.100) Maatgevende combinatie: Fu.C.3

Mysd/(w-kip*Myud) = 0,9/1,00*72,7

Profielklasse = 1

Nc;s;d = -15,0kN

My;1;s;d = -1,7kNm

My;2;s;d = -4,1 kNm

Mymid;sd = 2,7 kNm

Myequ;sd = 2,5 kNm

wKip(Fu.C.3)=1,00

Mz;1;s;d = -1,8kNm

Mz;2;s;d = 6,6kNm

Mzmid;sd = 2,4kNm

Mzequsd = 3,3kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeuierY=11.069,9 kN FeulerZ = 3.737,4 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,100 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,100 m

Fy;tot;s;d = -15,0kN Fz;tot;s;d = -15,0kN

n.y = 737,64 n.z = 249,04

Chi-y = 0,607 Chi-z =0,795


e*y= 0,004 e*z = 0,007

Pagina 9

Projectnaam Omschrijving Opdrachtgever Terml =0,012 Term4 = 0,012 UCy = 0,09 UCz = 0,11


Aannemersbedrijf Damsteegt Projectnurrimer Constructeur Eenheden


ny/(ny-1)= 1,001

Factor2 = 0,035

nz/(nz-1) = 1,004

Factor4 = 0,044

ny/(ny-1)= 1,001

Factoro = 0,027

nz/(nz-1) = 1,004

Factor8 = 0,075

Terml =0,012

Term2 = 0,035

Term3 = 0,044

Term4 = 0,012

Term5 = 0,027

Term6 = 0,075

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,11 < 1 Doorsnedetoetsing C3-V1 (0.000-3.600) Maatgevende combinatie:

Profielklasse = 1

Fu.C.2 op 3,600 m Vy;sd =-0,9kN

My;sd =-0,3 kNm

a3(y) = 0,455

Vz;sd =0,3kN

Mz;sd =-0,2 kNm

a4(y) = 0,468

Vy;ud =622,1 kN

My;ud =190,6 kNm

a3(z) = 0,455

Vz;ud =622,1 kN

Mz;ud =190,6 kNm

a4(z) = 0,468

NVy;ud = 2.190,4 kN

NVz;ud = 2.190,4 kN

MV;y;ud =192,8 kNm

MV;z;ud =192,8 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud =190,6 kNm

q(y) = 1,030

a 2 = 2,000

3 2 = 0,750

MNV;z;ud = 190,6kNm

q(z) = 1,030

Nx;sd =-65,6kN Nc;ud = 2.155,1 kN

NEN6770(11.2-3):UC= 0,03 < 1 Kiptoetsing C3-V1 (0.000-3.600) KK250/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,0/1,00*190,6

Stabiliteitstoetsing C3-V1 (0.000-3.600) Maatgevende combinatie: Fu.C.2 My;1;s;d = -0,3kNm

Profieiklasse = 1 Mymid;sd = -0,9 kNm

Myequ;sd = 1,0 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = 3,2kNm

Mzmid;sd = 1,5kNm

Mzequsd = 1,9kNm

Methode Y = Cons, gesch M/phi Methode Z = Cons, gesch. M/phi FeulerY= 13.702,9 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 3,600 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 3,600 m


n.y = 208,86

Chi-y = 0,471

e*y = 0,009

FeulerZ= 13.702,9 kN


n.z = 208,86

Chi-z = 0,882

e*z = 0,009

Terml = 0,030

ny/(ny-1)= 1,005

Factor2 = 0,008

nz/(nz-1)= 1,005

Factor4 = 0,005

Term4 = 0,030

ny/(ny-1)= 1,005

Factorö = 0,005

nz/(nz-1)= 1,005

Factor8 = 0,013

UCy = 0,04

Terml = 0,030

Term2 = 0,008

Term3 = 0,005

UCz = 0,05

Term4 = 0,030

Termö = 0,005

Term6 = 0,013

Nc;s;d = -65,6 kN

My;2;s;d = -1,4 kNm

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,05 < 1


Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =37,0kN Nc;ud = 489,8 kN

Vy;sd = 0,3 kN

My;sd = 0,2 kNm

Vz;sd = -0,1 kN

Mz;sd =-0,3 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

a3(y) = 0,386

Vz;ud =141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 12,7 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

NEN6770(11.2-1):UC= 0,08 < 1 Kiptoetsing C5-V1 (0.000-2.084) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Stabiliteitstoetsing C5-V1 (0.000-2.084) Profielklasse = 1

Maatgevende combinatie: Fu.C.2 Nc;s;d = -8,8 kN

My;1;s;d = 0,1 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = -0,1 kNm

Mz;2;s;d = -0,1kNm

Mzmid;sd = -0,1kNm

Mzequsd = 0,1kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeuierY = 803,7 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y = 91,21

Chi-y = 0,325


e*y = 0,007

Pagina 10





FeulerZ = 803,7 kN


n.z = 91,21

Chi-z = 0,946

e*z= 0,007

Terml =0,018

ny/(ny-1) = 1,011

Factor2 = 0,008

nz/(nz-1) = 1,011

Faotor4 = 0,003

Term4 = 0,018

ny/(ny-1) = 1,011

Factorê = 0,003

nz/(nz-1) = 1,011

Faotor8 = 0,014

UCy = 0,03

Terml =0,018

Term2 = 0,008

Term3 = 0,003

UCz = 0,03

Term4 = 0,018

Term5 = 0,003

Term6 = 0,014


Proflelklasse = 1

Fu.C.1 op 0,000 m Vy;sd =0,3kN

My;sd = 0,0 kNm

a3(y) = 0,386

Vz;sd =0,1 kN

Mz;sd = -0,1 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud = 12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nx;sd =36,7kN Nc;ud = 489,8 kN NVy;ud = 498,8 kN

NEN6770(11.2-1):UC= 0,08 < 1 Kiptoetsing C6-V1 (0.000-2.084) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C6-V1 (0.000-2.084) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Proflelklasse = 1

Nc;s;d = -9,3 kN

My;1;s;d = 0,OkNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -0,1kNm

Mzmid;sd = -0,1kNm

Mzequsd = 0,1kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 803,7 kN FeulerZ = 803,7 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y = 86,48

Chi-y = 0,313


n.z = 86,48

Chi-z = 0,950

Terml =0,019

ny/(ny-1)= 1,012

Factor2 = 0,009

nz/(nz-1)= 1,012

Term4 = 0,019

ny/(ny-1) = 1,012

Factorö = 0,003

nz/(nz-1)= 1,012

UCy = 0,03

Terml =0,019

Term2 = 0,009

Term3 = 0,003

Term4 = 0,019 UCz = 0,04 Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,04 < 1

Tenn5 = 0,003

Term6 = 0,015

e*y = 0,007 e*z = 0,007 Factor4 = 0,003 Factor8 = 0,015


Profiel klasse = 1

Fu.C.1 op 2,084 m

Nx;sd =-62,0kN

Vy;sd =-0,4kN

My;sd = 0,1 kNm

a3(y) = 0,386

Vz;sd =0,2kN

Mz;sd =-0,1 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud = 12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud = 12,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nc;ud = 489,8 kN

NEN6770(11.2-3):UC= 0,13 < 1 Kiptoetsing C7-V1 (0.000-2.084) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C7-V1 (0.000-2.084) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*12,7

Profielklasse = 1

Nc;s;d = -62,0 kN

My;1;s;d = 0,1 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = -0,1 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.1)=1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


Pagina 11





FeulerZ = 803,7 kN

Fy;tot;s;d = -62,0 kN Fz;tot;s;d = -62,0 kN

n.y= 12,96 n.z = 12,96

Chi-y= 0,226 Chi-z = 0,974

Terml = 0,127

ny/(ny-1) = 1,084

Factor2 = 0,042

nz/(nz-1)= 1,084

Term4 = 0,127

ny/(ny-1) = 1,084

Factor6 = 0,005

nz/(nz-1) = 1,084

UCy = 0,18

Terml = 0,127

Term2 = 0,045

Term3 = 0,006

Term4 = 0,127 UCz = 0,20 Cons, gesch. M/phi NEN6771(12.3-2):UC = 0,20 < 1

Term5 = 0,006

Term6 = 0,065

FeulerY = 803,7 kN

e*y= 0,007 e*z = 0,007 Factor4 = 0,005 Factors = 0,060


Profielklasse = 1

Fu.C.1 op 2,084 m Vy;sd =-0,3kN

My;sd = 0,2 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =-0,4 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud = 12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 12,7 kNm

q(y) = 1,030

B 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nx;sd =-62,8kN Nc;ud = 489,8 kN

a 2 = 2,000 NEN6770(11.2-3):UC=

0,13 < 1

Kiptoetsing C8-V1 (0.000-2.084) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C8-V1 (0.000-2.084) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*12,7

Profielklasse = 1

Nc;s;d = -62,8 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = -0,4kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y= 12,81

Chi-y = 0,555

e*y = 0,007

n.z= 12,81

Chi-z= 0,832

e*z = 0,007

Terml =0,128

ny/(ny-1) = 1,085

Factor2 = 0,044

nz/(nz-1)= 1,085

Factor4 = 0,006

Term4 = 0,128

ny/(ny-1) = 1,085

Factor6 = 0,006

nz/(nz-1)= 1,085

Factor8 = 0,048

UCy = 0,18

Terml = 0,128

Term2 = 0,048

Term3 = 0,007

UCz = 0,19

Term4 = 0,128

Temn5 = 0,007

Term6 = 0,052

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,19 < 1 Doorsnedetoetsing C9-V1 (0.000-3.600) Maatgevende combinatie: Fu.C.1 op 3,600 m Vy;sd =0,7kN Nx;sd =-18,7kN

Profielklasse = 1 My;sd =-14,7 kNm

a3(y) = 0,455

Vz;sd =-4,4kN

Mz;sd = 2,1 kNm

a4(y) = 0,468

Vy;ud = 622,1 kN

My;ud =190,6 kNm

a3(z) = 0,455

Vz;ud = 622,1 kN

Mz;ud =190,6 kNm

a4(z) = 0,468

NVy;ud = 2.190,4 kN

NVz;ud = 2.190,4 kN

MV;y;ud = 192,8 kNm

MV;z;ud =192,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =190,6 kNm

q(y) = 1,030

B 2 = 0,750

MNV;z;ud = 190,6kNm

q(z) = 1,030

Nc;ud = 2.155,1 kN

a 2 = 2,000 NEN6770(11.3-31):UC=

,

0,08 < 1

Kiptoetsing C9-V1 (0.000-3.600) KK250/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*190,6

Stabiliteitstoetsing C9-V1 (0.000-3.600) Maatgevende combinatie: Fu.C.1 Nc;s;d = -21,9 kN My;1 ;s;d = 0,9 kNm

My;2;s;d = -14,7 kNm

Mymid;sd = -6,9 kNm

Myequ;sd = 8,5 kNm

wKip(Fu.d) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = 2,1 kNm

Mzmid;sd = 0,9kNm

Mzequsd = 1y1kNm

Methode Y = Cons, gesch. M/phi .

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 3,600 m

Profielklasse = 1


Pagina 12

)





Methode Z = Cons, gesch. M/phi FeulerY= 13.702,9 kN FeulerZ= 13.702,9 kN

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 3,600 m

Fy;tot;s;d = -21,9kN

n.y = 627,10

Chi-y = 0,992

Fz;tot;s;d = -21,9kN

n.z = 627,10

Chi-z = 0,129

Terml =0,010

ny/(ny-1) = 1,002

Factor2 = 0,045

nz/(nz-1) = 1,002

Term4 = 0,010

ny/(ny-1)= 1,002

Factorê = 0,006

nz/(nz-1)= 1,002

UCy = 0,06

Terml = 0,010

Term2 = 0,046

Term3 = 0,006

UCz = 0,02

Term4 = 0,010

Term5 = 0,006

Term6 = 0,007


Cons, gesch. M/phi NEN6771(12.3-1):UC = 0,06 < 1 Doorsnedetoetsing C10-V1 (0.000-2.100) Maatgevende combinatie: Nx;sd =-35,9kN

Profiel klasse = 1

Fu.C.1 op 2,100 m Vy;sd =-91,6kN

My;sd =-13,1 kNm

a3(y) = 0,500

Vz;sd =-52,4kN

Mz;sd =-30,5 kNm

a4(y) = 0,512

Vy;ud = 233,9 kN

My;ud = 72,7 kNm

a3(z) = 0,226

Vz;ud = 467,7 kN

Mz;ud =44,8 kNm

a4(z) = 0,215

NVy;ud = 1.237,2 kN

NVz;ud = 1.166,0 kN

MV;y;ud = 73,8 kNm

MV;z;ud =42,4 kNm

a 1 = 2,000

p 1 = 0,750

MNV;y;ud = 72,7 kNm

q(y) = 1,024

a 2 =1,000

P2

MNV;z;ud =42,4kNm

q(z) = 0,948

Nc;ud = 1.215,1 kN

=1,000

NEN6770(11.3-31):UC = 0,74 < 1 Kiptoetsing C10-V1 (0.000-2.100) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C10-V1 (0.000-2.100) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 1,9/1,00*72,7

Profielklasse = 1

Nc;s;d = -13,5kN

My;1;s;d = -12,7 kNm

My;2;s;d = -12,8 kNm

Mymid;sd = 11,0 kNm

Myequ;sd = 11,0 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -20,5kNm

Mz;2;s;d = -20,8kNm

Mzmid;sd = 23,4kNm

Mzequsd = 23,4kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY=11.069,9 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,100 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,100 m


n.y = 818,05

Chi-y = 0,425


n.z = 276,19

Chi-z = 0,905

ny/(ny-1)= 1,001

Factor2 = 0,151

nz/(nz-1) = 1,004

ny/(ny-1)= 1,001

Factor6 = 0,136

nz/(nz-1) = 1,004

Terml =0,011

Term2 = 0,152

Term3 = 0,222

Term4 = 0,011 UCz = 0,67 Cons, gesch. M/phi NEN6771 (12.3-2): UC= 0,67 < 1

Term5 = 0,137

Term6 = 0,525

FeulerZ = 3.737,4 kN Terml =0,011 Term4 = 0,011 UCy = 0,38

Doorsnedetoetsing C11-V1 (0.000-3.600) Maatgevende combinatie: Fu.C.1 op 0,000 m Nx;sd =51,2kN Nc;ud = 2.155,1 kN


Profiel klasse = 1

Vy;sd =0,0kN

My;sd =-11,5 kNm

Vz;sd =3,4kN

Mz;sd = 0,1 kNm

a3(y) = 0,455 a4(y) = 0,468

Vy;ud = 622,1 kN

My;ud = 190,6 kNm

a3(z) = 0,455 a4(z) = 0,468

Vz;ud = 622,1 kN

Mz;ud =190,6 kNm

NVy;ud = 2.190,4 kN

NVz;ud = 2.190,4 kN

MV;y;ud =192,8 kNm

MV;z;ud =192,8 kNm

a 1 = 1,000

P 1 = 1,000

MNV;y;ud =190,6 kNm

q(y)= 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 190,6kNm

q(z)= 1,030

NEN6770(11.3-31):UC=

0,06 < 1

Kiptoetsing C11-V1 (0.000-3.600) KK250/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*190,6


My;2;s;d = -1,9 kNm

Mymid;sd = -0,9 kNm

Myequ;sd = 1*1 kNlrf

wKip(Fu.C.4) = 1,00

Mz;2;s;d = -0,5kNm

Mzmid;sd = -0,2kNm

Mzequsd = 0,3kNm

Mz;1;s;d = 0,1kNm

Profielklasse = 1


Pagina 13





Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY= 13.702,9 kN FeulerZ= 13.702,9 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 3,600 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 3,600 m


n.y= 1.841,54

Chi-y= 0,972


n.z= 1.841,54

Chi-z = 0,237

Terml = 0,003

ny/(ny-1) = 1,001

Factor2 = 0,006

nz/(nz-1)= 1,001

Term4 = 0,003

ny/(ny-1)= 1,001

Factorö = 0,001

nz/(nz-1) = 1,001

UCy = 0,01

Terml = 0,003

Term2 = 0,006

Term3 = 0,001


Term5 = 0,001

Term6 = 0,002



Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =-0,4kN

My;sd = 0,6 kNm

a3(y) = 0,386

Vz;sd =-0,4kN

Mz;sd =0,8 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud = 12,8 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030


NEN6770(11.2-1):UC= 0,10 < 1 Kiptoetsing C12-V1 (0.000-2.084) Mysd/(w-kip*Myud) = 0,1/1,00*12,7

KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Doorsnedetoetsing C13-V1 (0.000-2.084) Maatgevende combinatie:

Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =50,1 kN Nc;ud = 489,8 kN

Vy;sd =-0,3kN

My;sd = 0,0 kNm

Vz;sd =0,OkN

Mz;sd =0,5 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

NVy;ud = 498,8 kN

NEN6770(11.2-1):UC= 0,10 < 1 Kiptoetsing C13-V1 (0.000-2.084) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C13-V1 (0.000-2.084) Maatgevende combinatie: Fu.C.4 My;1;s;d = 0,0kNm Nc;s;d = -0,1 kN

Mysd/(w-kip*Myud) = 0,0/1,00*12,7


Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4)=1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNm

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y = 5.559,17 n.z = 5.559,17

Chi-y = 0,918 Chi-z = 0,397

Terml = 0,000

ny/(ny-1) = 1,000 ny/(ny-1) = 1,000

Factor2 = 0,003

nz/(nz-1) = 1,000

Factor4 = 0,001

Term4 = 0,000

Factorö = 0,001

nz/(nz-1)= 1,000

Factor8 = 0,001

UCy = 0,00 UCz = 0,00

Terml = 0,000 Term4 = 0,000

Term2 = 0,003 Term5 = 0,001

Term3 = 0,001 Term6 = 0,001

e*y = 0,007 e*z = 0,007

Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,00 < 1 Doorsnedetoetsing C14-V1 (0.000-2.084) Maatgevende combinatie: Nx;sd =-48,6kN


Profiel klasse = 1 My;sd = 0,2 kNm


a3(y) = 0,386

Pagina 14



No;ud = 489,8 kN



Vz;sd =0,4kN

Mz;sd = 0,5 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud = 12,7 kNm

q(y) = 1,030

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030


Mysd/(w-kip*Myud) = 0,1/1,00*12,7

Profielklasse = 1

Nc;s;d = -48,6 kN

My;1;s;d = 0,2kNm

My;2;s;d = -0,5 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,2 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,5kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y = 16,55

Chi-y = 0,649

e*y = 0,007


n.z = 16,55

Chi-z = 0,761

e*z = 0,007

Terml = 0,099

ny/(ny-1)= 1,064

Factor2 = 0,046

nz/(nz-1)= 1,064

Factor4 = 0,014

Term4 = 0,099

ny/(ny-1)= 1,064

Factorê = 0,014

nz/(nz-1)= 1,064

Factorö = 0,050

UCy = 0,16

Terml = 0,099

Term2 = 0,049

Term3 = 0,015

UCz = 0,17

Term4 = 0,099

Term5 = 0,015

Term6 = 0,053


Fu.C.1 op 2,084 m

Profielklasse = 1

Vy;sd =0,3kN

My;sd = 0,4 kNm

a3(y) = 0,386

Vz;sd =0,4kN

Mz;sd = 0,7 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 12,7 kNm

q(V) = 1,030

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nx;sd =-49,4kN Nc;ud = 489,8 kN

NEN6770(11.2-3): UC= 0,10< 1 Kiptoetsing C15-V1 (0.000-2.084) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C15-V1 (0.000-2.084) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*12,7

Profielklasse = 1

Nc;s;d = -49,4 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,4 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,2 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = 0,7kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,4kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 803,7 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,084 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,084 m


n.y = 16,27

Chi-y = 0,343

e*y = 0,007


n.z= 16,27

Chi-z = 0,939

e*z = 0,007

ny/(ny-1) = 1,065

Factor2 = 0,041

nz/(nz-1) = 1,065

Factor4 = 0,012

ny/(ny-1)= 1,065

Factor6 = 0,012

nz/(nz-1) = 1,065

Factor8 = 0,062

Terml =0,101

Term2 = 0,044

Term3 = 0,012

Term4 = 0,101

Term5 = 0,012

Term6 = 0,067

FeulerZ = 803,7 kN Terml =0,101 Term4 = 0,101 UCy = 0,16 UCz = 0,18


Fu.C.2 op 0,000 m

Profiel klasse = 1


Pagina 15



Nx;sd =-36,8kN

Vy;sd =-8,8kN

Aannemersbedrijf Damsteegt Projectnummer Constructeur Eenheden My;sd =2,7kNm Mz;sd =15,4kNm My;ud =72,7kNm Mz;ud =44,8kNm MV;y;ud = 74,1 kNm MNV;y;ud =72,7 kNm MNV;z;ud =44,8kNm

Vz;sd =-2,0kN Vy;ud = 233,9 kN

Nc;ud = 1.215,1 kN

Vz;ud = 467,7 kN NVy;ud = 1.243,3 kN

NVz;ud = 1.242,7 kN

a 1 = 1,000

P 1 =1,000

a 2 =2,000

P 2 = 0,750

11.202 Geert Siereveld m, kN, kNm a3(y) = 0,500 a4(y) = 0,515 a3(z) = 0,226 a4(z) = 0,233 MV;z;ud =46,2 kNm q(y) = 1,030 q(z) = 1,029

NEN6770(11.2-5):UC= 0,34 < 1 Kiptoetsing C16-V1 (0.000-2.200) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C16-V1 (0.000-2.200) Maatgevende combinatie: Fu.C.2 Nc;s;d = -36,8 kN My;1;s;d = 2,7kNm wKip(Fu.C.2) = 1,00 Mz;1;s;d = -3,9kNm Methode Y = Cons, gesch M/phi Methode Z = Cons, gesch. M/phi FeulerY = 10.086,4 kN FeulerZ = 3.405,3 kN Terml = 0,030 Term4 = 0,030 UCy = 0,07 UCz = 0,22 Cons, gesch. M/phi NEN6771(12.3-2): UC

Mysd/(w-kip*Myud) = 0,2/1,00*72,7

Profieiklasse = 1 My;2;s;d = -2,9 kNm

Mymid;sd = 0,2 kNm

Myequ;sd = 1,1 kNm

Mz;2;s;d = 15,4kNm

Mzmid;sd = 5,7kNm

Mzequsd = 7,6kNm

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,200 m


n.y = 274,41


n.z= 92,64

Chi-y =• 0,149 Chi-z == 0,989

ny/(ny-1)= 1,004

Factor2 = 0,018

nz/(nz- 1)= 1,011

ny/(ny-1) = 1,004

FactonS = 0,016

nz/(nz- 1) = 1,011

Terml = 0,030

Term2 = 0,018

Term3 = 0,026

Term4 = 0,030

Term5 = 0,016

Term6 = 0,178


0,22 < 1


Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =59,6kN

My;sd = -0,1 kNm

a3(y) = 0,500

Vz;sd =7,6kN

Mz;sd =-28,5 kNm

a4(y) = 0,515

Vy;ud = 233,9 kN

My;ud =72,7 kNm

a3(z) = 0,226

Vz;ud = 467,7 kN

Mz;ud =44,8 kNm

a4(z) = 0,226

NVy;ud = 1.243,2 kN

NVz;ud = 1.211,4 kN

MV;y;ud = 74,1 kNm

MV;z;ud =44,6 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud =72,7 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =44,6kNm

q(z) = 0,996

Nx;sd =^l5,0kN Nc;ud = 1.215,1 kN

NEN6770(11.2-5):UC = 0,64 < 1 Kiptoetsing C17-V1 (0.000-2.200) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,6/1,00*72,7


Maatgevende combinatie: Fu.C.1 My;1;s;d = -0,1 kNm

My;2;s;d = -5,8 kNm

Mymid;sd = 2,5 kNm

Myequ;sd = 2,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -9,2kNm

Mz;2;s;d = -28,5kNm

Mzmid;sd = 8,6kNm

Mzequsd = 11,4kNm

Methode Y = Cons, gesch M/phi Methode Z = Cons, gesch M/phi FeulerY = 10.086,4 kN FeulerZ = 3.405,3 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,200 m


n.y = 224,13

Chi-y = 0,198

e*y= 0,004

n.z = 75,67

Chi-z = 0,980

e*z = 0,007

Terml = 0,037

ny/(ny-1) = 1,004

Factor2 = 0,034

nz/(nz-1)= 1,013

Factor4 = 0,050

Term4 = 0,037

ny/(ny-1) = 1,004

Factorö = 0,031

nz/(nz-1)= 1,013

Factor8 = 0,261

UCy = 0,12

Terml = 0,037

Temn2 = 0,034

Term3 = 0,051

UCz = 0,33

Term4 = 0,037

Term5 = 0,031

Term6 = 0,265

Nc;s;d = -45,0 kN

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,33 < 1

Doorsnedetoetsing C19-V1 (0.000-2.110)


Pagina 16



Aannemersbedrijf Damsteegt Projectnummer Constructeur Eenheden Profielklasse = 1

Fu.C.1 op 0,000 m

Maatgevende combinatie: Nx;sd =-93,3kN Nc;ud = 489,8 kN


Vy;sd =-0,5kN

My;sd = -0,2 kNm

Vz;sd =0,2kN

Mz;sd = 0,5 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud = 12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

a3(y) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud = 12,7 kNm

q(y) = 1,030

6 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

a 2 = 2,000 NEN6770(11.2-3):UC=

0,19 < 1


Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profielklasse = 1

Nc;s;d = -93,3 kN

My;1;s;d = 0,1kNm

My;2;s;d = -0,2 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,5kNm

Mz;2;s;d = -0,6kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,2kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 784,2 kN FeulerZ= 784,2 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,110m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110 m


n.y = 8,41

Chi-y = 0,353

e*y = 0,007


n.z = 8,41

Chi-z = 0,936

e"z = 0,007

Terml = 0,190

ny/(ny-1)= 1,135

Factor2 = 0,062

nz/(nz-1) = 1,135

Factor4 = 0,007

Term4 = 0,190

ny/(ny-1) = 1,135

Factor6 = 0,007

nz/(nz-1) = 1,135

Factorö = 0,074

UCy = 0,27

Terml = 0,190

Term2 = 0,071

Term3 = 0,008

UCz = 0,28

Term4 = 0,190

Term5 = 0,008

Term6 = 0,084

Cons, gesch. M/phi NEN6771 (12.3-2): UC= 0,28 < 1 Doorsnedetoetsing C20-V1 (0.000-2.110) Maatgevende combinatie:

Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-92,5kN

Vy;sd =-0,6 kN

My;sd =0,0 kNm

a3(y) = 0,386

Vz;sd = 0,1 kN

Mz;sd = 0,1 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

p 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nc;ud = 489,8 kN

a 2 = 2,000 NEN6770(11.2-3):UC=

0,19< 1

Kiptoetsing C20-V1 (0.000-2.110) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C20-V1 (0.000-2.110) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profielklasse = 1

Nc;s;d = -92,5 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,3kNm

Mzmid;sd = -0,6kNm

Mzequsd = 0,7kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 784,2 kN FeulerZ= 784,2 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,110m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110 m


n.y = 8,48

Chi-y =0,049

e*y = 0,007


n.z = 8,48

Chi-z = 0,999

e*z = 0,007

Terml = 0,189

ny/(ny-1) = 1,134

Factor2 = 0,057

nz/(nz-1)= 1,134

Factor4 = 0,003

Term4 = 0,189

ny/(ny-1) = 1,134

Factor6 = 0,003

nz/(nz-1)= 1,134

Factor8 = 0,113

UCy = 0,26

Terml =0,189

Term2 = 0,065

Term3 = 0,003

UCz = 0,32

Term4 = 0,189

Term5 = 0,003

Term6 = 0,128



Pagina 17






Profielklasse = 1

Fu.C.2 op 2,110 m


Vy;sd =-0,4kN

My;sd =-0,1 kNm

Vz;sd =-0,2kN

Mz;sd = 0,1 kNm

a4(y) = 0,397

Vy;ud =141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

a3(y) = 0,386

Vz;ud =141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

NEN6770(11.2-1):UC= 0,15 < 1 Kiptoetsing C21-V1 (0.000-2.110) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C21-V1 (0.000-2.110) Maatgevende combinatie: Fu.C.3

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profiel

= 1

Nc;s;d = -2,8 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.3) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNrn

Mzmid;sd = O.OkNm

Mzequsd = O.OkNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,110m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110 m


n.y = 276,91

Chi-y = 0,717


n.z = 276,91

Chi-z = 0,697

Terml = 0,006

ny/(ny-1) = 1,004

Factor2 = 0,003

nz/(nz-1) = 1,004

Term4 = 0,006

ny/(ny-1) = 1,004

Factorö = 0,001

nz/(nz-1) = 1,004

UCy = 0,01

Terml = 0,006

Term2 = 0,003

Term3 = 0,001

UCz = 0,01

Term4 = 0,006

Term5 = 0,001

Term6 = 0,003


Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,01< 1 Doorsnedetoetsing C22-V1 (0.000-2.110) Maatgevende combinatie:

Profielklasse = 1

Fu.C.2 op 2,110 m


Vy;sd =-0,6kN

My;sd = 0,1 kNm

Vz;sd =0,0kN

Mz;sd = -0,4 kNm

a3(y) = 0,386 a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030


Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profielklasse = 1

Nc;s;d = -2,4 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.3) = 1,00

Mz;1;s;d = O.OkNm

Mz;2;s;d = O.OkNm

Mzmid;sd = O.OkNm

Mzequsd = O.OkNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,110m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110 m


n.y = 332,90

Chi-y = 0,804

e*y= 0,007


n.z = 332,90

Chi-z= 0,594

e*z = 0,007

Terml = 0,005

ny/(ny-1) = 1,003

Factor2 = 0,003

nz/(nz-1)= 1,003

Factor4 = 0,001

Term4 = 0,005

ny/(ny-1) = 1,003

Factorö = 0,001

nz/(nz-1)= 1,003

Factor8 = 0,003

UCy = 0,01

Terml = 0,005

Term2 = 0,003

Term3 = 0,001

UCz = 0,01

Term4 = 0,005

Term5 = 0,001

Term6 = 0,003

Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,01< 1


Pagina 18





Doorsnedetoetsing C23-V1 (0.000-2.110) Maatgevende combinatie: Nx;sd =-86,6kN


Nc;ud = 489,8 kN

Profiel klasse = 1 My;sd =-0,2 kNm

a3(y) = 0,386

Vz;sd =0,2kN

Mz;sd =-0,4 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud = 12,7 kNm

a3(z) = 0,386 a4(z) = 0,397

Vz;ud = 141,4 kN

Mz;ud =12,7 kNm

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

8 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

NEN6770(11.2-3):UC = 0,18 < 1 Kiptoetsing C23-V1 (0.000-2.110) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C23-V1 (0.000-2.110) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profielklasse = 1

Nc;s;d = -86,6 kN

My;1;s;d = 0,1 kNm

My;2;s;d = -0,2 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = 0,1kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,110m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110m


n.y = 9,06

Chi-y = 0,301

e*y = 0,007


n.z = 9,06

Chi-z= 0,954

e*z = 0,007

Terml =0,177

ny/(ny-1) = 1,124

Factor2 = 0,058

nz/(nz-1)= 1,124

Factor4 = 0,006

Term4 = 0,177

ny/(ny-1) = 1,124

Factorö = 0,006

nz/(nz-1)= 1,124

Factor8 = 0,072

UCy = 0,25

Terml =0,177

Term2 = 0,065

Term3 = 0,007

UCz = 0,26

Term4 = 0,177

Term5 = 0,007

Term6 = 0,080

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,26 < 1 Doorsnedetoetsing C24-V1 (0.000-2.110) Maatgevende combinatie:

Fu.C.2 op 0,000 m

Nx;sd =-85,8kN

Profielklasse = 1

Vy;sd =0,6kN

My;sd = 0,0 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =0,0 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud =141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud = 12,8 kNm

MV;z;ud = 12,8 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

Nc;ud = 489,8 kN

NEN6770(11.2-3): UC= 0,18< 1 Kiptoetsing C24-V1 (0.000-2.110) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C24-V1 (0.000-2.110) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*12,7

Profielklasse = 1

Nc;s;d = -85,8 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 1,3kNm

Mzmid;sd = 0,6kNm

Mzequsd = 0,8kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 784,2 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,110 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,110 m


n.y = 9,14

Chi-y = 0,053

e*y = 0,007


n.z = 9,14

Chi-z = 0,999

e*z = 0,007

ny/(ny-1) = 1,123

Factor2 = 0,054

nz/(nz-1)= 1,123

Factor4 = 0,003

ny/(ny-1)= 1,123

Factorö = 0,003

nz/(nz-1)= 1,123

Factor8 = 0,112

Terml = 0,175

Term2 = 0,061

Term3 = 0,004

Term4 = 0,175

Ternrö = 0,004

Term6 = 0,126

FeulerZ = 784,2 kN Terml =0,175 Term4 = 0,175 UCy = 0,24 UCz = 0,30


Pagina 19






Fu.C.1 op 2,110 m


Profiel klasse = 1 a3(y) = 0,386

Vy;sd =0,4kN

My;sd = -0,1 kNm

Vz;sd =-0,2kN

Mz;sd = 0,2 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud = 141,4 kN

Mz;ud = 12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 12,7 kNm

q(y) = 1,030

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030

NEN6770(11.2-1):UC=

0,16 < 1

Kiptoetsing C25-V1 (0.000-2.110) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,0/1,00*12,7


Fu.C.1 op 2,110 m

Profielklasse = 1

Vy;sd =0,6kN

My;sd = 0,1 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =0,8 kNm

a4(y) = 0,397

Vy;ud = 141,4 kN

My;ud =12,7 kNm

a3(z) = 0,386

Vz;ud =141,4 kN

Mz;ud =12,7 kNm

a4(z) = 0,397

NVy;ud = 498,8 kN

NVz;ud = 498,8 kN

MV;y;ud =12,8 kNm

MV;z;ud =12,8 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =12,7 kNm

q(y) = 1,030

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,7kNm

q(z) = 1,030


NEN6770(11.2-1):UC= 0,16 < 1 Kiptoetsing C26-V1 (0.000-2.110) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,0/1,00*12,7


Fu.C.2 op 0,000 m

Profiel klasse = 3

Vy;sd =-0,8kN

My;sd = 0,1 kNm

a1 = 0,500

Vz;sd = -0,1 kN

Mz;sd =1,5 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud =0,4 kNm

p = 0,996

Vz;ud = 135,7 kN

Mz;ud =3,9 kNm

q = 1,030

NVy;ud = 0,0 kN

NVz;ud = 0,0 kN

MV;y;ud =0,0 kNm

MV;z;ud = 0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud = 0,0 kNm

a 2 = 0,000

p 2 = 0,000

MNV;z;ud =0,0kNm

Nx;sd =-3,7kN Nc;ud = 235,0 kN

:J

NEN6770(11.4-3): UC= 0,59 < 1 Doorsnedetoetsing C28-V1 (0.000-3.041) Maatgevende combinatie:

Fu.C.2 op 3,041 m


Profiel klasse = 3

Vy;sd =0,8kN

My;sd = 0,1 kNm

a1 = 0,500

Vz;sd = 0,1 kN

Mz;sd =1,5 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud = 0,4 kNm

Vz;ud = 135,7 kN

Mz;ud =3,9 kNm

p = 0,996 q = 1,030 MV;z;ud = 0,0 kNm

NVy;ud = 0,0 kN

NVz;ud = 0,0 kN

MV;y;ud =0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 = 0,000

p 2 = 0,000

MNV;z;ud =0,0kNm

NEN6770(11.4-3): UC = 0,59 < 1

Unity Check Staalcontrole volgens NEN6770/6771


Pagina 20





Veld

Toetsing

Combinatie

Formule

Max Unity Check

C1-V1 (0.000-3.600)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,05

C1-V1 (0.000-3.600)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

0,08

C1-V1 (0.000-3.600)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,07

C1-V1 (0.000-3.600)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C2-V1 (0.000-2.100)

Doorsnede

Fu.C.1

NEN6770(11.2-5)

0,16

C2-V1 (0.000-2.100)

Stabiliteit

Fu.C.3

NEN6771 (12.3-1)

0,09

Veld

Toetsing

Combinatie

Formule

Max Unity Check

C2-V1 (0.000-2.100)

Stabiliteit

Fu.C.3

NEN6771 (12.3-2)

0,11

C2-V1 (0.000-2.100)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C3-V1 (0.000-3.600)

Doorsnede

Fu.C.2

NEN6770(11.2-3)

0,03

C3-V1 (0.000-3.600)

Stabiliteit

Fu.C.2

NEN6771 (12.3-1)

0,04

C3-V1 (0.000-3.600)

Stabiliteit

Fu.C.2

NEN6771 (12.3-2)

0,05

C3-V1 (0.000-3.600)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C5-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,08

C5-V1 (0.000-2.084)

Stabiliteit

Fu.C.2

NEN6771 (12.3-1)

0,03

C5-V1 (0.000-2.084)

Stabiliteit

Fu.C.2

NEN6771 (12.3-2)

0,03

C5-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C6-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,08

C6-V1 (0.000-2.084)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,03

C6-V1 (0.000-2.084)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,04

C6-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C7-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,13

C7-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,18

C7-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,20

C7-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C8-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,13 0,18

C8-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

C8-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,19

C8-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C9-V1 (0.000-3.600)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,08

C9-V1 (0.000-3.600)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

0,06

C9-V1 (0.000-3.600)

Stabiliteit

Fu.C.1

NEN6771(12.3-2)

0,02

C9-V1 (0.000-3.600)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C10-V1 (0.000-2.100)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,74

C10-V1 (0.000-2.100)

Stabiliteit

Fu.C.2

NEN6771 (12.3-1)

0,38

C10-V1 (0.000-2.100)

Stabiliteit

Fu.C.2

NEN6771 (12.3-2)

0,67

C10-V1 (0.000-2.100)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C11-V1 (0.000-3.600)

Doorsnede

Fu.C.1

NEN6770(11.3-31)

0,06

C11-V1 (0.000-3.600)

Stabiliteit

Fu.C.4

NEN6771 (12.3-1)

0,01

C11-V1 (0.000-3.600)

Stabiliteit

Fu.C.4

NEN6771 (12.3-2)

0,01

C11-V1 (0.000-3.600)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C12-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,10

C12-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C13-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,10

C13-V1 (0.000-2.084)

Stabiliteit

Fu.C.4

NEN6771(12.3-1)

0,00

C13-V1 (0.000-2.084)

Stabiliteit

Fu.C.4

NEN6771 (12.3-2)

0,00

C13-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C14-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,10

C14-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771(12.3-1)

0,16

C14-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771 (12.3-2)

0,17

C14-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C15-V1 (0.000-2.084)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,10

C15-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

<\16

C15-V1 (0.000-2.084)

Stabiliteit

Fu.C.1

NEN6771 (12.3-2)

0,18


Pagina 21





C15-V1 (0.000-2.084)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C16-V1 (0.000-2.200)

Doorsnede

Fu.C.2

NEN6770(11.2-5)

0,34

C16-V1 (0.000-2.200)

Stabiliteit

Fu.C.2

NEN6771 (12.3-1)

0,07

C16-V1 (0.000-2.200)

Stabiliteit

Fu.C.2

NEN6771(12.3-2)

0,22

C16-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C17-V1 (0.000-2.200)

Doorsnede

Fu.C.1

NEN6770(11.2-5)

0,64

C17-V1 (0.000-2.200)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

0,12

C17-V1 (0.000-2.200)

Stabiliteit

Fu.C.1

NEN6771 (12.3-2)

0,33

C17-V1 (0.000-2.200)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C19-V1 (0.000-2.110)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,19

Veld

Toetsing

Combinatie

Formule

Max Unity Check

C19-V1 (0.000-2.110)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

0,27

C19-V1 (0.000-2.110)

Stabiliteit

Fu.C.1

NEN6771 (12.3-2)

0,28

C19-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C20-V1 (0.000-2.110)

Doorsnede

Fu.C.1

NEN6770(11.2-3)

0,19

C20-V1 (0.000-2.110)

Stabiliteit

Fu.C.1

NEN6771 (12.3-1)

0,26

C20-V1 (0.000-2.110)

Stabiliteit

Fu.C.1

NEN6771 (12.3-2)

0,32

C20-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C21-V1 (0.000-2.110)

Doorsnede

Fu.C.2

NEN6770(11.2-1)

0,15

C21-V1 (0.000-2.110)

Stabiliteit

Fu.C.3

NEN6771 (12.3-1)

0,01

C21-V1 (0.000-2.110)

Stabiliteit

Fu.C.3

NEN6771(12.3-2)

0,01

C21-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C22-V1 (0.000-2.110)

Doorsnede

Fu.C.2

NEN6770(11.2-1)

0,15

C22-V1 (0.000-2.110)

Stabiliteit

Fu.C.3

NEN6771(12.3-1)

0,01

C22-V1 (0.000-2.110)

Stabiliteit

Fu.C.3

NEN6771(12.3-2)

0,01

C22-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C23-V1 (0.000-2.110)

Doorsnede

Fu.C.2

NEN6770(11.2-3)

0,18

C23-V1 (0.000-2.110)

Stabiliteit

Fu.C.2

NEN6771(12.3-1)

0,25

C23-V1 (0.000-2.110)

Stabiliteit

Fu.C.2

NEN6771 (12.3-2)

0,26

C23-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771 (12.2-3)

0,00

C24-V1 (0.000-2.110)

Doorsnede

Fu.C.2

NEN6770(11.2-3)

0,18

C24-V1 (0.000-2.110)

Stabiliteit

Fu.C.2

NEN6771 (12.3-1)

0,24

C24-V1 (0.000-2.110)

Stabiliteit

Fu.C.2

NEN6771 (12.3-2)

0,30

C24-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C25-V1 (0.000-2.110)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,16

C25-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C26-V1 (0.000-2.110)

Doorsnede

Fu.C.1

NEN6770(11.2-1)

0,16

C26-V1 (0.000-2.110)

Kiptoetsing

Fu.C.4

NEN6771(12.2-3)

0,00

C27-V1 (0.000-3.041)

Doorsnede

Fu.C.2

NEN6770 (11.4-3)

0,59

C28-V1 (0.000-3.041)

Doorsnede

Fu.C.2

NEN6770 (11.4-3)

0,59


Pagina 22

',J

Bijlage 4 ComputeruÊtvoenpaalberekening

blad:1

Drukpaalfunderingen sondering: 113347_2.SNX draagkracht alleenstaande paal inheiniveau -8,00 m n.a.p.

algemene gegevens

soort paal prefab betonpaal categorie grondverdringend maten ten opzichte van maaiveld maaiveld 0,89 m n.a.p. grondwaterstand 0,00 m n.a.p. onderzijde fundering -1,00m n.a.p.

bepaling ^volgens NEN 6743:2006 art. 5.2.2 resp. 5.2.3

aantal palen aantal sonderingen bouwwerk <;

1 2 niet stijf 0,76

belastingen, belastingen materiaalfactoren uiterste grenstoestand bruikbaarheidsgrenstoestand bovenbelasting op maaiveld materiaalfactor (NEN 6740:2006 Tabel 3) belastingfactor negatieve kleef

F

s;d

F

nd

Hojrep

350,0 kN 300,0 kN 0,00 kN/m 2

Ym;b4

1,20 -

'm;f;nk

1,00 -

(NEN 6740:2006 art. 11.5.1: Negatieve kleef werkt over de volle hoogte van de paal boven de draagkrachtige laag)

gegevens paalsysteem paalvorm

vierkant

Dsohach.

0,22

Aef;schacht

0,0484

Ep;maW

20000

as (zand, grindh.) as (klei) as (klei) as (leem sterk zandig) as (leem zwak zandig) as (veen)

m

0,25 m 0,88 m

schacht;eq

!

O

m*

w

N/mm*

0,0100 0,0300 0,0200 0,0250 0,0250 0,0000

schacht

1,00

ap q 0 ;gem

> = 3

qc;gem < 3

puntdraagvermogen vlgs NEN6743:2006 art.. 5.4.2.2 traject I traject II traject III Pr—nt

-8,00 m tot -8,19 m -8,19 m tot -8,00 m -8,00 m tot -6,01 m 0.5*1,00*1,00* ((14,0+14,0)/2 +7,7)

Pnmax;punt;red

1,00*10,8

Fr;max;punt;,

0,0484*10,8*1000

^c;l;gem Hc;ll;gem Hc;lll;gem

N/mm2 N/mm2 N/mm2 N/mm2 N/mm2 kN

14,0 14,0 7,7 10,8 10,8 523,3

paalschachtwrijving per sector vlgs NEN6743:2006 art. 5.4.2.3 sector 90 89 88 87 86 85

van -7,61 -7,51 -7,46 -7,41 -7,36 -7,06

tot Os -9,46 0,88 -7,61 0,88 -7,51 0,88 -7,46 0,88 -7,41 0,88 -7,36 0,88

'"i

"r;max;schacht

<*s

™c;z;a

'reductie

""nschachti

0,39 0,10 0,05 0,05 0,05 0,30

115,1 117,6 120,0 120,0 120,0 120,0

0,010 0,010 0,010 0,010 0,010 0,010

11,5 11,8 12,0 12,0 12,0 12,0

1,00 1,00 1,00 1,00 1,00 1,00

39,5 10,3 5,3 5,3 5,3 31,7

MatrixTools

blad:2 84 83 82 81 80 79 78 77 76 75 74 73 72

-6,81 -6,66 -6,61 -6,56 -6,51 -6,46 -6,41 -6,31 -6,26 -6,21 -6,16 -6,11 -6,06

m

-7,06 -6,81 -6,66 -6,61 -6,56 -6,51 -6,46 -6,41 -6,31 -6,26 -6,21 -6,16 -6,11

m

0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88

m

0,25 0,15 0,05 0,05 0,05 0,05 0,05 0,10 0,05 0,05 0,05 0,05 0,05

m

116,2 62,9 29,2 14,9 11,7 13,9 21,0 31,0 23,8 10,6 12,3 10,8 9,6

0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,010 0,020

11,6 6,3 2,9 1,5 1,2 1,4 2,1 3,1 2,4 1,1 1,2 1,1 0,5

N/mm2

kN/m?

1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00

25,6 8,3 1,3 0,7 0,5 0,6 0,9 2,7 1,0 0,5 0,5 0,5 0,4

rjmaxjschacht

140,9 kN

sector vlgs NEN 6743:2006 art.7.2 negatieve kleef per n

sector 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60

van

*tot *

-0,96 -1,01 -1,26 -1,31 -1,46 -1,51 -1,56 -1,61 -1,66 ■1,71 -1,81 -1,96 -2,06 -2,11 -2,16 -2,21 -2,41 -2,51 -2,56 -2,66 -2,91 -2,96 -3,66 -3,76 -3,81 -3,86 -3,91 -3,96 -4,01 -4,06 -4,11 -4,26 -4,31 -4,51 -4,56 -4,66 -4,71 -4,76 -4,81 -4,86 -5,06 -5,11 -5,16 -5,21

-1,01 -1,26 -1,31 -1,46 -1,51 -1,56 -1,61 -1,66 -1,71 -1,81 -1,96 -2,06 -2,11 -2,16 -2,21 -2,41 -2,51 -2,56 -2,66 -2,91 -2,96 -3,66 -3,76 -3,81 -3,86 -3,91 -3,96 -4,01 -4,06 -4,11 -4,26 -4,31 -4,51 -4,56 -4,66 -4,71 -4,76 -4,81 -4,86 -5,06 -5,11 -5,16 -5,21 -5,26

0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88

0,01 0,25 0,05 0,15 0,05 0,05 0,05 0,05 0,05 0,10 0,15 0,10 0,05 0,05 0,05 0,20 0,10 0,05 0,10 0,25 0,05 0,70 0,10 0,05 0,05 0,05 0,05 0,05 0,05 0,05 0,15 0,05 0,20 0,05 0,10 0,05 0,05 0,05 0,05 0,20 0,05 0,05 0,05 0,05

K0 0,54 0,58 0,55 0,58 0,54 0,54 0,62 0,62 0,54 0,54 0,62 0,54 0,62 0,62 0,54 0,54 0,62 0,70 0,70 0,74 0,70 0,74 0,74 0,74 0,70 0,62 0,62 0,62 0,62 0,70 0,62 0,54 0,54 0,54 0,54 0,54 0,54 0,54 0,54 0,58 0,54 0,54 0,54 0,70

8, 20,6 18,8 20,3 18,8 20,6 20,6 16,9 16,9 20,6 20,6 16,9 20,6 16,9 16,9 20,6 20,6 16,9 13,1 13,1 11,3 13,1 11,3 11,3 11,3 13,1 16,9 16,9 16,9 16,9 13,1 16,9 20,6 20,6 20,6 20,6 20,6 20,6 20,6 20,6 18,8 20,6 20,6 20,6 13,1

MatrixTools

°v(i-1)

°v(i)

20,9 21,4 23,9 24,4 25,9 26,4 26,9 27,1 27,5 27,9 28,8 30,3 31,2 31,5 31,9 32,3 34,1 35,1 35,5 36,2 37,5 37,7 41,2 41,5 41,7 41,9 42,2 42,7 42,9 43,3 43,8 45,3 45,7 47,5 47,9 48,8 49,4 49,8 50,3 50,9 52,9 53,4 53,9 54,3

21,4 23,9 24,4 25,9 26,4 26,9 27,1 27,5 27,9 28,8 30,3 31,2 31,5 31,9 32,3 34,1 35,1 35,5 36,2 37,5 37,7 41,2 41,5 41,7 41,9 42,2 42,7 42,9 43,3 43,8 45,3 45,7 47,5 47,9 48,8 49,4 49,8 50,3 50,9 52,9 53,4 53,9 54,3 54,7

1

reductie

1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00

s;nk;rep

0,0 1,2 0,3 0,8 0,3 0,3 0,3 0,3 0,3 0,6 1,0 0,7 0,3 0,3 0,4 1,5 0,8 0,4 0,8 2,0 0,4 6,1 0,9 0,5 0,5 0,5 0,5 0,5 0,5 0,5 1,5 0,5 2,0 0,5 1,1 0,5 0,5 0,6 0,6 2,3 0,6 0,6 0,6 0,6

blad:3 61 62 63 64 65 66 67 68 69 70 71

-5,26 -5,31 -5,51 -5,56 -5,61 -5,71 -5,76 -5,86 -5,91 -5,96 -6,01

-5,31 -5,51 -5,56 -5,61 -5,71 -5,76 -5,86 -5,91 -5,96 -6,01 -6,06

0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88 0,88

0,05 0,20 0,05 0,05 0,10 0,05 0,10 0,05 0,05 0,05 0,05

0,70 0,70 0,62 0,54 0,58 0,54 0,54 0,54 0,54 0,54 0,54

13,1 13,1 16,9 20,6 18,8 20,6 20,6 20,6 20,6 20,6 20,6

54,7 55,1 55,9 56,4 56,9 57,9 58,4 59,3 59,7 60,2 60,7

55,1 55,9 56,4 56,9 57,9 58,4 59,3 59,7 60,2 60,7 61,1

m

m

m

m

-

O

N/mm2

N/mm2

1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00

0,6 2,4 0,6 0,6 1,3 0,6 1,3 0,7 0,7 0,7 0,7

s;nk;rep

45,84 kN

-

grenstoestand 1A 523,3 + 140,9 0,76 * 664,2 504,8/1,20

r;max;rep r;max;d

(NEN 6740:2006 art. 11.5.1) grenstoestand 1A voldoet

F „ =< F s;d

664,2 504,8 420,7 350,0

nnrax;d

grenstoestand 1B r;punt;d r;schacht;d "s;tot;d gem

w,punt;d w1; w,. w„

's;ó

350,0 + 1,0*45,8

' s;nk;d

(395,8*5,1+0.50* (395,8+306,6)*1,9)/7,0 (NEN6743:2006 art. 6.2.2.2) 7,0*383,5/(0,0484*20E+06)*1000 (NEN6743:2006 art. 6.2.2.1) (NEN6743:2006 art. 6.3.1) (NEN6743:2006 art. 6.1)

18,3 + 2,8 21,0 + 0,0

minimaal in rekening brengen (NEN 6740:2006 art. 11.8)

306,6 89,2 395,8 383,5 18,3 2,8 21,0 0,0 21,0

kN kN kN kN mm mm mm mm mm

7,0 mm

grenstoestand 2 Mn;grond ~r;punt;d r;schacht;d

w,punt;d W.1;d

w„ Wri

(NEN6743:2006 art. 6.2.2.2) 7,0*332,8/(0,0484*20E+06)*1000 (NEN6743:2006 art. 6.2.2.1) (NEN6743:2006 art. 6.3.1) (NEN6743:2006 art. 6.1)

5,9 + 2,4 8,3 + 0,0

Opmerkingen

- reductiefactor puntweerstand ivm met OCR-waarde = 1,00 - conusweerstand afgesnoten tbv paalschachtwrijving

MatrixTools

1.00 251,8 94,1 345,8 5,9 2,4 8,3 0,0 8,3

kN kN kN mm mm mm mm mm

kN kN kN kN

1 Project: Onderdeel: Opdrachtgever: Bestand:

Aannemersbedrijf Damsteegt

Brug Doorslag Toetsing wapening fundering Gemeente Nieuwegein

Project Nr.: Constructeur: Eenheden:


1. Doorsnedeberekening M+V+T resultaten (NEN6720) Ingevoerde gegevens van de doorsnede Rechthoek Hoogte Breedte Betonkwaliteit

600 mm 550 mm 28/35 21 N/mm2 3 N/mm2 FeB500HK 500 N/mm2 435 N/mm2

h b C f;b f;b;r

Staalkwaliteit f;s;rep f;s

Dekking Milieuklasse Nabewerkt Reductie Controleerbaar Minimale dekking Toegepaste dekking

Krachten Veldmoment Dwarskracht Moment (BGT)

Cmin Ctoe

Boven XC2 Nee Nee Nee 0 35

Onder XC2 Nee Nee Nee 0 35

Md Vd MRep

10.00 kNm 15.00 kN 0.00 kNm

A;s A;s As;Toe

5R10-

A;s A;s As;Toe

5R10-

Wapening details Boven Basis Extra Toegepaste wapening

Onder Basis Extra Toegepaste wapening

393 mm2

393 mm2

Dwarswapening Hoek dwarskrachtwap. Hoek drukdiagonaal Beugels Flankwapening

A;sv A;s As;Toe

Langswapening Benodigde wapening Toegepaste wapening Wapeningspercentage Nuttige hoogte 16-6-2011 16:17:11

As;ben As;Toe wO d trixFrame® Toolbox 4.3 SP5

90° 45° R10-250 2R8101 mm2

42 mm2 393 mm2 0.13 % 550 mm

Flank -

xo-

NeeNeeNeeOmm 50 mm

Aannemersbedrijf Damsteegt

Momentcapaciteit Hoogte drukzone Xu/d

Mu Xu kx

Dwarskrachtwapening Benodigde wapening Toegepaste wapening Grenswaarde schuifspanning Grenswaarde schuifspanning Rekenwaarde schuifspanning K;lambda G;lambda Dwarskrachtslankheid K;theta K;h Dwarscapaciteit Opneembare schuifkracht Hoek dwarskrachtwap. Hoek drukdiagonaal

As;ben Asv;toe Tau;1 Tau;2 Tau;d K;lambda G; lambda Lambda;v

Vu V1

92.60 kNm 2 mm 0.004 -

0 mm2 628 mm2 0.56 N/mm2 4.20 N/mm2 0.05 N/mm2 1.002.471.21 1.001.00304.63 kN 169.40 kN 90° 45°

Scheurcontrole Onvolledige -

Type scheurvorming Gemiddelde diameter Toegestane diameter Max. spanning K1 K3 Xi

Sigma;s

10.0mm 50.0 mm 46.4 N/mm2 3750 N/mm 60000 N/mm 1-

-ijf

1. Drsn. M+V+T dwarsdoorsnede tekening

16-6-2011 16:17:11

MatrixFrame® Toolbox 4.3 SP5

Bijlage 5 Computeruitwen sondeer rapport

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weg» m wattriioiiw Bazeldijk 86 4231 ZE Meerkerk Tel: 0183-59027 Fax: 0183-59028 www.damsieegtwaterwerken. n\ [email protected]

Bei'tOGfC D |> brlsï v a n :

d.O.:/..^-ff:ï:S>'-V'"" Ing. N-A. Woitars

Project naam:

Brug Doorsfag Nieuwegein

Opdrachtgever:

Gemeente Nieuwegein

Contactpersoon:

F. Moenne

Telefoonnummer:

030-6071829

Project nummer:

11.202

Project onderdeel:

Knoopkrachten en toetsing vakwerk

Onderwerp:

Bijlage 101 Brug Doorslag

Revisie:

01

Datum:

19-05-2011

Bouw- en woningtcesucru I Nieuwegein

Opgesteld door:

G.H. Siereveld

\ ingekomen J

Vrijgegeven door:

G.M. Damsteegt IDJI

"""" [24 -j*2c2 o al

Berekening nummer: RB029-11 bl101




Fu.C. Knoopkrachten Staaf S1

B.C. Fu.C.1

B

Knoop K1

T/D T

Nx -140.72

S1

Fu.C.2

E B

K2 K1

T T

S1

Fu.C.3

S1

Fu.C.4

E B E B

K2 K1 K2 K1

T T T T

140.72 -122.49 122.49 -122.49

S1

Fu.C.5

E B

S2

Fu.C.1

E B

K2 K1 K2 K2

T T T T

S2

Fu.C.2

E B

S2

Fu.C.3

S2

Fu.C.4

E B E B

S2

Fu.C.5

E B

K3 K2 K3 K2 K3 K2 K3 K2

T T T T T T T T

S3

Fu.C.1

E B

S3

Fu.C.2

E B

S3

Fu.C.3

E B

S3

Fu.C.4

E B

K3 K3 K4 K3 K4 K3 K4 K3

S3

Fu.C.5

E B

Staaf

B.C. E

25.27 -141.00 141.00 -123.12

1.50

Vz -2.48

Mx -0.22

My 0.99

Mz 1.37

-1.50 1.13

1.85 -2.39

-0.22 0.25

1.82 1.05

0.58 1.22

-1.13 1.13 -1.13 2.20 -2.20 -0.09 0.09 -0.53 0.53 -0.28

1.76 -2.39 1.76 -1.01 0.38 -0.68

0.25 0.25 0.25 -2.10 -2.10 0.01

1.65 1.05

0.25 1.22 0.25 1.19

-0.03 -3.39 2.76 -3.87 3.24 -3.87 3.24 1.11 -1.74 -1.33

0.01 0.47

1.65 -0.10 1.01 0.18 0.23 -0.84 4.84 -0.61 5.23 -0.61 5.23 -1.08

0.47 1.20 1.20 1.20 1.20 -2.86 -2.86 -0.01

1.66 -0.05 -0.07 -0.01 -0.69 0.13

123.12 -123.12 123.12 -107.78

0.28 -0.28

107.78 -25.68

1.36 -0.09

T T T T T T T T

25.68 -299.47 299.47 -290.94 290.94 -290.94

0.09 1.86 -1.86 1.50 -1.50 1.50

0.62 1.13 -1.76 1.52

290.94 -99.49

-1.50 2.01

-2.16 -1.71

K4 K3

T T

99.49 -66.38

-2.01 0.22

1.08 0.20

Knoop

T/D

Nx

Mx

My

Mz

T

66.38

Vy -0.22

Vz

K4

-0.91

0.01

0.27

0.09

K4 K5 K4

T T T

-5.57 4.94 -6.15

0.24

-1.20 8.04 -0.98

0.14

0.24 0.89

T T T T

-298.73 298.73 -290.47 290.47 -290.47

0.89 0.89 0.89 -2.69

8.56 -0.98 8.56 -1.13

1.53 0.27

-2.69 -0.01 -0.01 -1.11

-0.65 -0.09 2.07 -7.34

-1.11 -0.70 -0.70 -0.70

1.62 -7.82 1.70 -7.82

-0.70 -2.23

1.70 0.60 -0.17 -1.89 0.27 -1.20

S4

Fu.C.2

B E B

S4

Fu.C.3

E B

S4

Fu.C.4

E B

K5 K4 K5 K4

S4

Fu.C.5

E B

K5 K4

T T

S5

Fu.C.1

E B

K5 K5

T T

98.40 -66.55 66.55 -378.95

S5

Fu.C.2

E B

K6 K5

T T

378.95 -400.91

S5

Fu.C.3

E B

K6 K5

T T

S5

Fu.C.4

E B

K6 K5*

T D

400.91 -400.91 400.91 21.29

S5

Fu.C.5

E B

K6 K5

D T

-21.29 -93.44

S6

Fu.C.1

E B

T T

S6

Fu.C.2

E B

K6 K6 K7 K6

T T

93.44 -378.88 378.88 -401.03

S6

Fu.C.3

E B

K7 K6

T T

401.03 -401.03

S6

Fu.C.4

E B

K7 K6

T D

401.03 21.88

S6

Fu.C.5

E B

K7 K6

D T

S7

Fu.C.1

E B

K7 KI

T T

S4

Fu.C.1

122.49 -109.03 109.03 -25.27

vy


doorrekening vakwerk brug doorslag

290.47 -98.40

0.28 -1.36

1.17 -1.17 1.38 -1.38 1.38 -1.38 -0.76 0.76 0.25 -0.25 -0.79 0.79 -1.15 1.15 -1.15

-2.16 1.52

5.51 -6.15 5.51 1.05 -1.68 -1.88 1.16 4.08

-0.01 -0.93 -0.93 -0.39 -0.39 -0.39 -0.39 -2.77 -2.77 0.01

1.15 1.42 -1.42 -0.34

-4.72 4.39 -5.02 4.39 -5.02 -0.64 0.01 0.89

0.34 -1.37 1.37 -1.14 1.14 -1.14

-1.60 -6.99 6.36 -7.38 6.75 -7.38

0.01 0.23

6.75 -0.09

-21.88 -93.73

1.14 -1.42 1.42 -0.32

93.73 -431.19

0.32 2.28

-0.54 -2.16 1.44 5.84

-2.23 0.01

0.23 0.69 0.69 0.69

-0.77 0.01 1.26 -3.78 1.90 -4.11 1.72 -4.11 1.72 0.72 1.10 -0.99

-0.49 0.13 -0.49 -0.69 -1.08 0.03 -0.15 1.46 0.96 1.28 0.67 1.28 0.67 1.15 1.46 0.20

1.39 0.27

1.53 -0.62 -0.36 0.02 0.30 -1.08 0.05 -1.24 -0.25 -1.24 -0.25 0.48 1.36 -0.33 -0.11 -0.21 -1.57 -0.02

0.69 -1.81 -1.81 -0.02

9.88 -1.26 10.44 -1.26 10.44 0.16 -0.45 -0.16

-0.89 -0.04

-0.02 -0.81

2.51 -9.53

-0.37 2.05

-1.46 -0.02 -1.46 -0.96



Projectnaam Omschrijving Opdrachtgever E B

K8 K7

T T

E B E B

K8 K7

T T T D D T

S7

Fu.C.2

S7

Fu.C.3

S7

Fu.C.4

S7

Fu.C.5

S8

Fu.C.1

S8

Fu.C.2

S8

Fu.C.3

S8

Fu.C.4

S8

Fu.C.5

S9

Fu.C.1

S9

Fu.C.2

S9

Fu.C.3

K8 K7 K8 K8 K9 K8 E K9 B K8 E K9 B K8 E K9 B K8 E K9 B K9 E K10 B K9 E K10 B K9

S9

Fu.C.4

E B

S9

Fu.C.5

S10

Fu.C.1

S10

Fu.C.2

K8 K7

E B E B E B

T T T T T T T D

431.19 -456.20 456.20 -456.20 456.20 23.45 -23.45 -107.30 107.30 -429.47 429.47 ^t54.59 454.59 -454.59 454.59 24.07

-2.28 1.95 -1.95 1.95 -1.95 1.91 -1.91 0.37 -0.37 1.78 -1.78 2.01 -2.01 2.01 -2.01 -0.73 0.73 0.40 -0.40 -1.04


-6.47 6.19 -6.82 6.19 -6.82 -0.48 -0.15 1.31 -2.02 -7.28

-0.81 -0.64

1.52 -10.07

-0.64 -0.64 -0.64 -1.14 -1.14 0.02

1.62 -10.07 1.62 0.44 -0.23 -2.42

0.02 0.60

0.26 -1.38

6.65 -7.65 7.01 -7.65

0.60 0.79 0.79 0.79

10.43 -1.47 10.99 -1.47

7.01 -0.24

0.79 •0.55 -0.55 0.00 0.00 -0.68 -0.68 -0.79 -0.79 -0.79

10.99 0.23 -0.33 -0.22 2.65 -10.43 1.24 -10.99 1.44 -10.99

-0.79 0.17

1.44 0.32

0.17 0.00

6.00 -6.86

0.00 0.74 0.74 0.64

-0.77 -2.65 0.22 -1.38 9.59 -1.59

6.22

0.64

10.09

-1.57 -0.21 -1.53

-0.40 -2.22

0.91 1.93 0.61 1.93 0.61 0.97 1.51 0.39 0.09 0.37 1.94 0.58 2.03 0.58 2.03 -0.93 -0.02 0.09 0.43 -1.49

T T

-24.07 -107.20 107.20 -418.12 418.12 -453.42 453.42 -453.42

K10 K9

T D

453.42 72.44

E B E B E B

K10 K9 K10 K10 K11 K10

E

K11

D T T T T T T

-72.44 -107.18 107.18 ^t17.38 417.38 -452.72 452.72

1.04 -1.39 1.39 -1.39 1.39 1.32 -1.32 -0.40 0.40 -1.55 1.55 -1.33 1.33

B

Knoop K10

T/D T

Nx -452.72

Vy -1.33

Vz -6.86

Mx 0.64

My -1.59

Mz -0.21

K11 K10 K11 K10 K11 K11 K12 K11 K12 K11 K12 K11

T D

452.72 72.52

1.33 -1.37

D T

-72.52 -107.29

1.37 -0.37

6.22 -0.75 0.12 -2.02

0.64 0.81 0.81 -0.02

10.09 0.77 -0.21 -0.26

-1.53 -1.19 -0.60 -0.09

T T T T

0.37 2.07 -2.07 1.72 -1.72 1.72 -1.72 1.96

1.31 6.57 -7.21 6.82

-0.02 -0.29 -0.29 -0.69

2.42 -9.95 0.99 -10.46

T T T D

107.29 -362.85 362.85 -395.29 395.29 -395.29 395.29 70.81

-7.46 6.82 -7.46 0.11

-0.69 -0.69 -0.69 1.52

1.18 -10.46

-0.39 1.99 0.70 1.83 0.42 1.83 0.42 1.13

D T

-70.81 -93.72

-0.74 1.44

1.52 0.02

-0.78 -2.51

93.72 -360.47 360.47 -392.88

-2.16 -4.98 4.35 -5.11 4.48 -5.11 4.48 -0.80

0.02 1.08

0.16 -1.40 7.47 -1.62

1.42 0.37 0.04 0.41 1.54 0.66

392.88 -392.88

-1.96 0.32 -0.32 1.51 -1.51 1.73 -1.73 1.73

7.85 -1.62

1.59 0.66

0.70 2.09

7.85 0.79

1.59 -1.07

-0.16 -0.27 1.89 -8.17

0.06 0.11 0.33 -0.91

D T T T T T

1.51 6.76 -7.39 7.03 -7.67 7.03 -7.67 0.02 -0.66 1.51 -2.22 -6.64

0.13 -1.65 -0.17 -1.65 -0.17 0.37 1.35 -0.43 -0.09 -0.44

Staaf S10

B.C. Fu.C.3

S10

Fu.C.4

S10

Fu.C.5

S11

Fu.C.1

S11

Fu.C.2

S11

Fu.C.3

S11

Fu.C.4

S11

Fu.C.5

S12

Fu.C.1

S12

Fu.C.2

E K12 B K11 E K12" B K12 E K13 B K12

S12

Fu.C.3

E B

K13 K12

T T T T T T

S12

Fu.C.4

E B

K13 K12

T D

392.88 70.92

-1.73 -0.78

S12

Fu.C.5 Fu.C.1

D T T T

-70.92 -93.42 93.42 -257.36

0.78 0.34 -0.34 -0.40

0.89 5.42

2.09 -0.01 -0.01 -0.24

S13

Fu.C.2

K13 K12 K13 K13 K14 K13

0.17 -1.60

S13

E B E B E B

257.36 -280.09

0.40 -0.74

-6.06 5.65

-0.24 -0.89

0.71 -8.60

0.40 -1.11

E

K14

T T T

280.09

0.74

-6.28

-0.89

0.85

0.15

E B E B E B E B E B E B


1.08 0.70 0.70 0.70

1.18 0.23

S13

Fu.C.3

K13 K14 K13

T

D T T T

S13

Fu.C.4

B E B

S13

Fu.C.5

E B

K14 K13

S14

Fu.C.1

K14 K14

S14

Fu.C.2

E B E B

S14

Fu.C.3

S14

Fu.C.4

E B E B

K15 K14 K15 K14

S14

Fu.C.5

E B

K15 K14

S15

Fu.C.1

S15

Fu.C.2

S15

Fu.C.3

E B E B E B

K15 K15 K16 K15 K16 K15

S15

Fu.C.4

E B

K16 K15

S15

Fu.C.5

S16

Fu.C.1

S16

Fu.C.2

E B E B E B

S16

Fu.C.3

K16 K15 K16 K16 K17 K16 K17 K16

S16

Fu.C.4

S16

Fu.C.5

Staaf

B.C.

S17

Fu.C.1

S17

Fu.C.2

S17

Fu.C.3

S17

Fu.C.4

S17

Fu.C.5

S18

Fu.C.1

S18

Fu.C.2

S18

Fu.C.3

S18

Fu.C.4

S18

Fu.C.5

S19

Fu.C.1

S19




E B E B E B

E B E B E B E B E B E B E B E B

K15 K14

T D

T T T T T D D T T T T T T T

-0.89 -0.89 2.65 2.65 0.01

-8.60

-1.11

0.85 0.19

0.15 0.63 1.19 -0.30

-1.88 -2.28 1.65 -2.30 1.67 -2.30 1.67 -0.71

0.01 0.97 0.97 0.39

0.09 -1.41

2.96 -0.01

-0.77 0.77

0.08 -0.91 0.20 3.31 -3.94 3.42 -4.05 3.42

-1.20 3.15 3.15 0.01 0.01 0.33 0.33 -0.24 -0.24 -0.24 -0.24 2.55

-280.09 280.09 48.85

-0.74 0.74 1.40

5.65 -6.28 -0.03

^8.85 -66.52

-1.40 -0.25

-0.61 1.16

66.52 -255.62 255.62 -278.23 278.23 -278.23 278.23 48.47

0.25 -1.06 1.06 -0.84 0.84 -0.84 0.84 -1.37

-48.47 -66.34

1.37 -0.22

66.34 -94.56 94.56 -108.14 108.14 -108.14

0.22 1.16 -1.16 0.77

T D D T T T T T

108.14 41.70 ^t1.70 -25.64 25.64 -91.83

-0.77 2.01 -2.01 0.09

-4.05 0.02 -0.66 0.62

-0.09 -0.44

91.83 -105.22

0.44 -0.24

-1.33 1.43 -2.06 1.62

T T

105.22 -105.22

0.24 -0.24

K17 K16 K17 K16

T D D T

105.22 41.21 -41.21 -25.23

0.24 -1.45 1.45

Knoop K17 K17 K18 K17

T/D T D D D D D D D

K18 K17 K18 K17 K18 K17 K18 K18

Fu.C.2

E B E B E B E B

K19 , K18 K19 K18 K19 K18 K19 K18 K19 K19 K20 K19

S19

Fu.C.3

E B

S19

Fu.C.4

E B

D D D D D D D D

0.09

Nx

Vy

25.23 1.46

-0.09 -2.34 2.34 -2.78 2.78 -2.78 2.78 0.69

-1.22 1.52 -1.28 1.52 -1.28 0.48 -0.24 0.86

-0.69 -0.01

-0.60 1.26

0.01 -2.34

-1.26 1.34

-2.73 -2.78 -3.07 -2.78 -3.07 0.69 0.09 -0.01 0.01 -3.24 -1.83 -3.85

-1.34 1.34


-2.25 1.62 -2.25 -0.93 0.29 -0.03 Vz -0.68 -1.26 1.26 -1.34 1.34 -1.34 1.34 0.02 -0.02 -0.38 0.38 1.22

0.39 0.39 0.39 2.96

-0.01 -0.41 -0.41 -1.20 -1.20 -1.20

-0.09 -0.27 0.99 -5.03 0.31 -5.29

-0.54 -0.09 -0.20 1.05 0.46 0.80

0.43 -5.29 0.43 0.14

0.20 0.80 0.20 1.28 1.33 0.15 -0.03 -0.07

-0.58 -1.26 -0.01 -1.30 -0.97 -1.48

Mx -0.01 0.20

My

Mz

-0.18 0.87

0.05 -2.91

0.65 0.92

0.11 -3.50 0.17 -3.50 0.17 1.05 -0.22 -0.01 0.00 -0.20

0.20 0.29 0.29 0.29 0.29 -0.25 -0.25 0.00

0.69 0.92 0.69 -0.03

0.00 -0.11

0.00 0.25 0.20 -0.65

-0.50 1.28 -0.56 1.28

-0.11 -0.17

-0.47 -0.69

-0.17 -0.17

-0.51 -0.69

-0.56 0.24

-0.51 0.00 0.16 -0.20 -0.04 -0.48

-0.51 1.27

-0.17 0.22 0.22 0.00 0.00 -0.14 -0.14 -0.26

-0.38 183.26 -183.26 193.85

K20 K19

D D D D D D

-193.85 193.85

-2.00 -3.85

-0.55 1.27

-0.26 -0.26

K20 K19

D T

-193.85 -8.77

-2.00 0.94

-0.55 0.37

-0.26 0.41

0.48 0.60 0.22 1.23

-0.51 0.22

2.55 -0.01

-1.34 -0.02


3.96 -1.58 4.17 -1.58 4.17 0.60

-0.02 -0.49 -0.89 -0.26 -0.83 -0.26 -0.83 -1.24

-1.04 -1.48 -1.04 0.64 0.15 -0.23

D T T D

0.02 0.38

-0.57 -2.07

-0.65 -0.50 -0.69 -0.50 -0.69 -0.10

-0.53 0.22 -0.53 -1.48 -0.41 0.07

0.46 -0.29 0.48 -0.29 0.48 0.25 0.14 0.00 -0.01 -0.85 -0.07 -1.08 -0.12 -1.08 -0.12 0.53



S19

Fu.C.5

S20

Fu.C.1

S20

Fu.C.2

S20

Fu.C.3

S20

Fu.C.4

S20

Fu.C.5

S21

Fu.C.1

S21

Fu.C.2

S21

Fu.C.3

S21

Fu.C.4

S21

Fu.C.5

E B E B

S22

Fu.C.1

E B

S22

Fu.C.2

S22

Fu.C.3

S22

Fu.C.4

S22

Fu.C.5

S23

Fu.C.1

E B E B E B

S23

Fu.C.2

E B


E B E B

K20 K19 K20 K20 K21 K20

T D D D

8.77 46.73 ■46.73 184.44

D D

-184.44 195.09

K21 K20

D D D T

-195.09 195.09 -195.09 -8.82

T D D D D D

8.82 47.03

K21 K20 K21 K20 K21 K21 K22 K21 K22 K21 K22 K21 K22 K21 K22 K22 K23 K22 K23 K22 K23 K22 K23 K22

-47.03 315.36 -315.36 333.18 -333.18 333.18 -333.18 -13.14 13.14 80.41 -80.41 316.15

-2.14 -3.71 -2.14 0.91 -0.13 0.01 -0.01 -1.86

-0.58 1.31

-0.17 -0.17

-0.58 0.37

-0.17 0.37 0.37 0.00

-316.15 334.01 -334.01 334.01 -334.01 -13.18

-3.21 -2.22

0.53 0.20

0.17 0.13

-3.63 -2.22 -3.63 0.65

0.13 0.13 0.13 0.28

13.18 80.61

-394.32 416.42 -416.42

0.13 -0.02 0.02 -3.27 -1.80 -3.81 -2.04

0.53 0.20 0.53 0.31 0.41 0.36 0.45 1.19 -0.47 1.23 -0.51

0.28 0.01 0.01 -0.03 -0.03 -0.09 -0.09

Nx 416.42

Vy -3.81

Vz 1.23

-416.42 -15.78 15.78 100.35 -100.35 394.71 -394.71 416.83

-2.04 0.70

-0.51 0.39

0.08 -0.02 0.02 -1.71 -3.36 -2.02

0.34 0.62 0.19 -0.10 0.82 -0.12

-416.83 416.83 -416.83 -15.79 15.79 100.45 -100.45 421.15

-3.83 -2.02 -3.83 0.47 0.31 0.02

0.84 -0.12 0.84 0.32 0.40 0.29

0.10 -0.01

-0.02 -3.15

0.53 1.05

D D D D D T T D

-421.15 444.73

-1.92 -3.64

-444.73 444.73 -444.73 -16.62 16.62 107.28

D

-107.28

D D D T T D D D D D D D D T T D D D

E

B

Knoop K23

T/D D

K24 K23 K24 K23 K24 K24 K25 K24

D T T D D D

K25 K24 K25 K24 K25 K24 K25 K25

D D

Staaf S23

B.C. Fu.C.3

S23

Fu.C.4

S23

Fu.C.5

S24

Fu.C.1

S24

Fu.C.2

E B E B

S24

Fu.C.3

E B

S24

Fu.C.4

S24

Fu.C.5

S25

Fu.C.1

E B E B E B

S25

Fu.C.2

E B

K26 K25

S25

Fu.C.3

S25

Fu.C.4

E B E B

K26 K25 K26 K25

S25

Fu.C.5

E B

K26 K25 K26

E

D D D

D D

D T T D D D


-80.61 394.32

0.36 0.63 0.18 0.58 0.14 0.60


-0.16 0.00 0.00 -1.69 -3.38 -2.08 -3.77 -2.08 -3.77 0.83 -0.05 0.02 -0.02 -3.13 -1.94 -3.71

K23 K23 K24 K23 K24

E B E B


0.40 0.46 0.35 1.26 -0.54 1.31

0.41 0.00 0.00 0.08 0.08 0.01 0.01 0.01 0.01 0.35 0.35 0.00 0.00 -0.07 -0.07 -0.17

0.10 -0.19 -0.10 -0.01 -0.28 -0.01 -0.30 -0.01 -0.30 -0.07 0.13 -0.07

-0.85 -0.38 -0.85 -0.11 0.09 -0.16 -0.14 0.36

0.12 0.60 0.12 0.32

0.35 0.64 0.17 0.19

0.00 0.17

0.00 -0.37 -0.80 -0.38

-0.14 0.38 -0.16 0.38 -0.16 -0.08 0.14 0.03 0.03 -0.24 -0.84 -0.24

0.19 0.02 -0.02 0.07 1.03 0.03 1.07 0.03 1.07 0.20 0.36 0.02 0.00 -1.04 0.27 -1.24 0.21 -1.24 0.21 0.36 0.32 -0.02 0.03 -0.22 1.10 -0.24 1.15 -0.24 1.15 -0.01 0.34 -0.03 0.00 -0.93

-0.89

-0.03 -1.08 -0.07

Mx -0.09

My -0.24

Mz -1.08

-0.09 0.23 0.23 0.01 0.01 0.09 0.09 0.08

-0.89 -0.13 0.09 -0.13

-0.07 0.18 0.22 0.02 -0.04 0.05 1.03 0.06

0.08 0.08

-0.03 0.65

0.08 0.10

-0.01 -0.13

-0.03 -0.08 0.13 0.09 0.07 -0.11

-0.33 1.08

-0.13 -0.15

-0.78 -0.11

0.31 -1.22

-2.21 -3.64 -2.21 0.51 0.27 0.02

-0.35 1.08 -0.35 0.39 0.33 0.59

-0.15 -0.15 -0.15 0.03 0.03 -0.01

-0.82 -0.11 -0.82 -0.13 0.09 -0.10

0.29 -1.22 0.29 -0.05 0.20 -0.01

-0.02

0.23

-0.01

-0.13

0.05

-0.15 0.62 -O.02 0.65

1.11 0.06 1.11 -0.07 0.17 0.04 -0.01 -1.11


Fu.C.1



S26

Fu.C.2

S26

Fu.C.3

B E B E B

S26

Fu.C.4

E B

S26

Fu.C.5

S27

Fu.C.1

S27

Fu.C.2

S27

Fu.C.3

S27

Fu.C.4

S27

Fu.C.5

E B E B E B

S28

Fu.C.1

E B

S28

Fu.C.2

S28

Fu.C.3

S28

Fu.C.4

S28

Fu.C.5

S29

Fu.C.1

S29

Fu.C.2

S29

Fu.C.3

S29

E B E B E B

E B E B E B E B

K26 K27 K26 K27 K26

D D D

421.16 -421.16 444.73

-1.94

D D

K27 K26 K27 K26 K27 K27

D T T D

-444.73 444.73 -444.73 -16.60 16.60 107.28

D D D D D D D T T D D D D D

-107.28 394.57 -394.57 416.85

0.02 -3.38 -1.69 -3.83

-416.85 416.85

-2.02 -3.83

-416.85 -16.52 16.52 100.45 -100.45 394.18

-2.02 0.25 0.53 -0.02 0.02 -1.82

-394.18 416.43

D D D T T D

-416.43 416.43 -416.43 -16.52

-3.25 -2.04 -3.81 -2.04 -3.81 0.03

16.52 100.35

0.75 0.02

D D D D D D D T

-100.35 315.96

-0.02 -3.22

-315.96 334.04

K28 K27 K28 K27 K28 K27 K28 K27 K28 K28 K29 K28 K29 K28

11.202 Geert Siereveld m, kN, kNm 0.12 0.12 0.15

0.78 0.10 0.82

-0.32 1.09 -0.29

-3.64 -2.21

-0.32 1.04 -0.35 1.08 -0.35

0.15 0.15

0.10 0.82

1.22 -0.29

-3.64 0.20

1.08 0.37

0.15 -0.08

0.10 -0.10

0.58 -0.02

0.35 0.23 0.59 0.81 -0.09 0.84

-0.08 0.01 0.01 -0.10 -0.10 -0.08

-0.11 0.84 -0.11 0.35 0.38 0.53

-0.08 -0.08

0.09 0.13 0.10 0.03 -0.61 0.03 -0.65 0.03

1.22 -0.23 -0.01 -0.05

-0.08 -0.14 -0.14 0.01

-0.65 -0.09 0.11 -0.07

0.29 -0.45

0.01 0.02

-334.04 334.04 -334.04 -14.25

-1.85 -3.63 -2.22 -3.63 -2.22 0.10

1.18 -0.50 1.22 -0.50 1.22 0.39 0.34 0.19 0.62 0.51 0.21 0.52 0.20 0.52 0.20 0.35

0.02 0.09 0.09 0.09 0.09 -0.26 -0.26 -0.01 -0.01 -0.18 -0.18 -0.13 -0.13 -0.13 -0.13 -0.29

-0.09 0.83 0.23 0.88

14.25 80.61

0.68 0.02

0.38 0.45

Nx -80.61 315.18

Vy -0.02 -1.95 -3.12 -2.15 -3.70 -2.15 -3.70 -0.15 0.93 -0.01 0.01 -3.38

Vz 0.36 -0.50

-3.13 -2.21

-0.25 0.04 -0.02 -1.10 0.21 -1.16 0.24 -1.16 0.24 -0.32

-0.29 -0.01

0.11 -0.03

-0.06 0.00

My -0.03 0.79

Mz 0.03 -0.27 1.02 -0.22

S29

Fu.C.5

E B

K30 K29

T D

Staaf

B.C.

Knoop K30 K30

T/D D D D D D D

-315.18 333.21 -333.21 333.21

D T

-333.21 -14.17

T D

14.17 80.41

D D

-80.41 184.37

D D D D D T T D

-184.37 195.14 -195.14 195.14 -195.14 -9.38

-1.69 -3.77 -2.08 -3.77 -2.08 -0.03

0.61 0.26

Mx -0.01 0.07 0.07 0.17 0.17 0.17 0.17 -0.37 -0.37 0.00 0.00 -0.08 -0.08 -0.01 -0.01 -0.01 -0.01 -0.33

0.81 -0.02

0.47 0.35

-0.33 0.00

0.13 0.00

D D

9.38 47.03 -47.03 183.19

0.02 -1.82

0.46 -0.46

0.00 0.15

D D

-183.19 193.90

-3.25 -2.01

1.18 -0.54

0.15 0.26

0.07 0.63 0.44 0.68

Fu.C.1

S30

Fu.C.2

E B

S30

Fu.C.3

S30

Fu.C.4

S30

Fu.C.5

S31

Fu.C.1

S31

Fu.C.2

S31

Fu.C.3

S31

Fu.C.4

S31

Fu.C.5

E B E B

S32

Fu.C.1

E B

K32 K31 K32 K31 K32 K31 K32 K31 K32 K32

S32

Fu.C.2

E B

K33 K32


K31 K30 K31 K30 K31 K30 K31 , K30 K31 K31


1.22 -0.57 1.29 -0.57 1.29 0.50 0.23 0.17 0.64 0.10 0.62 0.11 0.61 0.11

0.91 0.07

0.08 0.15 0.13 0.16 -0.35 0.17 -0.38 0.17 -0.38 -0.09

Fu.C.4

S30

0.01 0.01 -0.04 0.02

1.08 0.07 1.08 -0.22

E B E B

E B

-0.07 -0.20

0.24 0.88 0.24 -0.11

K29 K28 K29 K28 K29 K29 K30 K29 K30 K29 K30 K29

E B E B

0.01 -1.03 -0.07 -1.11 -0.07 -1.11

0.33 0.84 0.37 0.84 0.37 -0.15

1.24 -0.22 1.24 -0.27

-0.03 0.14 0.16 0.32

-0.42 -0.03 0.02 -1.01

0.03 0.31

-0.09 -1.06

0.01 0.31

-0.03 -1.06

0.01 0.01

-0.03 -0.28 -0.26 0.00 -0.02 0.09 0.84 0.12


J

Brug Doorslag Berekening vakwerk Gemeente Nieuwegein E B E B

S32

Fu.C.3

S32

Fu.C.4

S32

Fu.C.5

S33

Fu.C.1

S33

Fu.C.2

S33

Fu.C.3

S33

Fu.C.4

E B E B

S33

Fu.C.5

E B

S34

Fu.C.1

S34

Fu.C.2

S34

Fu.C.3

S34

Fu.C.4

S34

Fu.C.5

S35

Fu.C.1

S35

Fu.C.2

S35

Fu.C.3

S35

Fu.C.4

S35

Fu.C.5

S36

Fu.C.1

S36

Fu.C.2

Staaf S36

B.C. Fu.C.3

S36

Fu.C.4

S36

Fu.C.5

S37

Fu.C.1

S37

Fu.C.2

S37

Fu.C.3

S37

Fu.C.4

S37

Fu.C.5

S38

Fu.C.1

S38

Fu.C.2

S38

Fu.C.3

E B E B E B

E B E B E B E B E B E B E B E B E B E B E B E B E

K33 K32 K33 K32 K33 K32 K33 K33 K34 K33 K34 K33 K34 K33 K34 K33 K34 K34 K1 K34 K1 K34 K1 K34

D D D T

-193.90 193.90 -193.90 -9.34

T D

9.34 46.73

D D D D

^t6.73 1.29 -1.29 1.35 -1.35 1.35

D D D D D D D D D D D D D D

K33 K2

D D D T T T T T T D

K33 K2

D T

K33 K3 K32 K3 K32

T D

B

Knoop K3

T/D D

E B E B

K32 K3 K32 K3

D D D D

E K32 B K31 E K4^ B K31 E K4 B K31

D T T T T T T D

E B E B

K1 K34 K1 K2 K33 K2 K33 K2

K4 K31


D D D

-1.35 0.07 -0.07 0.38 -0.38 1.27 -1.51 1.30 -1.54 1.30 -1.54 0.38

-3.84 -2.01 -3.84 -0.12 0.90 0.00

1.26 -0.54 1.26 0.51 0.21 0.18

0.00 -2.72

0.63 -0.55 1.27 -0.58 1.30 -0.58 1.30 0.34

-2.35 -3.08 -2.77 -3.08 -2.77 0.16

11.202 Geert Siereveld m, kN, kNm 0.48 0.68

0.26 -0.37 -0.37 0.00 0.00 0.11

0.48 -0.16 -0.04 0.10 0.19 0.52

0.11 0.17 0.17 0.17

0.66 0.53

0.19 -0.47

0.69 0.53 0.69 -0.02

0.27 -0.47

0.17 -0.20

0.27 -0.05 -0.25 0.01 0.00 -0.11 2.93 -0.17

-1.29 1.35

0.62 0.01

-0.07 0.38

-0.01 -3.93 3.93 -4.54 4.54 ■AM

-0.38 1.50 -1.50 1.60 -1.60 1.60 -1.60 -0.10

0.00 -0.07 -0.07 -0.15

0.10 0.38 -0.38 1.17

-0.21 -0.75 -0.66 -0.79 -0.70

-0.05 0.01 0.00 -3.98 -0.23 ^1.64 -0.27

0.38 0.22 0.60 1.29

-1.35 1.35 -1.35 0.07

-0.20 0.00 0.00 -0.19 -0.19 -0.27 -0.27 -0.27 -0.27 0.25 0.25 0.00

0.05 0.04

-0.02 -0.43

0.62 0.01 -0.01 2.35 -2.35 2.77 -2.77 2.77 -2.77 -0.62

0.20 -0.66 -0.89 -0.69 -0.93 -0.69 -0.93 -0.05 -0.03 -0.20

3.50 -0.17 3.50 0.20

-0.62 0.60 -0.86 -11.78 12.02 -13.20 13.44 -13.20 13.44 4.72 ^.49 -2.25 2.52 0.40 -0.16 0.31 -0.08

-0.01 -3.51 3.51 -4.09 4.09

-1.17 1.24 -1.24

0.29 0.00 0.00 0.00 0.00 -0.08 -0.08

Nx 0.31

Vy -4.09

Vz 1.24

Mx -0.08

My -0.79

Mz -4.64

-0.08 1.21

4.09 0.69 -0.69 0.02

-1.24 -0.05 0.05 0.30

•0.08 0.37 0.37 0.00

-0.70 0.03 0.03 -0.19

-0.27 0.78 0.04 0.01

-0.30 1.07 -1.07 1.12 -1.12 1.12 -1.12 -0.03

0.00 0.03

-0.17 -0.58 -0.70 -0.61 -0.74 -0.61 -0.74 0.01

0.01 0.61 4.54 0.67

19.43 -19.66 19.43 4.41

-0.02 4.29 -4.29 4.88 -4.88 4.88 -4.88 -0.39

5.19 0.03

0.02 -0.15

-0.51 0.00

-0.18 -0.44 -0.50 -0.47 -0.53 -0.47

0.00 0.25 4.31 0.29 4.94 0.29

-0.53

4.94

-0.98 0.91 -0.64 -18.00 17.76 -19.66

4.54 0.63 -0.63 0.01

-0.15 -0.15 -0.15 0.29

0.03 -0.04 -0.04 -0.04 -0.04 0.32 0.32 0.00

D T

■4.64 -3.95

0.39 0.00

0.03 0.27

E B E B E B

K4 K31 K4 K30 K5 K30 K5 K30

T T T T T T

3.68 -0.28 0.05 -0.37

0.00 3.80 -3.80 4.36

-0.27 0.78 -0.78 0.83

0.13 -0.37

-4.36 4.36

-0.83 0.83

0.00 0.06 0.06 -0.01 -0.01 -0.01

E

K5

T

0.13

^.36

-0.83

-0.01


1.07 0.12 1.07 -0.11 -0.55 0.02

0.26 0.26

-0.25 -0.98 -0.82 -1.04 -0.87 -1.04 -0.87 0.07 0.06 -0.25

-0.95 0.00 0.01 -4.10 -0.61 -4.78 -0.67 -4.78 -0.67 0.80

5.19 0.67


Fu.C.4



S38

Fu.C.5

B E B

S39

Fu.C.1

E B

K5 K29

D T

-0.80 -22.42

-0.04 4.31

-0.20 0.64

S39

Fu.C.2 Fu.C.3

K6 K29 K6 K29

T T T T

22.18 -23.72 23.49 -23.72

S39

Fu.C.4

E B

K6 K29

S39

Fu.C.5

E B

K6 «29

T D D T

23.49 1.85 -2.09 -4.91

-4.31 4.88 -4.88 4.88 -4.88 -0.29 0.29 -0.01

-0.64 0.67

S39

E B E B

S40

Fu.C.1

E B

T T

S40

Fu.C.2

E B

S40

Fu.C.3

4.64 -0.54 0.31 -0.61 0.38 -0.61

S40

Fu.C.4

E B E B

K6 K28 K7 K28 K7 K28 K7 K28

S40

Fu.C.5

S41

Fu.C.1

E B E B

K7 K28 K7 K27

S41

Fu.C.2

E B

K8 K27

S41

Fu.C.3

E B

S41

Fu.C.4

S41

Fu.C.5

S42

Fu.C.1

S42

K30 K5 K30

D D D

0.87 -1.11 0.54

-0.53 0.53 0.04

-0.07 0.07 0.20

0.33 0.33 0.00 0.00 0.07 0.07 0.02

0.38 0.76

0.01 3.51 -3.51 4.06 -4.06 4.06 -4.06 -0.56

D D D T

-1.00 0.48 -0.75 -24.51

0.56 -0.04 0.04 4.33

24.28 -25.81

K8 K27

T T T T

Fu.C.2

E K8 B K27 E K8 B K27 E K8 B K26 E K9 B K26

S42

Fu.C.3

E B

S42

Fu.C.4

E B

S42

Fu.C.5

E B

Staaf

B.C. E

S43

Fu.C.1


T T T T T D

-0.67 0.67 -0.67 -0.01 0.01 0.16 -0.16 0.39 -0.39 0.41 -0.41 0.41 -0.41 -0.01

0.02 0.02 0.02 0.25 0.25 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.20 0.20 0.00

0.04

-0.08

0.05 -0.11

-0.56 0.01 0.03 0.58

-0.13 -0.34 -0.42 -0.36 -0.44 -0.36 -0.44 0.00 0.00 -0.09 -0.10 -0.22

4.58 0.65 5.21 0.65 5.21 0.03 -0.38 0.00 -0.01 0.12

-0.25 -0.23 -0.26 -0.23

4.09 0.17

-0.26 0.00

4.71 -0.12 -0.55 -0.01

4.71 0.17

-4.33 4.90

0.01 0.10 -0.10 0.22 -0.22 0.23

0.00 0.00 0.00 -0.02

0.01 -0.06 -0.06 -0.12 -0.14 -0.12

25.57 -25.81

-4.90 4.90

-0.23 0.23

-0.02 -0.02

-0.15 -0.12

5.23 0.65

T D D T T T T T

25.57 1.35 -1.59 -5.40 5.13 -0.64 0.41 -0.71

-4.90 -0.24 0.24 -0.01 0.01 3.86 -3.86 4.42

-0.23 0.01 -0.01 0.06 -0.06 0.00 0.00 0.00

-O.02 0.10 0.10 0.00 0.00 0.01 0.01 0.00

-0.15 0.00 0.00 -0.03 -0.04 0.00 0.00 0.00

5.23 0.03 -0.32 0.00 -0.01 0.25 4.39 0.30

K9 K26

T T

0.47 -0.71

-4.42 4.42

0.00 0.00

0.00 0.00

0.00 0.00

5.00 0.30

K9 K26 K9 K26

T D

0.47 0.71

A42 -0.48

-0.94 0.46

0.48 0.05

0.00 0.03 0.03 0.00

0.00 0.01 0.01 0.00

5.00 -0.11

D D

0.00 -0.02 0.02 0.00

Knoop K9 K25 K10 K25

T/D D

Nx -0.72

Vy -0.05 4.34

Vz 0.00 -0.21

Mx 0.00 0.02 0.02 0.03

My 0.00 0.12

Mz 0.04

0.03 0.03

0.15 0.12

0.03 -0.05

0.15 -0.01

-0.05 0.00 0.00 -0.02 -0.02 0.01

-0.01 0.03 0.04 0.22

-0.31 0.00

0.25 0.23 0.27 0.23 0.27 -0.01

4.09 0.17 4.71 0.17 4.71 -0.13

-0.01 0.06

-0.53 -0.01

S43

Fu.C.2

S43

Fu.C.3

B E B E B

S43

Fu.C.4

E B

K10 K25

S43

Fu.C.5

S44

Fu.C.1

E B E B

K10 K25 K10 K24

S44

Fu.C.2

S44

Fu.C.3

E B E B

K11 K24 K11 K24

S44

Fu.C.4

E B

S44

Fu.C.5

E B

T T T T T T D

-24.80 24.56 -25.87 25.63 -25.87

-4.34 4.90 -4.90 4.90

25.63 0.28

-4.90 -0.23

-0.52 -5.40 5.13 -0.57

0.23 -O.01 0.01 3.51

-0.01 -0.06 0.06 -0.40

-3.51 4.06

0.40 -0.42

T T

0.34 -0.62 0.39 -0.62

0.42 -0.42

K11 K24

T D

0.39 0.66

-4.06 4.06 ^.06 -0.55

K11 K24

D D

-0.90 0.48

0.55 -0.04

-0.01 -0.10

K10 , K25

D T T T T T


0.21 -0.23 0.23 -0.23 0.23 0.01

0.42 0.01

0.01 0.01 0.01 -0.15 -0.15 0.00

0.14 0.12

-0.03 0.59 4.62 0.65

-0.46 0.02

0.59 4.62 0.65 5.24 0.65 5.24 0.03

-0.01 0.12



S45

Fu.C.1

S45

Fu.C.2

E B E B

S45

Fu.C.3

E B

S45

Fu.C.4

S45

Fu.C.5

E B E B

S46

Fu.C.1

E B

S46

Fu.C.2

S46

Fu.C.3

S46

Fu.C.4

S46

Fu.C.5

S47

Fu.C.1

S47

K11 K23 K12 K23 K12 K23 K12 K23 K12 K23 K12 K22

D T T T T T T D D T

Projectnummer Constructeur Eenheden -0.75 -22.93 22.69 -23.89 23.66 -23.89 23.66 0.22 -0.45 -4.91

T T T T

4.64 -0.35 0.11 -0.39

E B

S47

Fu.C.3

E B

K14 K21

D D D T T T T T

0.15 -0.39 0.15 0.67 -0.90 0.54

Fu.C.2

K13 K22 E K13 B K22 E K13 B K21 E K14 B K21

T T T D

S47

Fu.C.4

S47

Fu.C.5

E B E B

S48

Fu.C.1

K14 K21 K14 K21 K14 K20

S48

Fu.C.2

S48

Fu.C.3

S48

Fu.C.4

S48

Fu.C.5

E B E B E B

S49

Fu.C.1

S49

Fu.C.2

E B E B

K13 K22 K13 K22

-0.80 -19.06 18.83 -19.95 19.71 -19.95 19.71 0.68 -0.92 -3.95

K15 K20

T D D T T D D D

K15 K20 K15 K20

D D D D

E B

K15 K20 K15 K19

D D D T

-0.28 0.05 -0.28 0.68 -0.91 0.64 -0.91 -13.03

E B E

K16 K19 K16

T T T

B

Knoop K19

T/D T

K16 K19 K16* K19

T D D T T D

E B E B

3.68 0.07 -0.31 0.05

0.04 4.31 -4.31 4.88 -4.88 4.88 ^.88 -0.25 0.25 -0.01 0.01 3.80

0.66 0.02 -0.02 -0.16

-3.80 4.36

0.79 -0.83 0.83 -0.83

-4.36 4.36

0.16 -0.79

0.00 -O.05

0.06 0.34

-0.03 0.58

-0.05 -0.01 -0.01 -0.01 -0.01 -0.21

0.42 0.36 0.44 0.36

4.59 0.65 5.21 0.65 5.21 0.04

-0.21 0.00 0.00 -0.05 -0.05 0.02 0.02 0.02

0.44 -0.01 -0.01 0.09 0.10 0.44 0.50 0.47 0.53 0.47

0.02 -0.31 -0.31 0.00

1.12 -1.12

0.05 0.05

-4.88 -0.32 0.32 0.00 0.00 3.51

1.12 0.03 -0.03 -0.27 0.27 -1.18

0.05 -0.32 -0.32 0.00 0.00 0.00

-3.51 4.09

1.18 -1.24

0.00 0.09

-4.09 4.09

1.24 -1.24 1.24 0.04 -0.04 -0.30

0.09 0.09 0.09 -0.39

0.79 -0.02 -0.03 0.17 0.19 0.82 0.99 0.87 1.04

4.77

0.66

-4.09 -0.67 0.67 -0.02

1.51 -1.60

0.07 0.16

-4.52

1.60

0.16

Nx -13.76

Vy 4.52

Vz -1.60

0.16

My 0.87

■4.52 -0.58 0.58 -0.01

1.60 0.08

0.16 -0.32

1.04 -0.04

-0.08 -0.38

0.01 -0.85

0.38 0.02

0.85 -1.04

-0.27 0.04

-0.32 0.00 0.00 0.58 0.58 0.69

-0.05 0.21 0.25 -0.17

D D

13.52 1.24 -1.47 -2.52 2.25 132.48 -132.25 140.76

D D

-140.53 140.76

1.04 -1.04

-0.29 0.04

Fu.C.4

S49

Fu.C.5

S50

Fu.C.1

E B E B E B

S50

Fu.C.2

E B

S50

Fu.C.3

E B

K33 K1 K33 K1

S50

Fu.C.4

S50

Fu.C.5 Fu.C.1

K33 K1 K33 K1 K33 K33

D T T D D T

-140.53 -8.93 9.16 34.20

S51

E B E B E B

-33.94 -113.13

1.04 0.40 -0.40 -0.01 0.01 1.19

E

K3

T

112.90

-1.19

5.19 0.04 -0.43 0.00

4.64 0.27 4.64 -0.05 -0.75 -0.01

12.79 -13.76 13.52

S49

5.19 0.67

0.79 0.70

0.30 -1.51

Mx

4.55 0.67

0.00 0.23

0.02 3.92 -3.92 4.52

B.C. Fu.C.3

-0.53 0.01 0.03 0.61

0.18 0.66 0.75 0.70

-0.39 0.00 0.00 0.07


-0.01 0.25 4.31 0.29 4.94 0.29 4.94 -0.09

0.83 0.03 -0.03 -0.20 0.20 -1.06 1.06 -1.12

0.00 -0.02 -0.02 0.05

0.53 -0.02 -0.02 0.11 0.13 0.57 0.70 0.61 0.74 0.61 0.74 -0.02 -0.02 0.15

-0.33 0.00

-4.36 -0.51 0.51 0.04 -0.04 4.30 -4.30 4.88 -4.88 4.88

Staaf S49

K16 K1

0.10 -0.63 0.63 -0.66 0.66 -0.66


3.99 0.27

-0.01 0.60 4.10 0.66

Mz 4.77 0.07 -0.77 0.00

-0.08 -0.18

-0.01 -1.54 0.04 -1.94

-0.10 -0.18

0.10 -1.94

-0.29 -0.18 -0.07 -0.10 -0.19 -0.14

0.69 0.69 0.69 -0.19 -0.19 0.00 0.00 -0.62

-0.10 0.06 0.04 -0.02 -0.06 -0.05

0.10 0.95 -0.25 -0.01 -0.01 0.39

-0.11

-0.62

0.07

1.72


Fu.C.2

S51

Fu.C.3

B E B

S51

Fu.C.4

E B

K3 K33

T D

S51

Fu.C.5

K3 K33

D T

S52

Fu.C.1

E B E B

K3 K3

S52

Fu.C.2

S52

Fu.C.3

S52

Fu.C.4

E B E B E B

K31 K3 K31 K3 K31 K3

T D D D D D

S52

Fu.C.5

S53

Fu.C.1 Fu.C.2

K31 K3 K31 K31 K5 K31

T D D T

S53

E B E B E B

S53

Fu.C.3

S53

Fu.C.4

E B E B

S53

Fu.C.5

S54

Fu.C.1

E B E B

S54

Fu.C.2

S54

Fu.C.3

S54

Fu.C.4

S54

Fu.C.5

S55

Fu.C.1

S55

Fu.C.2

S55

Fu.C.3

S55


T T T

-119.22 118.99 -119.22

1.34 -1.34 1.34

-0.16 -0.10 -0.16

-0.71 -0.71 -0.71

-0.03

K3 K33

0.09 -O.03

0.51 1.86 0.51

118.99 3.50 -3.74 -28.60 28.34 103.11

-1.34 -0.03

-0.10 -0.06

-0.71 0.05

0.09 -0.04

1.86 -0.32

0.03 -0.01 0.01 -0.93 0.93

-0.20 -0.16 -0.13 0.13 -0.39 0.16

0.05 -0.01

-0.08 0.03

-0.01 0.64

-0.01 -0.39 -0.07 -0.42

0.26 0.00 -0.02 -1.58 -0.07 -2.02 -0.03 -2.02 -0.03 1.04

-102.88 109.33 -109.09 109.33 -109.09 -5.84

-1.16 1.16 -1.16 1.16 0.47

T T

6.07 26.65 -26.39 -73.64 73.40 -77.21

-0.47 0.02 -0.02 1.28 -1.28 1.43

K5 K31

T T

76.98 -77.21

K5 K31 K5 K31 K5 K5 K29 K5 K29 K5 K29 K5 «29 K5

T D D T T D

76.98 0.40 -0.63 -18.66 18.40 71.27

-1.43 1.43 -1.43 -0.03

D D D D D T T D

-71.03 75.11 -74.88 75.11 -74.88 -2.04

K29 K29

D T

K7 K29 K7 K29

34.27 -36.30

0.04 0.97 -0.97 1.14

36.06 -36.30

-1.14 1.14

36.06 0.79

D T

Fu.C.4

E B E B

K7 K29

S55

Fu.C.5

E B

KT K29

D T

Staaf

B.C. E

Knoop K7

T/D T

Fu.C.1

B

S56

Fu.C.2

E B

S56

Fu.C.3

S56

Fu.C.4

E B E B

S56

Fu.C.5

E B

S57

Fu.C.1

S57 S57


K33

T T T T T D

S56



D

E B

K7 K27 K7 K27 K7 K27 K7 K27 K7 K27 K27

D D D T T D D D

Fu.C.2

E B

K9 K27

Fu.C.3

E B

K9 K27

D D

0.03 0.03 -0.03 -1.20 1.20 -1.42 1.42 -1.42

-0.42 0.16

0.64 0.75 0.75 0.75

-0.42 -0.21

0.75 -0.17

-0.05 -0.07

-0.17 0.00

-0.22 -0.31

0.00 -0.60 -0.60 -0.68

-0.06 0.00

-0.68 -0.68 -0.68 0.04

0.36 0.02 0.36 -0.04 -0.08 0.04

0.06 -0.34 0.08 -0.34 0.08 -0.06 -0.20 -0.20 -0.09 0.22 -0.48 0.25

0.04 0.01 0.01 0.60 0.60 0.71 0.71 0.71

-0.09 -0.42 -0.09 0.10 0.05 -0.07

0.33 0.02

0.05 -0.54 -0.08 -0.57

-0.21 0.02 0.02 0.16 2.11 0.27 2.26 0.27 2.26 -0.43 0.37 0.01 0.04 -1.88 -0.24 -2.28 -0.24 -2.28 -0.24

-0.50 0.25 -0.50 -0.15 -0.10 -0.05

0.71 -0.16 -0.16 -0.01

-0.09 -0.57 -0.09 0.08 -0.03 -0.11

-0.24 -0.44

-0.01 -0.69

-0.06 0.04

-1.14 -0.18

0.18 -0.45 0.20 -0.45 0.20 -0.12

-0.69 -0.78 -0.78 -0.78 -0.78 0.05

0.50 0.04 0.54 0.04 0.54 0.04

1.92 0.10 1.92 -0.43

-1.03 -8.66

0.18 -0.03

-0.14 -0.22

0.05 -0.01

-0.06 0.05

0.11 -0.02

Nx 8.39

Vy 0.03

Vz -0.06

Mx -0.01

My 0.10

Mz -0.05

38.15 -37.92 40.05

-0.89

0.26

0.89 -1.10 1.10 -1.10

-0.51 0.28

0.68 0.68 0.78

-0.61 -0.08 -0.64

-0.01 -1.90

2.28 18.24 -17.97 -34.51

-39.81 40.05 -39.81 -0.18

1.42 0.38 -0.38 -0.04

-0.54 0.28 -0.54 -0.14

0.78 0.78

-0.08 -0.64

0.78 -0.12

-0.08 0.06

0.79 -0.11 -0.04 -0.02 -0.01 1.73 0.10

-1.56

-0.04 -1.90 -0.04 0.58

-0.12 -0.04

-0.12 0.01

-0.04 -0.12

-9.67 2.05

1.10 0.39 -0.39 0.04 -0.04 1.29

-0.24 -0.50

0.01 -0.59

-0.05 0.06

D D

-2.29 2.20

-1.29 1.47

0.25 -0.52

-0.59 -0.69

0.60 0.06

0-18 2.10 0.26

D D

-2.43 2.20

-1.47 1.47

0.27 -0.52

-0.69 -0.69

0.63 0.06

2.34 0.26


0.41 9.94

0.10 0.05 0.02



Brug Doorsla* Berekening v; Gemeente Nii E B E B E B

S57

Fu.C.4

S57

Fu.C.5

S58

Fu.C.1

S58

Fu.C.2

S58

Fu.C.3

S58

Fu.C.4

S58

Fu.C.5

S59

Fu.C.1

E B E B E B E B E B

S59

Fu.C.2

E B

S59

Fu.C.3

S59

Fu.C.4

S59

Fu.C.5

S60

Fu.C.1

E B E B E B E B

S60

Fu.C.2

E B

S60

Fu.C.3

S60

Fu.C.4

E B E B

S60

Fu.C.5

E B

S61

Fu.C.1

E B

S61

Fu.C.2

S61

Fu.C.3

S61

Fu.C.4

S61

Fu.C.5

S62

Fu.C.1

S62

Fu.C.2

E B E B E B

K9 K27 K9 K27 K9 K9 K25 K9 K25 K9 K25 K9 K25 K9 K25 K25 K11 K25 K11 K25 K11 K25 K11 K25 K11 K11 K23 K11 K23 K11 K23 K11 K23 K11 K23 K23 K13 K23 K13 K23 K13 K23

D T T D D D D D D D

-2.43 -0.30

D D D D

-2.23 1.32 -1.09 0.72 -0.45 38.06

1.45 0.25 -0.25 -0.04

-38.29 39.87 ■40.11 39.87 -40.11 -0.03 -0.21 9.67

-0.92 1.12 -1.12 1.12 -1.12 -0.35 0.35 -0.04

-9.94 -33.82

0.04 -0.94

34.06 -35.94 36.17 -35.94 36.17 2.58 -2.34 -8.39 8.66 71.42

0.94 -1.12 1.12 -1.12 1.12 0.23 -0.23 0.03

D D D D D D D T T D D T T T T T T D D T T D D D D D D T T D D T

E

K13 K23 K13 K13 K21 K13 K21

E B E B E B

T T T

0.07 0.45 -0.71 2.61 -2.38 2.47 -2.23 2.47

-71.66 75.03 -75.27 75.03 -75.27 -1.17

-1.47 -0.19 0.19 0.04 -0.04 -1.25 1.25 -1.45 1.45 -1.45

0.04 0.92

-0.03 1.22 -1.22 1.44


0.27 -0.12 -0.13 -0.24 -0.05 0.25 -0.51 0.27 -0.52 0.27

-0.69 0.10

0.63 0.04

0.10 0.01 0.01 0.59 0.59 0.69 0.69 0.69

-0.52 -0.11

0.69 -0.10 -0.10 -0.01

-0.06 0.05 0.12 -0.60 -0.07 -0.63 -0.07 -0.63 -0.07 0.05 -0.07 -0.12

-0.01 -0.67

-0.05 0.09

-0.67 -0.78 -0.78 -0.78 -0.78 0.12

0.61 0.08 0.64 0.08 0.64 0.08

1.93 0.05 1.93 -0.14

0.12 -0.01

-0.05 0.05

-0.47 -0.02

-0.01 0.69

0.12 -0.51 -0.05 -0.54 -0.05 -0.54 -0.05 0.04

-0.05 -1.69 0.02 -1.89 -0.09 -1.89 -0.09 -0.04 0.44 0.05 0.02 0.24 1.92 0.25 2.30 0.25 2.30 0.08

-0.14 -0.05 -0.24 -0.52 0.27 -0.54 0.28 -0.54 0.28 -0.14 -0.11 -0.24 -0.04 0.19 -0.45 0.20 -0.46 0.20 -0.46 -0.11 -0.15 -0.06 -0.22 -0.49 0.24 -0.51 0.25 -0.51

0.69 0.78 0.78 0.78 0.78 -0.05 -0.05 0.01

-0.08 -0.10

0.01 -0.59 -0.59 -0.70

-0.05 0.10

-O.70 -0.70 -0.70 0.17

0.58 0.09 0.58 0.08 -0.04 0.06 0.11 -0.34

1.25 -1.40

-0.05 0.08 -0.34 0.09

0.17 0.01 0.01 0.60 0.60 0.69

-1.44 1.44 -1.44 -0.35

0.25 -0.15

0.55 0.09

2.34 -0.27 -0.07 0.02 0.06 -2.04 -0.17 -2.32 -0.24 -2.32 -0.24 0.19 0.25 -0.06 -0.02 0.01 1.61 0.05

0.94 17.97 -18.24 -72.60 72.84 -76.75 76.99

0.35 0.04 -0.04 -1.25

1.40

-0.35

0.69

-O.02

-0.70 0.02 0.04 -2.07 -0.13 -2.22 -0.26

Nx -76.75

Vy -1.40

Vz 0.09

Mx 0.69

My -0.36

Mz -2.22

76.99 3.37

1.40 0.08

-0.35 -0.11

-0.02 0.04

-3.14 -18.39

-0.08 -0.03

-0.14 -0.09

0.69 -0.05 -0.05 -0.01

-0.07 -0.05

-0.26 -0.36 0.49 -0.04

-0.11 -0.24

-O.03 -0.36

Staaf S62

B.C. Fu.C.3

B

Knoop K13

S62

Fu.C.4

E B

K21 K13

S62

Fu.C.5

E B

K21 K13

T/D T T D D T

S63

Fu.C.1

E B

K21 K21

T D

18.66 103.83

0.03 0.96

-0.20 -0.41

-0.01 -0.63

-0.04 0.10

-0.01 0.08

S63

Fu.C.2

S63

Fu.C.3

E B E B

K15 K21 K15 K21

D D D D

Fu.C.4

E B

K15 K21

D T

-0.96 1.19 -1.19 1.19 -1.19 -0.47

0.16 -0.42 0.17 -0.42 0.17 -0.14

-0.63 -0.75 -0.75 -0.75 -0.75 0.19

0.40 0.10 0.42 0.10 0.42 0.06

1.62 0.05 2.06 0.05

S63

104.06 109.33 ■109.57 109.33 109.57 -2.70

E

K15

T

2.47

0.47

-0.12

0.19

-0.04

-1.02


2.06 0.19


Fu.C.5


Projectnummer Constructeur Eenheden 26.39

S64

Fu.C.1

B E B

S64

Fu.C.2

E B

K19 K15

T T

112.36 -118.69

1.17 -1.31

-0.17 -0.09

S64

Fu.C.3

E B

Fu.C.4

E B

T T T D

118.93 -118.69

S64

118.93 6.00

1.31 -1.31 1.31 0.03

-0.17 -0.09 -0.17 -0.11

S64

Fu.C.5

S65

Fu.C.1

D T T D

-5.76 -28.33 28.60 133.15

-0.03 0.01 -0.01 0.89

-0.15 -0.13 -0.16 -0.29

S65

Fu.C.2

D D

-133.38 140.77

S65

Fu.C.3

S65

Fu.C.4

D D D T

-141.00 140.77 -141.00 -6.03

-0.89 1.09 -1.09 1.09 -1.09 -0.41

S65

Fu.C.5

E B E B E B

K19 K15 K19 K15 K19 K15 K19 K19 K17 K19 K17 K19 K17 K19

T D

5.79 33.94

0.41 0.01

S66

Fu.C.1

E B

D T

S66

Fu.C.2

S66

Fu.C.3

-34.20 -87.07 87.07 -122.94 122.94 -122.94

Fu.C.4

S66

Fu.C.5

K36 K35

D T

-147.78 -25.43

S67

Fu.C.1

S67

Fu.C.2

S67

Fu.C.3

E B E B E B

K36 K36 K37 K36 K37 K36

T T T T T T

25.43 -87.67 87.67 -123.20 123.20 -123.20

S67

Fu.C.4

E B

Fu.C.5

E B

T D D T

123.20 145.86

S67

K37 K36 K37 K36

-0.01 -1.69 1.69 -2.03 2.03 -2.03 2.03 0.97 -0.97 -0.09 0.09 -0.91 0.91 -0.65 0.65 -0.65 0.65 -1.27

-0.10 -2.22 1.58 -2.45 1.82 -2.45

S66

K17 K19 K17 K35 K36 K35 K36 K35 K36 K35

0.04 -0.30 0.04 -0.30 0.04 -0.14 -0.12 -0.19

-145.86 -25.77

S68

Fu.C.1

K37 K37

S68

Fu.C.2

E B E B

K38 K37

T T T T

25.77 -295.01 295.01 -289.65

S68

Fu.C.3

E B

K38 K37

T T

289.65 -289.65

S68

Fu.C.4

K38 K37

S68

Fu.C.5

E B E B

T T T T

289.65 -84.22 84.22 -66.15

Staaf

B.C. E

K38 K38 K39 K38 K39 K38 K39 K38

E B E B E B E B

K21 K15 K15

D D T

-26.65 -112.13

-O.02 0.02 -1.17

-0.22 -0.07 -0.09

0.00 0.00 0.63 0.63 0.71 0.71 0.71

K38 K37 " Knoop

S69

Fu.C.2

S69

Fu.C.3

S69

Fu.C.4

B E B E B E B

S69

Fu.C.5

E B

S70

Fu.C.1

E B

S69

Fu.C.1

E B E B E B


T T T T T D

T/D T T T T T T

122.94 147.78

Nx 66.15 -295.67 295.67 -290.05 290.05 -290.05

0.71 -0.05 -0.05 0.01 0.01 -0.56 -0.56 -0.68

0.06 0.07 -0.09 0.01 -0.09

-0.02 -0.02 -1.71

0.02 -0.09 0.02 0.03 -0.07 0.01 -0.03 0.12 0.17 0.11

-0.49 -1.83 -0.49 -0.34 0.39 0.02 0.00 -0.01 1.59 -0.08 2.00 -0.08 2.00 0.26

-0.68 -0.68 -0.68 0.23 0.23 0.00

0.19 0.06 -0.04 0.06

0.00 -0.74 -0.74 -0.27 -0.27 -0.27 -0.27 -2.36

0.02 1.16 1.31 1.11 1.67 1.11 1.67 0.46

0.01 -1.61 -0.59 -1.72

-2.36 0.00 0.00 -1.97 -1.97 -1.23 -1.23 -1.23

-1.46 0.25 0.25 -0.20 5.67 -0.62 5.26 -0.62

1.32 -0.05 -0.07 -0.03 -1.15 0.11 -0.96 0.11

3.25 -4.20

-1.23 -4.07

1.27 -0.10 0.10 0.99 -0.99 0.58

3.56 -1.34

-4.07 0.02 0.02 -0.08 -0.08 0.45

5.26 1.98 3.07 0.00 1.27 -1.48 1.67 -4.14

-0.96 -0.54 -1.12 0.03 -0.16 0.82

-0.58 0.58 -0.58 2.07

-2.19 1.55 -2.19 1.57

0.45 0.45

1.71 -4.14

0.18 0.58

1.71 -2.51

-2.07 0.24

-2.20 0.21

0.45 -2.35 -2.35 -0.01

0.18 1.23 1.47 0.21

Vy -0.24 0.53

Vz -0.93

Mx -0.01

-6.59

-0.53 0.74

5.95 -6.13

-0.74 0.74

5.50 -6.13

-1.46 -1.46 -0.81 -0.81 -0.81

1.82 0.45 -1.08 -0.74 0.03 •4.52 3.88 -3.88 3.25 -3.88

0.63 1.84 -2.48 1.55

0.19 0.11

-0.36 -1.83

0.06 -1.00

-0.99 0.01

-0.92 -1.72 -0.92 -0.06

0.47 0.58

My

Mz

0.26 -0.90

0.10

9.05 -0.97

290.05 -85.79

-0.74 -0.79

5.50 -3.81

-0.81 -3.53

8.53 0.28

K39 K38

T T T T

85.79 -66.52

0.79 0.22

3.18 -1.86

-3.53 0.01

4.26 -0.09

1.09 -0.12 1.09 -0.65 -0.38 0.01

K39 K39

T T

66.52 -413.09

-0.22 -1.45

1.15 4.75

0.01 0.19

2.05 -8.27

0.28 -1.53


8.53 -0.97

-0.26 0.95 -0.12

S70

Fu.C.2

S70

Fu.C.3

S70

Fu.C.4

S70

Fu.C.5

S71

Fu.C.1

S71

Fu.C.2

S71

Fu.C.3

S71

Fu.C.4

S71

Fu.C.5

S72

Fu.C.1

S72

Fu.C.2

S72

Fu.C.3

S72

Fu.C.4

S72

Fu.C.5

S73

Fu.C.1

S73

Fu.C.2

S73

Fu.C.3

S73

Fu.C.4

S73

Fu.C.5

S74

Fu.C.1

S74

Fu.C.2

S74

Fu.C.3

S74

Fu.C.4

S74



Projectnaam Omschrijving Opdrachtgever E B E B E B E B E B E B E B E B

K40 K39 K40 K39 K40 K39 K40 K39 K40 K40 K41 K40 K41 K40 K41 K40 K41 K40

E B E K41 B K41 E K42 B K41 E K42 B K41 E K42 B K41 E K42 B K41 E K42 B K42 E K43 B K42 E B E B E B E B E B

K43 K42

K44 K43 K44 K43

Fu.C.5

E B E B E B

S75

Fu.C.1

E B

S75

Fu.C.2

E B E

K43 K42

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

1.45 -1.77 1.77 -1.77 1.77 1.21 -1.21 -0.32

-5.38 4.36 -5.00 4.36 -5.00 2.59 -3.22 0.87

0.32 -2.04 2.04 -1.81 1.81 -1.81 1.81 -1.41 1.41 -0.35 0.35 1.75 -1.75 1.39 -1.39 1.39

-1.59 -7.88 7.25 -7.41

455.20 -246.62 246.62 -107.13 107.13 -486.94 486.94 -454.95 454.95 -454.95 454.95 -247.34

413.09 -401.53 401.53 -401.53 401.53 -138.14 138.14 -93.64 93.64 -412.19 412.19 ^t00.44 400.44 -400.44 400.44 -139.02 139.02 -93.67 93.67 ^t87.08 487.08 -455.20 455.20 -455.20

6.77 -7.41 6.77 -4.18

0.19 0.59 0.59 0.59 0.59 -1.59 -1.59 -0.01 -0.01 -1,27 -1.27 -0.81 -0.81 -0.81

1.68 -7.79 1.71 -7.79 1.71 -3.92 0.14 -1.87 0.27 -1.22

-0.35 -1.66 -0.64 -1.66 -0.64 0.27

11.05 -1.26

-2.01 -0.46 -1.89 -0.46

-0.81 -2.55

10.48 -1.26 10.48 0.06

1.46 6.51

-2.55 0.01 0.01 0.60

4.97 -0.16 2.53 -10.65

-7.15 6.22 -6.85 6.22

0.60 0.77 0.77 0.77

-1.39 2.04

-6.85 2.58

0.77 -0.44

1.78 -10.10 1.61 -10.10 1.61 -4.78

-2.04 0.40 -0.40 1.12 -1.12 1.34

-3.21 1.32 -2.04 -7.93 7.30 -7.62 6.99 -7.62

-0.44 0.00 0.00 -0.85 -0.85 -0.66

-1.34 1.34

3.55 -2.17

1.02 -2.44 0.25 -1.62 11.52 -1.46 10.96 -1.46 10.96 -0.96 4.99 -0.22

6.99 -3.42 2.78 -2.21 1.50 7.31

-0.66 -0.66 -0.66 -1.26 -1.26 0.02 0.02 0.77

-7.95 7.01

0.77 0.66 0.66 0.66 0.66 0.88 0.88 -0.02

2.63 -11.52 1.61 -10.96 1.44 -10.96 1.44 ^.99 0.99 -2.63

1.31 -0.32 -0.10 -0.64

-1.89 -0.92 -0.92 -0.06 -0.39 1.73 0.54 1.57 0.24 1.57 0.24 1.11 1.54 0.41 0.11 -0.08 1.53 0.13 1.61 0.13

T T T T T T

453.82 -453.82

-1.34 -0.69 0.69 0.37 -0.37 -1.60 1.60 -1.94 1.94 -1.94

453.82 -247.16 247.16 -107.34

1.94 1.22 -1.22 -0.37

-7.64 7.01 -7.64 2.76 -3.39 1.50

T T

107.34 -483.76

0.37 -2.22

-2.21 -7.14

-0.02 -0.67

0.22 -1.76

1.33 -0.41 -0.07 -0.88

K45

T T T

483.76 -451.77 451.77

2.22 -1.99 1.99

6.51 -6.89 6.25

-0.67 -0.77 -0.77

10.63 -1.58 10.12

-2.00 -0.65 -1.94

Knoop K44

T/D T

Nx -451.77

vy -1.99

Vz -6.89

Mx -0.77

My -1.58

Mz -0.65

K45 K44

T T

451.77 -247.15

1.99 -1.43

6.25 -3.01

-0.77 0.12

10.12 -1.06

-1.94 -1.19

T T T T T T

247.15 -107.13 107.13 -427.17

2.37 -2.04 1.32 7.10 -7.74 6.85

0.12 0.00 0.00 1.20

-0.68 -0.11 -0.41 1.67

1.20 0.81

4.56 -0.25 2.44 -11.02 1.37 -10.49

T

394.91

1.43 -0.40 0.40 1.53 -1.53 1.17 -1.17

-7.48

0.81

1.18

0.04

K43 K42 K43 K43 K44 K43

K44 K43 K44 K44 K45* K44

Staaf S75

B.C. Fu.C.3

S75

Fu.C.4

S75

Fu.C.5

S76

Fu.C.1

E B E B E B

S76

Fu.C.2

E B

K45 K44 K45 K45 K46 K45

E

K46

B

T T


T T


247.34 -107.34 107.34 -485.77 485.77 -453.82

427.17 -394.91

1.61 -0.94 0.04 0.07 0.41 -1.85 -0.24 -1.99 -0.53 -1.99 -0.53 0.26

0.32 1.49



Fu.C.3

B

S76

Fu.C.4

E B

K45 K46 K45

T T T

S76

Fu.C.5

E B

K46 K45

T T

S77

Fu.C.1

E B

S77

Fu.C.2

S77

Fu.C.3

S77

Fu.C.4

K46 K46 K47 K46 K47 K46 K47 K46

S77

Fu.C.5

S78

Fu.C.1

S78

Fu.C.2

S78

Fu.C.3

S78

Fu.C.4

S78

Fu.C.5

S79

Fu.C.1

E B E B

S79

Fu.C.2

S79

Fu.C.3

S79

Fu.C.4

S79

Fu.C.5

S80

Projectnummer Constructeur Eenheden -394.91 394.91 -236.50 236.50 -93.69

1.17 -1.17 2.02

-7.48 2.51

0.81 0.81 2.27

-10.49 1.18 -4.73

1.49 0.04 1.22

-2.02 0.35

-3.14 1.46

2.27 -0.01

1.06 -2.53

1.41 0.39

T T T T T T T T

93.69 -425.91

-0.35 0.94 -0.94 1.14

-2.17 -5.21

-1.14 1.14 -1.14 -0.63

4.45 -5.09

T T T T T T

0.63 0.32

0.01 1.46 1.46 0.81

1.87 -8.99 1.02 -8.57

T T

-0.32 -0.97 0.97 -1.31 1.31 -1.31

1.38 -1.59 0.87 5.82

K48 K47

236.32 -93.67 93.67 -306.32 306.32 -279.94 279.94 -279.94

0.16 -1.84 8.21 -1.63 7.83 -1.63 7.83 -1.27 3.47 -0.27

0.06 0.00 1.22 0.24 1.24 0.24 1.24 -1.04

K47 K46 K47 K47 K48 K47

-0.01 -0.22 -0.22 -0.60 -0.60 -0.60 -0.60 1.46 1.46 0.01

0.81 0.81

0.84 -8.57

K48 K47

T T

279.94 -184.45

1.31 1.37

-6.26 1.92

0.81 3.48

0.84 -3.82

T T T T

184.45 -66.54 66.54 -303.53 303.53 -277.25

-1.37 -0.22 0.22 -1.43 1.43 -1.17

-2.55 1.15

E B

K48 K47 K48 K48 K49 K48

3.48 -0.01 -0.01 0.13 0.13 -0.45

0.91 -2.05 0.09 -1.79 4.40 -1.57

K49 K48 K49 K48 K49 K48 K49 K49

T T

277.25 -277.25 277.25 -183.60

1.17 -1.17 1.17 -1.37

4.19 -1.57

-0.45 2.54

4.19 -1.25

183.60 -66.18 66.18 -114.80

S80

Fu.C.2

E B

K50 K49

T T

114.80 -108.63

1.37 -0.24 0.24 0.49 -0.49 0.09

1.70 -2.33 1.70 -0.80 0.17 -0.93 0.21 3.60 -4.24 3.43

-0.45 -0.45

Fu.C.1

E B E B E B E B

2.54 0.01 0.01 2.02 2.02 1.23

1.89 -0.26 1.00 -5.59 0.49 -5.31

S80

Fu.C.3

K50 K49

S80

Fu.C.5

108.63 -52.26 52.26 -25.82

-4.06 3.43 -4.06 1.40 -2.04 0.63

0.45 -5.31

K50 K49 K50 K49

-0.09 0.09 -0.09 1.98 -1.98 0.10

1.23 1.23

Fu.C.4

T T T T T T

108.63 -108.63

S80

E B E B E B

1.23 4.36 4.36 -0.02

0.45 -2.43 0.19 -1.27

S81

Fu.C.1

E B

K50 K50

T T

25.82 -112.03

-0.10 0.87

-0.02 0.82

0.00 -1.59

-0.03 0.11

S81

Fu.C.2

S81

Fu.C.3

112.03 -106.04 106.04 -106.04 106.04 -51.09

-0.87 1.06 -1.06 1.06

Fu.C.4

S81

Fu.C.5

E B

K51 K50 K51 K50 K51 K50 K51 K50

T T T T

S81

E B E B E B

-1.34 1.81 -2.44 1.68 -2.31 1.68 -2.31 0.63 -1.26 0.03

0.82 0.26 0.26 0.26 0.26 2.82 2.82 0.00

-1.16 -1.49 -1.10 -1.49 -1.10 -O.70 -0.53 -0.25

1.03 0.40 0.98 0.40 0.98 -1.16 0.82 0.07

Staaf

B.C.

Knoop K51

T/D T D

Vz -0.74 -1.41

Mx 0.00 -0.37

My -0.25 0.97

Mz 0.05


Fu.C.1

E B

Fu.C.2

E B

K51 K52 K51

S82

Fu.C.3

E B

S82

Fu.C.4

E B

S82 S82

T T

T T T T T T

T T T T

425.91 -393.68 393.68 -393.68 393.68 -236.32

51.09 -25.48 Nx 25.48

D D

1.57 -1.34 1.52

K52 K51

D D

K52 K51

D D


-1.06 -0.26 0.26 0.09 Vy -0.09 3.15

6.85


4.58 -5.09

4.45 -2.01

-6.45 5.63 -6.26 5.63

-1.86 -2.33 1.69 -2.33

0.21 0.10 0.32 -1.25 -0.01 -1.43 -0.27 -1.43 -0.27 0.59 1.19 -0.28 -0.01 -0.82 -1.03 -0.58 -0.94 -0.58 -0.94 -1.22 -0.56 -0.10 -0.21 0.80 -0.16 0.55 -0.44 0.55 -0.44 1.37 1.20 0.16

4.04 -0.26

1.41 -1.34

-0.37 -0.29

0.72 0.92

-1.28 1.52

-3.15 2.72 -2.72 2.72

1.34 -1.34

-0.29 -0.29

0.69 0.92

3.45 -0.19 3.45

-1.28 1.02

-2.72 3.44

1.34 -0.67

-0.29 -0.53

0.69 0.45

-0.19 4.53


S82

Fu.C.5

S83

Fu.C.1

S83

Fu.C.2

S83

Fu.C.3

S83

Fu.C.4

S83

Fu.C.5

S84

Fu.C.1

S84

Fu.C.2

S84

Fu.C.3

S84

Fu.C.4

S84

Fu.C.5

S85

Fu.C.1

S85

Fu.C.2

S85

Fu.C.3

S85

Fu.C.4

S85

Fu.C.5

S86

Fu.C.1

S86

Fu.C.2

S86

Fu.C.3

S86

Fu.C.4

S86

Fu.C.5

S87

Fu.C.1

S87

Fu.C.2

S87

Fu.C.3

S87

Fu.C.4

E B E B E B E B

S87

Fu.C.5

E B

S88

Fu.C.1

S88

Fu.C.2

E B E B E B

B.C. Fu.C.3

S88

Fu.C.4

S88

Fu.C.5

D D D D

-0.78 0.86 -0.59 1.41

K53 K52

D D

-1.41 1.34

K53 K52

D D D D

-1.34 1.34 -1.34 0.67

D D D D D D

-0.67 0.37 -0.37 204.70 -204.70 194.12

3.19 -0.01 0.01 4.44 2.19 3.84

-0.56 0.78 -0.06 0.59 0.22 1.32 -0.60 1.28

D D

-194.12 194.12

2.01 3.84

-0.55 1.28

0.28 0.28

-0.69 -0.50

D D D D D D D D

-194.12 92.02 -92.02 46.97 -46.97 206.01

2.01 4.77

0.28 0.68

1.86 0.00 0.00 2.63

-0.55 0.79 -0.07 0.63 0.18 0.62

-0.69 -0.28 -0.28 -0.19 -0.10 0.00

-206.01 195.36

4.00 2.23

0.11 0.60

D D

-195.36 195.36 -195.36 92.62

3.62 2.23

-0.02 4.38

0.13 0.60 0.13 0.51 0.21 0.46 0.36 1.34

2.25 3.80 2.05 3.80

-0.62 1.30 -0.58 1.30

2.05 4.67 1.96 0.01

-0.58 0.75

-0.01 2.40 4.23 2.04

K53 K52 K53 K52

E B E B

K53 K53 K54 K53

E B E B

K54 K53 K54 K53

E B E B E B

K54 K53 K54 K54 K55 K54

E B E B

K55 K54 K55 K54

E B E B

K55 K54 K55 K55 K56 K55 K56 K55

E B E B E B E B


-92.62 47.27 -47.27 350.76 -350.76 332.94

-3.44 -0.01


K52 K51 K52 K52

E B E B

0.01 3.15 3.48 2.72 3.13 2.72 3.13 3.44

3.62 2.99 3.64 0.02

0.67 -0.37 0.37 1.34

-0.53 0.00 0.00 0.26

-0.61 1.28 •0.56 1.28

0.26 0.19 0.19 0.19 0.19 0.40 0.40 0.00 0.00 0.39 0.39 0.28

0.68 0.00 0.00 0.02 0.02 -0.05 -0.05 -0.05 -0.05 0.32 0.32 0.00 0.00 0.22 0.22 0.12 0.12 0.12 0.12 0.51 0.51 0.00

0.35 0.24 0.20 -0.72 -0.55 -0.69 -0.51 -0.69 -0.51 -0.35 -0.20 -0.20 -0.04 -0.52 -0.73 -0.50

-0.40 -0.01 0.00 0.37 -0.58 0.29 -0.56 0.29 -0.56 0.53 -0.37 0.00 -0.01 1.45 0.01 1.22 -0.04 1.22 -0.04 1.68 0.21 0.02

-0.33 0.00

-0.02 0.18 -1.07 0.13

-0.30 0.00 -0.30 -0.05 -0.14 -0.07 0.00 -0.39

-1.03 0.13 -1.03 0.26 -0.69 0.02 0.00 1.27

-0.89 -0.38 -0.84 -0.38 -0.84 -0.17

0.11 1.07

D D

-332.94 332.94 -332.94 156.03 -156.03 80.30 -80.30 351.63 -351.63 333.77 -333.77 333.77

D D

-333.77 156.41

3.81 2.77

0.18 0.20 0.52 0.20 0.52 0.20 0.52 0.33

-156.41 80.50 -80.50 438.87

3.86 -0.02

0.39 0.36

K58

D D D D D D D

-438.87 416.77 -416.77

0.02 4.21 2.42 3.67 2.18

0.45 1.27 -0.54 1.23 -0.51

0.18 0.01 0.01 0.21 0.21 0.15 0.15

Knoop K57

T/D D

Nx 416.77

Vy 3.67

Vz 1.23

Mx 0.15

My -0.24

Mz 1.23

B E B

K58 K57 K58 K57

D D D D

-416.77 194.38 -194.38 100.61

2.18 4.43 2.20 -0.02

-0.51 0.72 0.00 0.62

0.15 0.35 0.35 0.01

-0.89 -0.11 -0.36 -0.13

-0.27 1.34 0.11 0.02

E

K58

D

-100.61

0.02

0.19

0.01

-0.15

-0.04

E B E B E

Staaf S88



B E

K56 K55 K56 K55 K56 K56 K57 K56 K57 K56 K57 K56^ K57 K56 K57 K57 K58 K57

D D D D


3.81 2.04

-0.03 0.64

-0.33 -0.16

0.06 1.07 0.06 1.51 0.25 -0.02

0.00 -0.02

-0.14 0.40

0.03 -0.02

-0.02 -0.07 -0.07 -0.07

-0.19 0.38 -0.17 0.38

-1.17 -0.04 -1.12 -0.04

-0.07 0.18

-0.17 0.12

-1.12 0.08

-0.08 0.02 0.03 -0.24

-0.79 -0.03

-0.94 -0.24 -0.89

-0.23 1.23 -0.27

0.00 1.39


Fu.C.1


S89

Fu.C.2

B E B

S89

Fu.C.3

E B

S89

Fu.C.4

E B

S89

Fu.C.5

E B

S90

Fu.C.1

S90

Fu.C.2

S90

Fu.C.3

S90

Fu.C.4

S90

Fu.C.5

S91

K58 K59 K58

D D D

K59 K58 K59 K58

D D

Fu.C.1

E B E B E B

K59 K58 K59 K59 K60 K59 K60 K59 K60 K59 K60 K59 K60 K60

S91

Fu.C.2

E B

K61 K60

S91

Fu.C.3

S91

Fu.C.4

S91

Fu.C.5

E B E B E B

K61 K60 K61 K60 K61 K60

S92

Fu.C.1

S92

Fu.C.2

S92

Fu.C.3

S92

Fu.C.4

E B E B E B E B

S92

Fu.C.5

S93

Fu.C.1

S93

Fu.C.2

E B E B E B

Projectnummer Constructeur Eenheden 439.30 -439.30 417.19 -417.19 417.19

D D D D D D D D

-417.19 194.56 -194.56 100.71 -100.71

D D D D D D

-444.44 444.44

D D D D D D D D

468.02 -468.02 444.44

-444.44 207.25 -207.25 107.15 -107.15 468.02 -468.02 444.44

2.54 4.09 2.22

-0.14 0.86 -0.12

-0.14

3.63 2.22

0.84 -0.12

3.63 2.59 4.04 0.03 -0.03 4.32

0.84 0.17

-0.14 -0.14 -0.14 -0.02 -0.02 -0.01 -0.01 0.10 0.10 0.08

0.55 0.28

2.31 3.82

0.53 1.10 -0.38 1.07

2.03 3.82 2.03 4.24

-0.35 1.07 -0.35 0.66

2.39 0.02 -0.02 2.30

0.06 0.58 0.23 -0.38

4.33 2.03 3.82 2.03

1.10 -0.35 1.07 -0.35 1.07 0.06 0.66 0.23

D D

-444.44 444.44 -444.44 207.25 -207.25 107.15

4.31 -0.02

K61 K61 K62 K61 K62 K61 K62 K61

D D D D D D D D

-107.15 439.48 -439.48 417.21 -417.21 417.21 ^417.21 195.31

0.02 4.08 2.55 3.63 2.22 3.63 2.22 3.97

E B

K62 K61

D D

-195.31 100.71

K62 K62 K63 K62 K63 K62

D D D D D D

-100.71 439.04 -439.04 416.79 -416.79 416.79

3.82 2.32

0.58 0.86 -0.14 0.84

-1.09 -0.13 -1.17 -0.04 0.02 1.28 -0.28 1.20

-0.26 -0.07

-0.10 0.01

0.03 2.42

0.28 -0.56

-0.09 0.94

-0.04 0.24

4.21 2.19

1.28 -0.50

0.26 0.89

-1.41 0.28

3.66 2.19

1.23 -0.50

0.01 -0.22 -0.22 -0.15 •0.15 -0.15

0.24 0.89

-1.23 0.28

-0.15 -0.39 -0.39 -0.01 -0.01 0.02 0.02 0.07 0.07 0.07

0.24 0.39

-1.23 -0.10

0.20 0.15 0.13 0.18 -0.40 0.17 -0.37 0.17

-1.41 0.04

D D

-416.79 195.10

3.66 2.15

1.23 -0.09

S93

Fu.C.5

K63 K62

D D

Fu.C.1

D D

4.48 0.02 -0.02 4.23

0.81 0.19

S94

Fu.C.2

S94

Fu.C.3

K63 „ K63 K64 K63 K64 K63

-195.10 100.61 -100.61

S94

E B E B E B E B

S94

Fu.C.4

E B

K64 K63

S94

Fu.C.5

E B

K64 K63

Staaf

B.C.

Knoop K64 K64

T/D

K65 K64

E B

-0.19 0.01

-1.22 -0.07 -1.09 -0.07

-0.03 0.01

K63 K62

Fu.C.2

-0.08 -0.08 -0.08 -0.19

-0.33 -0.10 -0.13 0.86 0.10 0.82 0.10 0.82 0.10 0.33 0.06 0.13 0.10 0.04

0.08 1.09 0.08 1.10 0.10 -0.02 0.04 -0.10

0.16 0.53

E B

S95

-0.11 -0.08

-0.82 -0.10 -0.82 -0.06

-0.99 0.04 -0.01 1.21 0.10 1.09

2.66 -0.03

Fu.C.4

Fu.C.1

-0.01 -0.11

-0.87 -0.10

-1.20 0.05

-0.12 0.57

S93

S95

0.08 0.14 0.14 -0.01

-0.03 0.25 0.00 0.09 0.07 -0.10

0.27 -1.28 0.28 -1.20 0.28

-0.28 1.20 -0.28 0.96

-0.12 0.84

Fu.C.3

E B

0.08 0.08

0.69 -0.04 0.65 -0.03 0.65

-0.69 0.03 -0.65 0.03 -0.65 0.00

S93

D D

-0.14 -0.14

0.01 0.13 0.13 0.14 0.14 0.14 0.14 -0.03

E B E B E B

351.89 -351.89 333.81 -333.81 333.81 -333.81 157.46


0.62 0.54

-0.02 1.17 0.02 1.12 0.04 1.12

2.40 3.82 2.03 3.82

0.19 0.52

0.21 0.49 0.23 0.45

0.07 -0.20

-0.37 -0.01

-157.46 80.50

2.03 3.83 2.80 0.02

-0.20 -0.01

-0.16 -0.03

0.04 0.81 -0.15 0.00

D D

Nx -80.50 351.02

Vy -0.02 2.25

Vz 0.36 -0.63

Mx -0.01 -0.22

My -0.02 0.89

Mz 0.03 -0.10

D D

-351.02 332.97

4.38 2.05

1.35 -0.57

-0.22 -0.12

0.39 0.84

-1.29 -0.06

D D D D D D


0.21 0.52

J



J

E B E B

K65 K64 K65 K64

E B E B E B E B E B

K65 K64 K65 K65 K66 K65 K66 K65 K66 K65

Fu.C.4

E B E B E B E B E B

K66 K65 K66 K66 K67 K66 K67 K66 K67 K66

S97

Fu.C.5

E B

K67 K66

D D

S98

Fu.C.1

E B

K67 K67

S98

Fu.C.2

K68 K67

S98

Fu.C.3

E B E B

D D D D

S98

Fu.C.4

E B

K68 K67

S98

Fu.C.5

E B

K68 K67

S99

Fu.C.1

E B

S99

Fu.C.2

S99

Fu.C.3

S99

Fu.C.4

E B E B E B

K68 K68 K35 K68 K35 K68

S99

Fu.C.5

E B

S100

Fu.C.1

S100

Fu.C.2

S100

Fu.C.3

S100

Fu.C.4

S100

Fu.C.5

S101 S101

S95

Fu.C.3

S95

Fu.C.4

S95

Fu.C.5

S96

Fu.C.1

S96

Fu.C.2

S96

Fu.C.3

S96

Fu.C.4

S96

Fu.C.5

S97

Fu.C.1

S97

Fu.C.2

S97

Fu.C.3

S97

Staaf S101

Projectnummer Constructeur Eenheden -332.97 332.97

3.80 2.05

1.29 -0.57

-0.12 -0.12

0.37 0.84

D D D D D D

-332.97 157.08

3.80 1.95

-157.08 80.30

4.68 -0.01 0.01 4.01 2.62 3.62

1.29 -0.13 0.85 0.18 0.64 0.12

-0.12 -0.51 -0.51 0.00 0.00 -0.02 -0.02 0.05

0.37 0.37 0.26 0.14

0.05 0.05 0.05 -0.30 -0.30 0.00 0.00 -0.39 -0.39 -0.28 -0.28 -0.28

0.01 0.31

-0.19 1.04 -0.13 1.04

0.01 0.05 0.00 0.00

-0.13 0.78 -0.32 0.00

0.07 0.74

-0.02 0.02

0.54 0.69 0.48 0.69 0.48 0.35 0.46 0.10

-1.46 0.05

0.19 0.52 0.71 0.53 0.69 0.53

-0.02 0.59

D D

-80.30 206.19 -206.19 195.41

D D D D D D

-195.41 195.41 -195.41 93.20 -93.20 47.27

D D D D

-47.27 204.87 -204.87 194.17 -194.17 194.17

D D D D

-194.17 92.56 -92.56 46.97

2.23 3.62 2.23 3.66 2.97 -0.02 0.02 2.21 4.42 2.02 3.83 2.02 3.83 1.90

0.61 0.12 0.61 0.12 0.61 0.32 0.40 0.36 0.46 -0.63 1.35 -0.54 1.26 -0.54 1.26 -0.26 0.99 0.18

-0.28 -0.64

0.63 -0.59 1.31 -0.58

0.00 -0.25 -0.25 -0.19 -0.19 -0.19 -0.19 -0.38

-0.01 -3.13 3.13 -2.71

1.30 -0.58 1.30 0.13 0.60 0.22 0.59 1.39 -1.39 1.35

2.71 -2.71

-1.35 1.35

-1.54 0.60

2.71 -3.37

-1.35 0.55

-16.97 1.39 -1.39 1.35 -1.35 1.35 -1.35 0.55 -0.55 0.37 -0.37 1.31 -1.55 1.30 -1.54 1.30

4.73 0.00 0.00 3.50 3.13 3.14 2.71 3.14 2.71 3.26 3.37 0.01

K35 K68

E B E B

K35 K68 K35 K36 K67 K36

D D D T T T

-0.83 0.59 -0.86 -14.90 15.13 -13.19

3.37 0.01 -0.01 5.18

K67* K36 K67 K36 K67 K36 K67 K37

T T T T T T T D

13.42 -13.19 13.42 -10.10 10.33 -2.20 2.47 0.22

^t.57 4.57 -4.57 5.17 -5.17 0.00

Fu.C.1

E B E B E B E B

Fu.C.2

E B

K66 K37 K66

0.02 0.31 -0.07

^t.83 4.25

E

D D D

-0.38 1.32 -1.32 1.24

^t.25

B

Knoop K37

T/D D

E

K66

D

B.C. Fu.C.3

-1.07 -0.06 -1.07 -0.20 -1.58 -0.03

D D


K68 K67



-5.18 4.57

0.00 4.83

-0.64 0.00

-0.38 0.00 0.00 0.35 0.35 0.27 0.27 0.27

0.16 0.32 0.00 0.31

0.69 0.02 0.29 0.04 0.20 -0.71 -0.96 -0.69 -0.93 -0.69

0.02 1.09

-1.23 0.05 -1.23 -0.13 -1.70 0.02

-0.35 0.55 -0.27 0.55 -0.27 0.45 -0.52 0.01 0.00 0.25 -4.01 0.19 -3.45 0.19

-0.55 0.37 -0.37 1.69 -1.69 1.60

0.27 0.52 0.52 0.00

-0.93 -0.29 -0.37 -0.20

0.00 0.24 0.24 0.16

-0.24 -1.11

-3.45 0.38 -4.43 0.00 0.01 5.47

-0.93 -1.05

0.74 4.80

-1.60 1.60

0.16 0.16

0.68 4.80

-1.60 0.78 -0.78 0.38

0.16 0.46 0.46 0.00 0.00 0.17

-0.87 -1.05 -0.87 -0.51 -0.42 -0.25 -0.21 -0.84

0.17 0.08

-0.74 -0.79

0.37 4.77

-1.24

0.08

-0.70

0.33

0.68 5.58 0.62 0.00 0.00 5.43

Nx

Vy

0.31

4.25

Vz 1.24

Mx 0.08

My -0.79

Mz 4.77

-0.07

-4.25

-1.24

0.08

-0.70

0.33



Fu.C.4

S101

Fu.C.5

B E B

S102

Fu.C.1

E B

K66 K65

S102

Fu.C.2

S102

Fu.C.3

E B E B

K38 K65 K38 K65

S102

Fu.C.4

E B

K38 K65

S102

Fu.C.5

E B

K38 K65

S103

Fu.C.1

S103

Fu.C.2

E B E B

K38 K64 K39 K64

S103

Fu.C.3

S103

Fu.C.4

E B E B

K39 K64 K39 K64

S103

Fu.C.5

E B

K39 K64

S104

Fu.C.1

S104

Fu.C.2

S104

Fu.C.3

E B E B E B

K39 K63 K40 K63 K40 K63

S104

Fu.C.4

S104

Fu.C.5

S105

Fu.C.1

S105

Fu.C.2

E B E B E B E B

K40 K63 K40 K63 K40 K62 K41 K62

S105

Fu.C.3

E B

K41 K62

S105

Fu.C.4

S105

Fu.C.5

E B E B

K41 K62 K41 K62


K41 K61 K42 K61 K42 K61 K42 K61 K42 K61 K42 K60

S106

Fu.C.1

S106

Fu.C.2

S106

Fu.C.3

S106

Fu.C.4

S106

Fu.C.5

S107

Fu.C.1

S107

Fu.C.2

S107

Fu.C.3

S107

Fu.C.4

S107

Fu.C.5

Staaf

B.C.

K37 K66 K37

K43 K60 K43 B E B

K60 K43 K60

E B

K43 K60 Knoop

D D D D T T T T T T T T T T T T T T T T D D D D T T T T T T T T T T T T T T T T D D D D T T T T T T T T T T T T T T T T D D D

T/D


Projectnutinmer Constructeur Eenheden 0.37 -0.14 0.90 -0.64 -21.08 20.84 -19.64 19.40 -19.64 19.40 -10.35 10.11 -3.94 3.67 -0.44 0.21 -0.36 0.13 -0.36 0.13 0.10 -0.33 0.54 -0.80 -25.23 25.00 -23.75 23.52 -23.75


4.87

0.64

^.87 0.02

-0.64 0.30

0.46 0.46 0.00

-0.41 -0.36 -0.19

5.50 0.34 0.02

-0.02 -5.44

-0.30 1.17

0.00 0.08

0.01 -0.72

5.44 -4.85

-1.17 1.12 -1.12 1.12 -1.12 0.50 -0.50 0.27

0.08 0.01 0.01 0.01 0.01 0.35 0.35 0.00

-0.17 -0.63 -0.77 -0.60 -0.73 -0.60

-0.27 0.87

0.00 0.09

-0.87 0.83 -0.83 0.83 -0.83 0.38

0.09 0.01 0.01 0.01

-0.38 0.20

0.35 0.00

-0.20 0.71 -0.71 0.68 -0.68 0.68

0.00 0.07 0.07 0.02 0.02 0.02 0.02 0.26 0.26 0.00 0.00 0.04 0.04 0.00 0.00 0.00

4.85 ^.85 4.85 -5.24 5.24 0.01 -0.01 -4.65 4.65 ^.09 4.09 -4.09 4.09 -4.75 4.75 0.03 -0.03 -5.48 5.48 -4.90 4.90 -4.90 4.90 -5.18

0.01 0.35

-0.73 -0.27 -0.33 -0.14 -0.18 -0.49 -0.56 -0.47 -0.53 -0.47 -0.53 -0.21 -0.24 -0.11 -0.13 -0.38 -0.47 -0.37

-5.81 -0.66 -5.16 -0.66 -5.16 -0.62 -5.67 0.00 0.01 -0.23 -5.35 -0.19 -4.71 -0.19 -4.71 -0.31

-0.45 -0.37

-5.39 0.01 0.03 -0.72 -5.86 -0.65 -5.23 -0.65

-0.45 -0.16 -0.20 -0.09

-5.23 -0.62 -5.60 0.00

-0.11 -0.25 -0.28 -0.23

0.00 -0.34 -5.61 -0.30

-0.26 -0.23

-4.99 -0.30

23.52 -11.39 11.16 ■4.92 4.65 -0.69 0.46 -0.62

5.18 0.01 -0.01 -1.96 4.96 -4.40

0.38 -0.62

4.40 -4.40

-0.68 0.30 -0.30 0.16 -0.16 0.44 -0.44 0.41 -0.41 0.41

0.38 0.07

4.40 ^.81 4.81 -O.05 0.05 -5.46

-0.41 0.22 -0.22 0.10 -0.10 0.23

0.00 0.21 0.21 0.00 0.00 -0.01

-0.26 -0.12 -0.14 -0.06 -0.06 -0.12

-4.99 -0.36 -5.41 -0.02

5.46 ^t.89

-0.23 0.22

-0.01 -0.03

-0.15 -0.12

-5.85 -0.65

4.89 4.89 4.89 -5.14 5.14 0.01 -0.01 -4.61

-0.22 0.22 -0.22

-0.03 -0.03

-0.15 -0.12

-0.03 0.10

-0.15 -0.05

0.10 0.00

-0.06 -0.03

-0.05 0.00

0.00 0.00

-0.03 0.00

-5.23 -0.65 -5.23 -0.61 -5.55 0.00 0.01 -0.21

0.46 -0.70 0.46 0.12 -0.36 0.46

4.61 -4.05 4.05 -4.05 4.05 4.70 4.70 0.04

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.00

0.00 0.00 0.03 0.03 0.00

0.00 0.00 0.00 0.00

Nx

Vy

Vz

Mx

-0.31 0.48 -0.74 -26.99 26.76 -25.81 25.58 -25.81 25.58 -10.42 10.19 -5.40 5.13 -0.76 0.52 -0.70

0.09 -0.09 0.05

0.00 0.00

-0.04 -0.71

-5.32 -0.16 -».70 -0.16 -4.70

0.00 0.00

-0.33 -5.31 0.02

My

Mz

J



Brug Doorsk Berekening \ Gemeente N


-0.04

0.00

0.00

0.00

0.04

-5.46 5.46 4.89 4.89 -4.89

-0.23 0.23 -0.22 0.22 -0.22

0.01 0.01 0.02

-0.71 -5.84 -0.65

25.63 -10.14 9.90 -5.40

4.89 -5.12

T T T T

5.13 -0.68 0.45 -0.63

0.02 -0.05 -0.05 0.00 0.00 -0.04

T T T D D D D T T T T T

0.39 -0.63 0.39 0.17 -0.41 0.48 -0.74 -24.89

-0.01 4.96 4.96 4.40 4.40 -4.40 4.40 -4.80 4.80 -0.05

0.22 -0.10 0.10 -0.05 0.05 -0.44 0.44 -0.42

0.12 0.15 0.12 0.14 0.12 0.14 0.06 0.07 0.03

T T T T T T

23.68 -8.97

0.05 -5.47 5.47 4.90 4.90 -4.90 4.90 -5.14

8.73 -4.92

5.14 0.01

4.65 -0.42

-0.01 -4.65

K47 K56 K47 K56 K47 K56 K47 K56

T T T T

0.18 -0.38 0.14 -0.38 0.14 0.30 -0.54 0.54

4.65 4.09

K47 K55 K48 K55

D T

K43

D

K59 K44 K59 K44 K59

T T T T T

K44 K59 K44 K59

T T T T

K44 K58 K45 K58 K45 K58 K45 K58 K45 K58 K45 K57

S108

Fu.C.1

E B

S108

Fu.C.2

E B

S108

Fu.C.3

E B

S108

Fu.C.4

E B

S108

Fu.C.5

S109

Fu.C.1

E B E B

S109

Fu.C.2

E B

S109

Fu.C.3

E B

S109

Fu.C.4

S109

Fu.C.5

S110

Fu.C.1

S110

Fu.C.2

E B E B E B E B

S110

Fu.C.3

E B

K46 K57

S110

Fu.C.4

K46 K57

S110

Fu.C.5

S111

Fu.C.1

S111

Fu.C.2

S111

Fu.C.3

E B E B E B E B E B

S111

Fu.C.4

E B

S111

Fu.C.5

S112

Fu.C.1

S112

Fu.C.2

E B E B E B

S112

Fu.C.3

E B

S112

Fu.C.4

E B

S112

Fu.C.5

S113

Fu.C.1

E B E B

S113

Fu.C.2

S113

K46 K57

K46 K57 K46 K56

K48 K55 K48 K55

T D D D

T T T T T T

-0.73 -26.99 26.75 -25.87 25.63 -25.87

24.65 -23.92 23.68 -23.92

5.12 0.01

4.09 -4.09 4.09 -4.73 4.73 0.03

0.42 -0.42 0.42 -0.18 0.18 -0.10 0.10 -0.71 0.71 -0.67 0.67 -0.67 0.67 -0.31 0.31 -0.16 0.16 -0.87 0.87 -0.83 0.83 -0.83 0.83 -0.38 0.38 -0.20

0.02 0.02

-0.04 -0.01 -0.01 -0.01 -0.01 -0.16 -0.16 0.00 0.00 -0.08 -0.08 -0.03 -0.03 -0.03 -0.03 -0.22 -0.22 0.00 0.00 -0.09 -0.09 -0.02 -0.02 -0.02

-5.53 0.00 0.01 -0.35 -5.60 -0.30 -4.99 -0.30 4.99 -0.37 -5.39 -0.02 -0.04 -0.71 -5.85 -0.65 -5.23 -0.65 -5.23 -0.61 -5.55 0.00 0.00 -0.24

0.53 0.47

-5.34 -0.19 4.72 -0.19

-0.02 -0.33 -0.33 0.00

0.53 0.21 0.24 0.11

4.72 -0.33 -5.35 0.01

0.00 -0.10 -0.10 -O.03

0.13 0.63 0.77 0.60 0.73 0.60 0.73 0.28

0.03 -0.72 -5.79 -0.66 -5.15 -0.66 -5.15 -0.62

0.33 0.14

-5.60 0.00 0.01 -0.37 -5.42 -0.33 4.77 -0.33

-0.80 -20.73 20.50 -19.91 19.67 -19.91 19.67 -7.41 7.18 -3.94

-0.03 -5.42 5.42 -4.84 4.84 4.84 4.84 -5.18

0.20 -1.17 1.17 -1.11 1.11

5.18 0.01

3.67 0.02 -0.25 0.04

-0.01 -4.82 4.82 -4.25

0.51 -0.27 0.27 -1.31 1.31 -1.24

-0.35 0.00 0.00 -0.18 -0.18 -0.09

-1.11 1.11 -0.51

0.03 0.24 0.28 0.23 0.27 0.23 0.27 0.10 0.12 0.06 0.06 0.38 0.47 0.36 0.44 0.36 0.44 0.17 0.20 0.09 0.11 0.49 0.56 0.47

-5.23 -0.65 -5.23 -0.61

-0.03 -0.03 -0.03 -0.35

E B

K48" K54 K49 K54

T T T D D D

Fu.C.3

E B

K49 K54

D D

-0.28 0.04

4.25 -4.25

1.24 -1.24

-0.09 -0.09

0.18 0.74 0.84 0.70 0.79 0.70

S113

Fu.C.4

E B

K49 K54

-0.28 0.44

4.25 -4.85

1.24 -0.60

-0.09 -0.48

0.79 0.34

4.77 -0.35

S113

Fu.C.5

E B

-0.68 0.64

Fu.C.1

E B

-0.90 -14.59

4.85 -0.02 0.02 -5.15

0.60 -0.30 0.30 -1.69

0.38 0.17 0.19 0.92

S114

Fu.C.2

T T T

14.36 -13.73 13.50

5.15 -4.55

1.69 -1.60

-0.48 0.00 0.00 -0.26 -0.26 -0.17

-5.46 -0.01

S114

K49 K54 K49 K53 K50 K53 K50

D D D D D T

1.10 0.87

-0.02 -0.73 -5.45 -0.67

4.55

1.60

-0.17

1.05

4.79

E B E

K48 K55




Staaf S114

B.C. Fu.C.3

B

S114

Fu.C.4

E B

S114

Fu.C.5

E B

S115

Fu.C.1

E B

S115

Fu.C.2

E B

S115

Fu.C.3

S115

Fu.C.4

S115

Fu.C.5

S116



Nx -13.73

Vy -4.55

Vz -1.60

Mx -0.17

My 0.87

Mz -0.67

13.50 -6.28

4.55 -5.12 5.12 0.00

1.60 -0.75

-0.17 -0.48

1.05 0.41

0.75 -0.38

0.49 0.21

0.00 1.14 -1.14 0.95 -0.95 0.95

0.38 0.06 -0.31 0.03

-0.48 0.00 0.00 -0.80

0.25 -0.20

-4.79 -0.60 -5.54 0.00 0.00 2.29

-0.13 -0.18 -0.10 -0.18 -0.10 -0.09 -0.20 -0.01 -0.06 -0.01

-0.27 1.89 -0.21 1.89 -0.21 2.88 -0.39 -0.01 -0.01 -0.64 -2.19 -0.52 -2.05 -0.52 -2.05 -0.83

0.73 -0.01

0.11 -0.03 0.09 -0.03 0.09 0.15 0.08 0.03

-0.01 -0.83

-0.01 -0.45

-0.83 -0.72 -0.72 -0.72

-0.10 -0.42

-0.03 2.68 0.16 2.23 0.19 2.23

Knoop K53

T/D T T T T T T D

2.20 149.47

D D

-149.23 140.94

D D

Fu.C.1

E B E B E B E B

K50 K53 K50 K53 K50 K35 K67 K35 K67 K35 K67 K35 K67 K35 K67 K67

D T

-140.70 140.94 -140.70 71.03 -70.80 34.33 -34.07 -125.26

S116

Fu.C.2

E B

K37 K67

T T

125.02 -119.42

S116

Fu.C.3 Fu.C.4

K37 K67 K37 K67

S116

Fu.C.5

K37 K67

T T T T T T

119.18 -119.42

S116

E B E B E B

S117

Fu.C.1

E B

K37 K37

T D

S117

Fu.C.2

S117

Fu.C.3

K65 K37 K65 K37

D D D D

S117

Fu.C.4

E B E B E B

K65 K37

S117

Fu.C.5

E B

S118

Fu.C.1

S118

Fu.C.2

S118

Fu.C.3

S118

Fu.C.4

S118

Fu.C.5

S119

Fu.C.1

S119

Fu.C.2

S119

6.05 -2.46

-0.80 -0.68

-0.95 1.40 -1.40 -0.01 0.01 -1.60

-0.29 0.03 -0.29 0.03 -0.29 -0.10 -0.18 -0.18

-0.68 -0.68 -0.68 -0.88 -0.88 0.00 0.00 0.73

-0.07 -0.16 -0.10 -0.16 -O.10 -0.25 0.00 -0.16

0.73 0.65

119.18 -53.34 53.10 -28.81

1.60 -1.45 1.45 -1.45 1.45 -1.41 1.41 -0.02

28.54 115.00 -114.77 108.97

0.02 1.60 -1.60 1.37

-0.13 0.19 -0.44 0.16

-1.37 1.37

D D

-108.73 108.97 -108.73 52.14

-1.37 1.77

-0.42 0.16 -0.42 0.06

K65 K37

D D

-51.90 26.41

-1.77 0.03

-0.31 -0.07

E B E B

K65 K65 K39 K65

D T T T

E B E B

K39 K65 K39 K65

T T T T

-26.14 -80.66 80.42 -76.89 76.65 -76.89

-0.03 -1.35 1.35 -1.20 1.20 -1.20

76.65 -34.30

K39 K65 K39 K39 K63 „ K39 K63 K39

T T T D D D D D

34.06 -18.42

Fu.C.3

E B E B E B E B

S119

Fu.C.4

E B

K63 K39

D D

S119

Fu.C.5

E B

K63 K39

D D

S120

Fu.C.1

E B

D T

S120

Fu.C.2

E B

S120

Fu.C.3

S120

Fu.C.4

K63 K63 K41 K63 K41 K63 K41 K63

E B E B

D D D D

T T T T T T


0.65 0.65 0.65 0.73

-0.09 -0.42 -0.09 -0.22

-1.68 0.00

-0.72 -0.90 -0.90 0.00

-0.11 -0.07

-0.08 0.03

-0.22 -0.36 0.10 -0.34 0.08 -0.34

0.00 0.85 0.85 0.76

-0.06 0.02 0.38 0.02

0.02 -0.30 -2.08 -0.19

0.76 0.76

0.36 0.02

-1.93 -0.19

1.20 -1.33

0.08 -0.26

0.76 0.77

-1.93 -0.65

1.33 0.02 -0.02 1.34 -1.34 1.12 -1.12 1.12

0.01 -0.20 -0.09 0.27

0.77 0.01 0.01 -0.88

0.36 0.07 0.17 0.04

0.04 2.34

-0.53 0.25 -0.50 0.25

-0.88 -0.77

0.05 -0.61 -0.10 -0.57 -0.09 -0.57

0.04 1.94

-75.30 35.33 -35.10 18.50 -18.23 -38.31

-1.12 1.65

-0.50 0.08 -0.33 -0.05

-0.09 -0.27 -0.10 -0.11

0.04 2.90

-1.65 -0.03

-0.77 -0.77 -0.77 -0.90 -0.90 -0.01

0.03 -0.04

0.03 -1.62

-0.24 -0.48

-0.06 0.05

-0.02 -0.36

38.08 -36.68 36.44 -36.68 36.44

1.62 -1.45

0.22 -0.46 0.20 -0.46 0.20 -0.30

-0.01 0.77 0.77 0.68

0.57 0.04

0.68 0.68 0.68 0.78

0.54 0.04 0.54 0.07

-2.51 -0.25 -2.32 -0.25 -2.32 -0.60

18.16 79.52 -79.28 75.54 -75.30 75.54

-15.69

1.45 -1.45 1.45 -1.47

0.19 3.21

-1.71 0.01

0.04 1.94

S120

Fu.C.5

Staaf

B.C.

S121

Fu.C.1




K41 K63

T T

E

Knoop K41

T/D T

B

K41

D

E B E B

K61 K41

D D D D

E B E B

K61 K41

K61 K61

S121

Fu.C.2

S121

Fu.C.3

S121

Fu.C.4

S121

Fu.C.5

S122

Fu.C.1

S122

Fu.C.2

S122

Fu.C.3

S122

Fu.C.4

E B E B E B E B

S122

Fu.C.5

E B

S123

Fu.C.1

E B

S123

Fu.C.2

S123

Fu.C.3

S123

Fu.C.4

S123

Fu.C.5

S124

Fu.C.1

S124

Fu.C.2

S124

Fu.C.3

S124

Fu.C.4

S124

Fu.C.5

S125

K61 K41

K61 K41

K43 K61 K43 K61 K43 K61


E B E B E B

K43 K61 K43 K43 K59 K43 K59 K43 K59 K43

E B E B

K59 K43 K59 K59

E B E B

K45 K59 K45 K59

Fu.C.1

E B E B E B

S125

Fu.C.2

E B

K45 K59 K45 K59 K45 K45 K57 K45

D D D D D D D T T T

S125

Fu.C.3

E B

K57 K45

S125

Fu.C.4

S125

Fu.C.5

E B E B

K57 K45 K57 K45

S126

Fu.C.1

E B

S126

Fu.C.2

S126

Fu.C.3

S126

Fu.C.4

S126

Fu.C.5



15.45 -8.90

1.47 -0.04

0.05 -0.22

Nx 8.64

Vy 0.04 1.66 -1.66 1.45 -1.45 1.45

-0.56 0.28

-0.80 -0.69

-0.54 0.28

-1.45 1.68 -1.68 0.04

-0.54 0.05 -0.31 -0.04

-0.69 -0.69 -0.69 -0.85 -0.85 0.01

-0.04 -1.30

-0.24 -0.54

-2.92 2.63 -2.87 2.63 -2.87 0.85

1.30 -1.12 1.12 -1.12 1.12 -1.47

0.28 -0.52 0.27 -0.52 0.27 -0.29

-1.09 0.71

1.47 0.04

0.04 -0.24

-0.98 2.79 -2.56 2.90

-0.04 1.29 -1.29 1.10

-2.66 2.90

-1.10 1.10 -1.10 1.52

41.43 -41.19 39.62 -39.38 39.62 -39.38 17.20 -16.97 9.68 -9.41 2.68

-2.66 0.36 -0.13 0.98 -0.71 41.31 ^1.55 39.44 -39.68 39.44

0.78 -0.01

0.24 0.05

-2.00 -0.02

Vz

Mx

-0.06 0.30

-0.01

My 0.10 -0.68

-0.05 2.65

-0.08 -0.64 -0.08 -0.64

0.28 2.31 0.25 2.31

-0.08 -0.28 -0.04 -0.12

0.25 2.72 0.26 0.05

0.01 0.88 0.88 0.78 0.78 0.78

-0.05 0.06 0.66 0.06 0.63 0.06

0.03 -0.14

0.78 0.84 0.84 0.01

0.63 0.03 0.26 0.05

-0.05 0.28 -0.54 0.27 -0.52 0.27 -0.52 0.03

0.01 -0.88

0.12 -0.66

0.05 2.15

-0.88 -0.78 -0.78 -0.78 -0.78 -0.84

0.13 1.88 0.05 1.88 0.05 2.29

0.04 -1.67 1.67 -1.47

-0.29 -0.05 -0.24 -0.56 0.30 -0.54

-0.84 -0.01 -0.01 0.79 Ó.79 0.69

-0.06 -0.63 -0.07 -0.63 -0.07 -0.26 -0.02 -0.12 -0.05 0.08 0.68 0.08

1.47 -1.47

0.28 -0.54

0.69 0.69

1.47 -1.64 1.64 -0.04

-1.52 -0.04

-0.80

Mz

-2.16 -0.06 -1.91 -0.06 -1.91 -0.42 -2.18 0.02

0.40 -0.05 -0.02 -0.30 -2.65 -0.26 -2.33 -0.26

0.69 0.85 0.85 -0.01 -0.01 -0.78 -0.78 -0.69

0.65 0.08 0.65 0.03 0.27 0.05 0.12 -0.57 -0.04 -0.54

-39.68 17.25 -17.48 9.41 -9.68 -38.42 38.65 -36.32

-1.61 1.43

0.28 -0.30 0.04 -0.24 -0.04 0.21 -0.47 0.20

T T

36.55 -36.32

-1.43 1.43

-0.46 0.20

-0.69 -0.69

-0.05 -0.54

0.24 2.29

36.55 -17.67

-0.46 0.00 -0.25 -0.06 -0.22 -0.52

-0.05 -0.22

8.90 79.06

-1.43 1.52 -1.52 0.04 -0.04 -1.36

-0.69 -0.79

K57 K57

T T T T T D

-0.79 0.01 0.01 0.88

-0.01 -0.10 -0.05 0.09

0.24 2.08 0.62 0.05 0.02 -0.06

E B

K47 K57

D D

-79.29 75.45

1.36 -1.15

0.26 -0.51

0.88 0.76

0.60 0.09

-2.35 -0.05

E B E B E B

K47 K57

D D D D D D

-75.69 75.45 -75.69 33.33 -33.57 18.23

1.15 -1.15 1.15 -1.63

0.76 0.76 0.76 0.91 0.91 0.01

-18.50

-0.03

0.57 0.09 0.57 0.03 0.23 0.06 0.11

-1.97 -0.05 -1.97 -0.06 -2.81 0.02

D

0.25 -0.51 0.25 -0.27 0.02 -0.24 -0.05

E

K47 K57 K47 K57 K47


17.90 -8.64

0.04 1.61

1.63 0.03

0.01

-2.33 -0.30 -2.60 -0.03 -0.05 2.50 0.34 2.29

0.04

Projectnaam Omschrijving Opdrachtgever S127 S127

Fu.C.1 Fu.C.2

Brug Doorslag Berekening va Gemeente Nie

Projectnummer Constructeur Eenheden 1.34

B E B

K47 K55 K47

T T T

-80.65 80.89 -76.44

-1.34 1.18

E

K55

T

76.68

-1.18

Nx

Vy 1.18 -1.18 1.37

Staaf S127

B.C. B

Knoop K47

T/D

Fu.C.3

T

-76.44

S127

Fu.C.4

E B

K55 K47

T T

76.68 -36.14

S127

Fu.C.5

E B

K55 K47

T T

36.37 -18.16

S128

Fu.C.1

E B

K55 K55

18.42 114.44

S128

Fu.C.2

S128

Fu.C.3

E B E B

K49 K55 K49 K55

S128

Fu.C.4

K49 K55

S128

Fu.C.5

S129

Fu.C.1

S129

Fu.C.2

S129

Fu.C.3

E B E B E B E B E B

T D D D D D D D

S129

Fu.C.4

S129

Fu.C.5

S130

Fu.C.1

K53 K49 K53 K49 K53 K53

S130

Fu.C.2

E B E B E B E B

K51 K53

T D D D

S130

Fu.C.3

E B

K51 K53

D D

S130

Fu.C.4

S130

Fu.C.5

E B E B

Fu.C.1

E B

D D D D D

S131

K51 K53 K51 K53 K51 K1

S131

Fu.C.2

E B

K35 K1

S131

Fu.C.3

K35 K1

S131

Fu.C.4

S131

Fu.C.5

E B E B E B

S132

Fu.C.1

E B

K35 K36

T

S132

Fu.C.2

K2 K36

T T

S132

Fu.C.3

E B E B

T T

S132

Fu.C.4

S132

Fu.C.5

E B E B

K2 K36 K2 K36

S133

Fu.C.1

E B

S133

Fu.C.2

E B

K49 K55 K49 K49 K53 K49 K53 K49

K35 K1 K35, K1

K2 K36 K2 K37 K3 K37

D D D T T T T T T T T T

-

T T T D D T T T


■114.67 108.97 109.21 108.97 ■109.21 49.20 -49.43 26.14 -26.41 ■125.35 125.58 ■118.89 119.13 ■118.89 119.13 -56.02 56.26 -28.54 28.81 148.66 ■148.89 140.93 •141.17 140.93

-1.37 -0.02 0.02 -1.62 1.62 -1.39 1.39 -1.39 1.39 -1.76 1.76 -0.03 0.03 1.57 -1.57 1.42 -1.42 1.42 -1.42 1.42 -1.42 0.02 -0.02 -1.19 1.19 -1.00

-0.38

0.09 -0.35 0.09 -0.34

-0.85 -0.85 -0.77 -0.77

-0.01 -0.36 -0.02

Vz 0.09

Mx -0.77

My -0.36

Mz 1.91

-0.34 -0.06

-0.77 -0.77

0.18 1.71

-0.20 -0.09 -0.20 -0.43 0.18 -0.42 0.17 -0.42 0.17 -0.24

-0.77 -0.01 -0.01 0.83 0.83 0.72 0.72 0.72 0.72 0.92

-0.02 -0.13 0.01 -0.05 -0.04 0.10 0.45 0.10 0.42 0.10 0.42 0.03

-0.02 -0.22

0.92 0.00 0.00 -0.74

0.17 0.06 0.07 -0.10

-0.74 -0.66

0.03 -0.10 0.02 -0.10

-0.07 -0.08 -0.17 -0.09 -0.17 -0.09 -0.17 -0.11 -0.15 -0.13 -0.16 -0.30 0.05 -0.29

-0.66 -0.66 -0.66 -0.73

0.18

0.71 -0.04 -0.01 -0.17 -2.70 -0.20 -2.26 -0.20 -2.26 0.06 -3.18 -0.02 -0.03 2.14 0.64 2.01 0.50 2.01

0.79 0.67 0.67 0.67

0.19 0.11

0.50 1.61 0.90 0.03 0.00 0.25 -2.36 0.18

0.18 0.11

-1.95 0.18

0.67 0.92 0.92 0.00 0.00 0.00

0.18 0.07 0.07 0.06 0.01 -4.13

-1.95 0.40 -2.92 0.01 0.01 0.45

-0.73 0.01 0.01 0.79

0.02 -0.02 -0.01 0.01

2.06 0.31 1.91

-0.03 0.12

■141.17 66.98 -67.22 34.07 -34.33 0.00

1.00 -1.42 1.42 0.01 -0.01 1.30

0.04 -0.29 0.04 -0.21 -0.05 -0.18 -0.10 9.84

0.00 0.00 0.00 0.00

1.01 0.93

12.36 11.11

0.00 0.00

6.90 -5.52

-0.12 0.03

1.38 0.93 1.38 1.74

5.50 -5.52 5.50 3.89

-1.74 -0.05 0.05 1.10

0.90 -11.97

9.38 0.04 -0.01 6.69

1.98 -0.05

0.00 -5.96

0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00

-0.53 0.03

0.00 0.00 0.00 0.00

11.09 11.11 11.09 -5.24 6.82 0.87

5.96 -5.95 5.95 -5.95 5.95 -2.92 2.92 0.01 -0.01 -3.24

1.21 1.34 0.97 1.34 0.97 -1.14 1.14 0.04

-10.24 -11.12

0.00 0.00 0.00 0.00 0.00 0.01

-4.79 5.76 -5.73 5.76 -5.73 7.29

-0.50 0.64

1.57 -0.02

-0.04 0.71 1.60

-0.89 -12.07 -10.14

0.95

-11.15

0.01 0.00 0.00 0.00 0.00 0.00

3.24 -4.81

1.00 -1.00


-11.09 -11.12 -11.09 ^.81 3.23 -0.89

0.03 7.88 -5.75 6.87

-0.53 1.85

-0.05 0.37

-0.23 0.64 -0.23 -1.24 -1.27 0.04 0.04 -0.09 -0.89 0.17


S133

Fu.C.3

S133

Fu.C.4

S133

Fu.C.5

Staaf

B.C.


Brug Doorslag Berekening vakwerk Gemeente Nieuwegein E B

K3 K37

E B E B

K3 K37

K3 K38

K3 K37 Knoop

S134

Fu.C.1

S134

Fu.C.2

S134

Fu.C.3

E B E B E B

S134

Fu.C.4

E B

S134

Fu.C.5

S135

Fu.C.1

S135

Fu.C.2

S135

Fu.C.3

S135

Fu.C.4

S135

Fu.C.5

S136

Fu.C.1

S136

Fu.C.2

S136

Fu.C.3

S136

Fu.C.4

S136

Fu.C.5

S137

Fu.C.1

S137

Fu.C.2

S137


K4 K38 K4 K38 K4 K38 K4 K38 K4 K39 K5 K39 K5 K39 K5 K39 K5 K39 K5 K40 K6 K40

T T T D D D

4.81 -4.81

T/D D T T T

Nx -0.36 ^t.98 4.98 -5.00

0.05 0.51 1.80 0.71

T T

5.00 -5.00

1.60 0.71

T T

5.00 -2.38

1.60 -1.06

T D D T

2.38 0.02 -0.02 -5.36 5.36 -3.89

4.81 4.56 -4.56 0.36

1.36 0.95 1.36 -1.20 1.20 -0.05 Vy

-11.05 -11.15 -11.05 -5.13 3.55 -0.88 Vz -0.90 -11.78 -10.43 -11.08 -11.12 -11.08 -11.12 -4.09 2.51 -0.88 -0.89 -11.80 -10.41 -10.99

T T T D D T T T

3.89 -9.74 9.74 0.63 -0.63 -4.89

1.06 -0.10 0.10 1.09 1.22 1.29 1.02 1.29 1.02 -0.93 0.93 0.03 -0.03 1.61

4.89 -4.87

0.70 1.76

T T T T T D

4.87 ^t.87 4.87 -2.55

0.55 1.76 0.55 -0.59

2.55 0.03 -0.03 -1.72 1.72 -3.21 3.21 -3.21 3.21 4.46 ^.46 0.80

0.59 0.14

3.05 -0.89 -0.89 -11.74 -10.47 -11.12 -11.09 -11.12 -11.09 -3.75 2.17 -0.89

-0.14 0.95

-0.89 -12.01

1.36 1.09 1.22 1.09 1.22 -0.68

-10.20 -11.25 -10.95 -11.25

0.68 -0.02

2.81 -0.90 -0.88 -11.68

T T T T

3.89 -3.89

-11.22 -10.99 -11.22 -4.63

11.202 Geert Siereveld m, kN, kNm 0.00 0.00 0.00 0.01 0.01 0.00 Mx 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00

-6.76 6.87 -6.76 8.16

-0.62 0.17

1.38 -0.05

-1.32 -0.05

My 0.02 7.19 -5.70 6.42 -6.47 6.42

-0.62 -1.32

Mz -0.05 -0.30 -1.12 -0.07 -0.90 -0.07

-6.47 6.84

-0.90 -1.17

0.43 -0.03 0.02 7.95 -6.42 7.06

-1.16 -0.11 -0.11 0.34 -0.48 0.56

-7.32 7.06 -7.32 7.80

-0.26 0.56 -0.26 -1.03 -1.02 0.04 0.04 0.91

0.00 0.00 0.00 0.00

0.65 -0.04 0.03 7.32 -5.92 6.63

0.00 0.00

-6.61 6.63

0.25 1.08

0.00 0.01

0.25 -0.64

0.01 0.00 0.00 0.00

-6.61 6.55 -0.04 -0.02 0.03 8.27

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-6.28 7.44 -7.11 7.44 -7.11 7.58 0.33 -0.03

-0.64 0.34 -0.49 0.34 -0.49 -0.74 -0.75 -0.02

0.00 0.00

0.05 7.30

-0.02 -0.46

0.00 0.00 0.00 0.00

-1.28 -0.34

0.09 1.08

E B E B E B E B

K6 K40 K6 K40

Fu.C.3

E B E B

K7 K41 K7 K41

S137

Fu.C.4

E B

S137

Fu.C.5

E B

K7 K41 K7 K41

T T T T T D D D

S138

Fu.C.1

E B

K7 K42,

D T

-0.80 ■4.83

0.02 0.37

S138

Fu.C.2

K8 K42

1.94 0.47

Fu.C.3

T T T T

4.83 -4.84

S138

Fu.C.4

T T

4.84 -4.84 4.84 -2.40

1.84 0.47

S138

E B E B E B

1.84 -0.63

-10.52 -11.10 -11.11 -11.10 -11.11 -3.56

S138

Fu.C.5

E B

K8 K42

T D

2.40 0.04

0.63 -0.16

1.98 -0.89

0.00 0.00

-6.02 6.65 -6.66 6.65 -6.66 6.36 -0.27 -0.03

S139

Fu.C.1

D T T T

0.16 1.08 1.23 1.15

-0.89 -11.67

0.00 0.00

0.03 7.92

Fu.C.2

0.00 0.00

-6.66 7.12

Fu.C.3

E B

1.16 1.15

-10.53 -10.94 -11.26 -10.94

-0.17 0.33 -0.50 0.41

S139

K8 K43 K9 K43 K9 K43 K9

-0.04 -4.47

S139

E B E B

0.00 0.00

-7.47 7.12

-0.42 0.41

1.16

-11.26

0.00

-7.47

-0.42

E

K6 K40 K6 K41

K8 K42 K8 K42

D T

T T T


4.47 -2.99 2.99 -2.99 2.99

-10.95 -4.39

0.00 0.00

-0.65 0.15 0.15 0.19

-1.17 -0.34 -1.17 -0.70 -0.68 -0.17




K43 K9 K43

T T D

-9.60 9.60 0.86

-0.36

Fu.C.5

B E B

0.36 0.00

4.25 2.67 -0.88

S140

Fu.C.1

E B

K9 K44

D T

-0.86 4.85

0.00 1.79

-0.90 -11.67

0.00 0.00 0.00

S140

Fu.C.2

E B

K10 K44

E

K10

T T T

4.85 4.84 4.84

0.52 1.84 0.47

-10.54 -11.10 -11.11

0.00 0.00 0.00

-6.66

0.28 1.16 0.34

Knoop K44

T/D T

Nx -4.84

Vy 1.84

Vz -11.10

Mx 0.00

My 6.65

Mz 1.16

K10 K44 K10 K44 K10 K45

T T

4.84 -2.47 2.47 0.04 -0.04 -1.76 1.76 -3.24

0.47 -0.09 0.09 0.16 -0.16 1.22 1.09 1.23

-11.11 -3.50

0.00 0.00

1.92 -0.89 •0.89 -11.99 -10.22 -11.25

0.00 0.00 0.00 0.00 0.00 0.00

-6.66 6.30 -0.33 -0.03 0.03 8.25 -6.30 7.44

0.34 -0.09 -0.11 0.17 0.17 0.48 -0.35 0.49

3.24 -3.24 3.24 4.46

1.08 1.23 1.08 -0.04 0.04 0.02 -0.02 0.56

-10.96 -11.25

0.00 0.00

-7.11 7.44

-10.96 4.31 2.72 -0.90

0.00 0.00 0.00 0.00 0.00 0.00

-7.11 7.49 0.24 -0.03 0.05 7.28

-0.33 0.49 -0.33 -0.05 -0.05 0.02

-10.50 -11.12 -11.09 -11.12

0.00 0.00 0.00 0.00 0.00 -0.01 -0.01 0.00

-5.96 6.63 -6.61 6.63

S139

Fu.C.4


Staaf S140

B.C. Fu.C.3

B

S140

Fu.C.4

E B

S140

Fu.C.5

S141

Fu.C.1

S141

Fu.C.2

S141

Fu.C.3

S141

Fu.C.4

S141

Fu.C.5

S142

Fu.C.1

S142

Fu.C.2

S142

Fu.C.3

S142

Fu.C.4

S142

Fu.C.5

E B E B E B E B E B E B E B

S143

Fu.C.1

E B

S143

Fu.C.2

S143

Fu.C.3

S143

E B E B E B E B

K11 K45 K11 K45 K11 K45 K11 K45 K11 K46 K12 K46 K12 K46 K12 K46 K12 K46 K12 K47

T D D T T T T T T D D D D T

-4.46 0.80 -0.80 ■4.88

-0.88 -11.70

T T T T

4.87 -4.87

1.75 0.56 1.75 0.56

T T T D

4.87 -2.49 2.49 0.03

1.75 -0.13 0.13 -0.14

-11.09 -3.58 2.00 -0.89

D T

-0.03 -5.43

0.14 1.07

-0.89 -11.77

5.43 -3.96 3.96 -3.96 3.96 -9.73

1.24 1.01 1.30 1.01 1.30 0.22

-10.44 -10.99 -11.21 -10.99

4.88 -4.87

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

7.43 0.18 -0.05 0.02 7.28 -6.04 6.65

-6.61 6.36 -0.23 -0.02 0.03 7.92

-0.40 -0.40 0.00 0.00 1.11

0.02 -0.25 -1.07 -0.25 -1.07 -0.25 -1.07 -0.15 -0.14 -0.15 -0.15 0.32

K13 K47 K13 K47

Fu.C.4

E B E B E B

K13 K47

T T T T T T

S143

Fu.C.5

E B

K13 K47

T D

9.73 0.63

-0.22 -0.03

2.89 -0.89

S144

Fu.C.1

S144

Fu.C.3 Fu.C.4

0.03 1.63 0.68 1.58 0.73 1.58 0.73 0.34

-10.49 -11.08 -11.13 -11.08

S144

E B E B

D T T T T T T T

-0.89 -11.72

Fu.C.2

K13 K48 K14 K48 K14 K48

-0.63 -4.97

S144

E B E B

-11.13 -3.82

0.00 -0.01

S144

Fu.C.5

E B

-0.34 0.10

2.24 -0.88

S145

Fu.C.1

-0.10 1.46

-0.89 -12.03

-0.01 0.00 0.00 0.00

S145

0.85 1.36 0.95 1.36

-10.18 -11.15

0.00 0.00

0.02 7.83 -5.79 6.87

-11.06 -11.15

0.00 0.00

-6.76 6.87

0.37 0.11 0.11 0.76 -0.09 0.65 -0.20 0.65

0.95 0.50

-11.06 4.95 3.37 -0.88

0.00 -0.01

-6.76 7.97 1.19 -0.05

-0.20 0.56 0.55 0.05

K14 K48

T D

4.97 -4.99 4.99 -4.99 4.99 -2.44 2.44 0.02

Fu.C.2

E B E B

K14 K48 K14 K49 K15 K49

T T

S145

Fu.C.3

E B

K15 K49

T T

-0.02 -3.41 3.41 4.98 4.98 -4.98

S145

Fu.C.4

S145

Fu.C.5

E B E B

K15 K49 K15 K49

T D D D

4.98 4.54 4.54 0.36

D T


-0.50 0.05

-11.21 4.48

-0.52 0.26 -0.57 0.26

0.00 -0.01 -0.01 0.00

-6.46 7.07 -7.31 7.07 -7.31 7.63

-0.57 0.25

0.48 -0.04

0.24 -0.04

0.00 0.00 0.00 0.00

0.03 7.12 -5.76 6.42

0.00 0.00

-6.47 6.42 -6.47 6.54

-0.04 0.93 0.11 0.87 0.06 0.87

-0.01 0.00

0.12 -0.03

0.06 0.38


Fu.C.1

E B

S146

Fu.C.2

E B

S146

Fu.C.3

S146

Fu.C.4

S146

Fu.C.5

Staaf

B.C.

\ J


K15 K50 K16 K50 K16 K50

D T

-0.36 -5.53

T T T T

K16 K50 K16 K50

T T

5.53 -5.53 5.53 -5.53 5.53 -2.87 2.87 0.01

Knoop K16 K51

T/D D

Fu.C.1

E B

S147

Fu.C.2

E B

K17 K51

S147

Fu.C.3

S147

Fu.C.4

E B E B

S147

Fu.C.5

E B

S148

Fu.C.1

E B

K17 K51 K17 K51 K17 K51 K17 K1

S148

Fu.C.2

S148

Fu.C.3

S148

Fu.C.4

S148

Fu.C.5

S149

Fu.C.1

S149

Fu.C.2

S149

S147

/


E B E B E B

E B E B E B E B E B

K37 K1 K37 K1 K37 K1 K37 K1

T D

T T T


-0.05 1.08 1.23 0.99

-0.90 -11.93

0.00 0.00

-10.28 -11.12

1.32 0.99

-11.09 -11.12 -11.09 -4.64

1.32 0.41 -0.41 -0.04

0.00 0.00 0.00 0.00

0.02 6.65 -4.84 5.76 -5.73 5.76

0.05 0.31 -0.47 0.21 -0.58 0.21

3.05 -0.89

0.00 -0.01 -0.01 0.00

-5.73 7.09 1.37 -0.02

-0.58 0.44 0.47 -0.04 Mz

Nx -0.01 0.00 0.00 0.00

Vy 0.04 1.18 1.13 0.95

Vz -0.89 -12.48

Mx 0.00 0.00

My 0.03 7.05

-0.04 0.54

-9.72 -11.10

0.00 0.00 0.00 0.00

1.36 0.95 1.36 1.06 -1.06 -0.05

-11.11 -11.10 -11.11 -7.39 5.81 -0.90

0.00 0.00 0.00 0.00 0.00 -0.01 -0.01 0.00

-4.01 5.52 -5.54 5.52 -5.54 10.00 4.51 -0.01

-0.48 0.28 -0.74 0.28 -0.74 1.23 1.11 -0.05

0.05 -0.02

-0.87 -0.16

0.00 0.00

0.04 0.09

-0.05 0.00

0.02 0.00 0.00 0.00 0.00 -0.09

-0.16 -0.16 -0.16 -0.16 -0.16 -0.16 -0.16 -0.18

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-0.09 0.09 -0.09 0.09

-0.07 0.04

-0.09 0.09

-0.03 -0.16

-0.10 0.10

-0.15 0.00

-0.18 -0.16 -0.16 -0.16 -0.16 -0.16

-0.10 0.09 -0.09 0.09

-0.16 -0.16

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-0.01 0.03 0.08 0.06 0.10 0.06 0.10 -0.10

-0.16 -0.18 -0.18 -0.16 -0.16 -0.16 -0.16 -0.16

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-0.09 0.10 -0.10 0.09

0.00 0.00 0.00 -24.99 24.99 -1.67 1.67 -1.67 1.67 -111.13 111.13 -0.36 0.36 14.56 -14.56 -3.80 3.80 -3.80 3.80 86.38

Fu.C.3

E B E B

K37 K37 K5 K37 K5 K37

T T T T T T T D D T T T

S149

Fu.C.4

E B

K5 K37

T D

S149

Fu.C.5

S150

Fu.C.1

K5 K37 K5 K5 K41 K5 K41 K5

D T T T T T T T

-86.38 -0.85 0.85 -19.14 19.14 -5.40 5.40 -5.40

0.08 -0.07 0.07 -0.07

K41 K5\ K41 K5 K41 K41

T T

5.40 -66.46

0.07 -0.06

-0.16 -0.16

0.00 0.00

-0.09 0.09

-0.13 -0.13

T T

66.46 -1.23 1.23 3.02 -3.02 -6.07

0.06 -0.02 0.02 0.07 -0.07 0.08

-0.16 -0.18

-0.10 0.10

-0.18 -0.16 -0.16 -0.16

0.00 0.00 0.00 0.00 0.00 0.00

-0.10 0.09

-0.09 -0.03 -0.03 0.11

-0.09 0.09

0.13 0.13

6.07 -6.07

-0.08 0.08 -0.08 -0.01

-0.16 -0.16

0.00 0.00

-0.09 0.09

0.14 0.13

-0.16 -0.16

0.00 0.00

-0.09 0.09

0.01 0.02 -0.02 -0.08 0.08

-0.16 -0.18 -0.18 -0.16 -0.16

0.00 0.00

-0.09 0.10

0.14 -0.05 0.01 0.03

0.00 0.00 0.00

-0.10 0.09

0.03 -0.14

-0.09

-0.13

S150

Fu.C.2

S150

Fu.C.3

E B E B E B E B

S150

Fu.C.4

E B

S150

Fu.C.5

S151

Fu.C.1

S151

Fu.C.2

S151

E B E B

T D

K9 K41

Fu.C.3

E B E B

K9 K41

D T T T

S151

Fu.C.4

E B

K9 K41

T D

6.07 41.82

S151

Fu.C.5

E B

K9 K41

-41.82 -1.40

S152

Fu.C.1

E B

K9 K9

E

K45

D T T T T


1.40 -10.54 10.54

0.09 0.00 0.00 0.03 -0.03 0.05 -0.05 0.05 -0.05 -0.05 0.05 0.01 -0.01 -0.08

-0.09 0.09 -0.09 0.09

-0.09 0.09 -0.09 0.09

-0.03 0.04

-0.08 0.02 0.02 -0.13 -0.14 -0.10 -0.13 -0.10

Projectnaam Omschrijving Opdrachtgever Fu.C.2

S152 S152

Fu.C.3

S152

Fu.C.4

S152

Fu.C.5

S153

Fu.C.1

S153

Fu.C.2

Brug Doorslag Berekening vakwerk Gemeente Nieuwegein B E B E B E B E B E B E

B.C.

Staaf S153

Fu.C.3

S153

Fu.C.4

S153

Fu.C.5

S154

Fu.C.1

S154

Fu.C.2

S154

Fu.C.3

S154

Fu.C.4

S154

Fu.C.5

S155

Fu.C.1

S155

Fu.C.2

S155

Fu.C.3

S155

Fu.C.4

S155

Fu.C.5


K9 K45 K9

T T T

-6.11

K45 K9

T T

6.11 -22.37

K45 K9 K45 K45

T T T T T T

22.37 -1.42

K13 K45 K13

T


-0.08 0.08 -0.08

-0.16

0.00

-0.16 -0.16

0.00 0.00

0.09 -0.09 0.09

-0.16 -0.16

0.00 0.00

-0.09 0.09

5.46 -5.23 5.23

-0.07 0.07 -0.07

-0.16 -0.18 -0.18 -0.16 -0.16 -0.16 -0.16

0.00 0.00 0.00 0.00 0.00 0.00 0.00

-0.09 0.10

1.42 -5.46

0.08 -0.02 0.02 -0.02 0.02 0.07

-fl.10 0.09 -0.09 0.09 -0.09

6.11 -6.11

-0.13 -0.13 -0.13 -0.13 -0.07 -0.01 -0.03 -0.03 0.12 0.12 0.12 0.11

Knoop

T/D T

Nx -5.23

Vy 0.07

Vz -0.16

Mx 0.00

My 0.09

Mz 0.12

E B E B

K45 K13 K45 K13 K45

T T T T

5.23 -2.27 2.27 -1.22

-0.07 0.03 -0.03 0.02

-0.16 -0.16 -0.16 -0.18

0.00 0.00 0.00 0.00

-0.09 0.10 -0.09 0.10

E B E B E B E B

K13 K13 K49 K13 K49 K13 K49 K13

T D

-0.02 -0.04

-0.18 -0.16

0.00 0.00

D T T T T D

1.22 1.10 -1.10 -3.74

0.04 -0.04

-0.16 -0.16

0.00 0.00

-0.10 0.09 -0.09 0.09

3.74 -3.74 3.74 22.14

0.04 -0.04 0.04 0.02

-0.16 -0.16 -0.16 -0.16

0.00 0.00 0.00 0.00

-0.09 0.09 -0.09 0.09

0.11 0.02 0.07 0.03 0.03 -0.08 -0.05 -0.09 -0.06 -0.09 -0.06 0.01

E B E B E B E B

K49 K13 K49 K49 K17 K49 K17 K49 K17 K49

D T T T T T T T

-22.14 -0.87 0.87 -11.26 11.26 -1.47 1.47 -1.47

-0.02 -0.01 0.01 0.02 -0.02 0.00

-0.16 -0.18 -0.18 -0.16

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00

-0.16 -0.16 -0.16 -0.16

-0.09 0.10 -0.10 0.09 -0.09 0.09

0.00 0.00

-0.09 0.09

0.01 0.03 -0.02 0.03

T T T T T

1.47 -46.82

0.00 0.06

-0.16 -0.16

0.00 0.00

-0.09 0.10

-0.02 0.08

46.82 -0.34 0.34 kN

-0.06 0.00 0.00 kN

-0.16 -0.18 -0.18 kN

0.00 0.00 0.00 kNm

-0.09 0.10

0.12 0.01 0.00 kNm

B

E B E B E

K17 K49 K17

Staaltoets Resultaten met Profielgegevens

-0.10 kNm

0.06 -0.02 -0.02 0.05

Staalcontrole volgens NEN6770/6771 Profielgegevens staaf C1-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

Iz = 795.2e-08 m4

Aw;y;ei = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

tf = 10,0 mm

^

tw = 10,0 mm r = 20,0 mm

S355



Fu.C.1 op 1,300 m

Nx;sd = 140,7 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-1,5kN

My;sd =1,8 kNm

Vz;sd =1,8kN

Mz;sd =-0,6 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 = 1,000

MNV;y;ud = 109,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,02 < 1






Kiptoetsing C1-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3):UC= 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*109,8

Profïelgegevens staaf C2-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b=100,0mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03 m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

= 20,0 mm

S355



Fu .C.2 op 1,300 m

Nx;sd = 123,1 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =0,3kN

My;sd =5,2 kNm

Vz;sd =3,2kN

Mz;sd =0,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud = 109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z:ud =67,7kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC = 0,05 < 1 Kiptoetsing C2-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud)= 1,3/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm Doorsnedetoetsing C3-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2 op 0,000 m Nx;sd = 290,9 kN Nc;ud = 1.835,6 kN

S355


Profielklasse = 1

Vy;sd =-1,5kN

My;sd = 4,1 kNm

Vz;sd =-1,5kN

Mz;sd =1,3 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

p 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =64,3kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C3-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 1,0/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;ei = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

r = 20,0 mm

It = 212.2e-07m4

Iwa = 0.0e-02 m6

Doorsnedetoetsing C4-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2 op 1,300 m

Profielklasse = 1


S355


11.202 Geert Siereveld




Nx;sd = 290,5 kN

Vy;sd =-1,4kN

My;sd = 8,6 kNm

a3(y) = 0,500

Vz;sd =5,5kN

Mz;sd =-1,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =64,3kNm

q(z) = 1,000

Nc;ud = 1.835,6 kN

m, kN, kNm


Mysd/(w-kip*Myud) = 2,1/1,00*109,8

Profielgegevens staaf C5-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd = 400,9 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =1,1kN

My;sd = 7,8 kNm

Vz;sd =-4,4kN

Mz;sd =-1,2 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =59,7kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 1,9/1,00*109,8

Stabiliteitstoetsing C5-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -21,3kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,6 kNm

Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,5kNm

Mz;2;s;d = -1,4kNm

Mzmid;sd = -0,4kNm

Mzequsd = 0,6kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeuierY = 28.886,6 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 1.357,13

Chi-y = 0,460

e*y = 0,002


n.z= 458,19

Chi-z = 0,888

e*z = 0,004

ny/(ny-1)= 1,001

Factor2 = 0,003

nz/(nz-1)= 1,002

Factor4 = 0,004

ny/(ny-1)= 1,001

Factorö = 0,003

nz/(nz-1) = 1,002

Factor8 = 0,011

Terml =0,012

Term2 = 0,003

Term3 = 0,004

Term4 = 0,012 UCz = 0,02 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,02 < 1

Term5 = 0,003

Term6 = 0,011

FeulerZ = 9.752,6 kN Terml = 0,012 Term4 = 0,012 UCy = 0,02


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03 m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03 m2

Aw;z;pl = 1.72e-03 m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm Doorsnedetoetsing C6-V1 (0.000-1.300)


S355

fya(toegepast) = 355 N/mm2 Wy;pl = 309.3e-06 m3

:J

Projectnaam Omschrijving Opdrachtgever Maatgevende combinatie:



Fu.C.2 op 1,300 m

Nx;sd =401,0kN Nc;ud = 1.835,6 kN


Profielklasse = 1

Vy;sd = 1,1 kN

My;sd =10,4 kNm

a3(y) = 0,500

Vz;sd =6,7kN

Mz;sd =1,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud = 67,7 kNm

a 1 = 1,000

P 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 59,7kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,10 < 1 Kiptoetsing C6-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C6-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

~)

Mysd/(w-kip*Myud) = 2,5/1,00*109,8

Profielklasse = 1

Nc;s;d = -21,9kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,5 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,2 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,9kNm

Mz;2;s;d = -1,0kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,4kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 28.886,6 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 1.320,25

Chi-y = 0,520

e*y = 0,002

FeulerZ = 9.752,6 kN


n.z = 445,74

Chi-z= 0,854

e*z = 0,004

Terml = 0,012

ny/(ny-1) = 1,001

Factor2 = 0,002

nz/(nz-1) = 1,002

Factor4 = 0,003

Term4 = 0,012

ny/(ny-1)= 1,001

Factorö = 0,002

nz/(nz-1) = 1,002

Factor8 = 0,007

UCy = 0,02

Terml =0,012

Term2 = 0,002

Term3 = 0,003


Term5 = 0,002

Term6 = 0,007


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03 m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd = 456,2 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-2,0kN

My;sd = 10,1 kNm

a3(y) = 0,500

Vz;sd =-6,2kN

Mz;sd =1,9 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud = 67,7 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =57,4kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,09 < 1 Kiptoetsing C7-V1 (0.000-1.300) KK200/100/10 w-Wp = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 2,4/1,00*109,8

Stabiliteitstoetsing C7-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4 My;1 ;s:;d = -0,2 kNm

My;2;s;d = -0,4 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s:;d = 1,0kNm

Mz;2;s;d = -1,5kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,6kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 28.886,6 kN FeulerZ = 9.752,6 kN

Ca(y) == 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) == N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 1.231,95 n.z = 415,92

Chi-y = 0,386 Chi-z = 0,922

Nc;s;d = -23,4 kN


Profielklasse = 1

e*y = 0,002 e*z = 0,004


11.202



Geert Siereveld m, kN, klslm

Terml = 0,013

ny/(ny-1) = 1,001

Factor2 = 0,003

nz/(nz-1) = 1,002

Factor4 = 0,003

Term4 = 0,013

ny/(ny-1) = 1,001

Factorê = 0,002

nz/(nz-1)= 1,002

Factorê = 0,010

UCy = 0,02

Terml =0,013

Term2 = 0,003

Term3 = 0,003

UCz = 0,03

Term4 = 0,013

Term5 = 0,002

Term6 = 0,010

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,03 < 1 Profielgegevens staaf C8-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03 m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355


Doorsnedetoetsing C8-V1 (0.000-1.300) Maatgevende combinatie: Nx;sd = 454,6 kN

Fu.C.2 op 1,300 m

Profielklasse = 1

Vy;sd =-2,0kN

My;sd =11,0kNm

a3(y) = 0,500

Vz;sd =7,0kN

Mz;sd =-2,0kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud = 109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

B 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 57,5kNm

q(z) = 1,000

Nc;ud = 1.835,6 kN

NEN6770(11.3-31):UC = 0,10 < 1 Kiptoetsing C8-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C8-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Mysd/(w-kip*Myud) = 2,6/1,00*109,8

Profielklasse = 1

Nc;s;d = -24,1 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,3 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,2 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = -0,9kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 1.200,16

Chi-y = 0,322

e*y = 0,002


n.z = 405,19

Chi-z = 0,947

e*z = 0,004

ny/(ny-1)= 1,001

Factor2 = 0,002

nz/(nz-1)= 1,002

Factor4 = 0,003

ny/(ny-1) = 1,001

Factor6 = 0,002

nz/(nz-1)= 1,002

Factor8 = 0,010

Terml = 0,013

Term2 = 0,002

Term3 = 0,003


Term5 = 0,002

Term6 = 0,010

FeulerZ = 9.752,6 kN Terml =0,013 Term4 = 0,013 UCy = 0,02

Profielgegevens staaf C9-V1 (0.000-1.300) Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

KK200/100/10

x

r = 20,0 mm

S355

fya(toei

= 355 N/mm2

Doorsnedetoetsing C9-V1 (0.000-1.300) Maatgevende combinatie: Nx;sd = 453,4 kN Nc;ud = 1.835,6 kN

Fu.C.2 op 0,000 m

Profielklasse = 1

Vy;sd =1,4kN

My;sd =11,0 kNm

Vz;sd =-7,0kN

Mz;sd =-1,6 kNm

a3(y) = 0,500 a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

B1


q(y) = 1,000

=1,000

=1,000



Brug Doorslag Berekening vakwerk Gemeente Nieuwegein B 2 = 0,750

a 2 =2,000

11.202


Geert Siereveld m, kN, kNm

MNV;z;ud =57,5kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC = 0,10 < 1 Kiptoetsing C9-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-klp*Myud) = 2,6/1,00*109,8



My;1 ;s;d = -0,3 kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = 0,4kNm

Mz;2;s;d = -1,3kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,7kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 28.886,6 kN FeulerZ = 9.752,6 kN Terml = 0,039

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m

Fy;tot;s;d = -72,4 kN Fz;tot;s;d = -72,4 kN ny/(ny-1) = 1,003

n.y = 398,77 Factor2 = 0,005

Chi-y = 0,594 Chi-z = 0,804 nz/(nz-1) = 1,007

e*y = 0,002 e*z = 0,004 Factor4 = 0,006

Term4 = 0,039 UCy = 0,05

ny/(ny-1) = 1,003 Terml = 0,039 Term4 = 0,039

nz/(nz-1) = 1,007 Term3 = 0,006 Temi6 = 0,014

Factor8 = 0,014

UCz = 0,06

Factor6 = 0,004 Term2 = 0,005 Term5 = 0,004

n.z= 134,63


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03 m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Profielklasse = 1


My;sd = 10,1 kNm

a3(y) = 0,500

Vz;sd =6,2kN

Mz;sd =1,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =57,5kNm

q(z) = 1,000

Nx;sd = 452,7 kN Nc;ud = 1.835,6 kN


Mysd/(w-kip*Myud) = 2,4/1,00*109,8

Profielklasse = 1

Nc;s;d = -72,5 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,6kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 398,32

Chi-y = 0,685

e*y = 0,002


n.z = 134,48

Chi-z =0,729

e*z = 0,004

ny/(ny-1)= 1,003

Factor2 = 0,005

nz/(nz-1) = 1,007

Factor4 = 0,005

ny/(ny-1)= 1,003

Factorö = 0,003

nz/(nz-1) = 1,007

Factor8 = 0,012

Terml = 0,040

Term2 = 0,005

Term3 = 0,005


Temi5 = 0,003

Term6 = 0,012








Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

b = 100,0 mm

ly = 235.5e-07 m4

tf = 10,0 mm

Iz = 795.2e-08 m4

tw = 10,0 mm

Massa/m = 40,6 kg/m

Wy;el = 235.5e-06 m3 Wz;el = 159.0e-06 m3 Aw;y;el = 1.72e-03m2 Aw;z;el = 1.72e-03m2 It = 212.2e-07 m4

r = 20,0 mm

S355

fya(toegepast) = 355 N/mm2 Wy;pl = 309.3e-06 m3 Wz;pl = 190.7e-06 m3 Aw;y;pl = 3.45e-03 m2 Aw;z;pl = 1.72e-03m2 Iwa = 0.0e-02 m6


Fu.C.2 op 0,000 m

Nx;sd = 395,3 kN

Profielklasse = 1

Vy;sd =-1,7kN

My;sd =10,5 kNm

a3(y) = 0,500

Vz;sd =-6,8kN

Mz;sd =1,8 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud = 109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

P 1 =1,000


q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =59,9kNm

q(z) = 1,000

Nc;ud = 1.835,6 kN

NEN6770(11.3-31):UC= 0,10 < 1

Kiptoetsing C11-V1 (0.000-1.300) Mysd/(w-kip*Myud) = 2,5/1,00*109,8

KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C11-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -70,8 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 1,1kNm

Mz;2;s;d = -1,4kNm

Mzmid;sd = -0,1kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 407,95

Chi-y = 0,624

e*y = 0,002


n.z= 137,73

Chl-z = 0,781

e*z = 0,004

Terml = 0,039

ny/(ny-1)= 1,002

Factor2 = 0,005

nz/(nz-1) = 1,007

Factor4 = 0,005

Term4 = 0,039

ny/(ny-1)= 1,002

Factor6 = 0,003

nz/(nz-1) = 1,007

Factor8 = 0,013

UCy = 0,05

Terml = 0,039

Term2 = 0,005

Term3 = 0,005

UCz = 0,05

Term4 = 0,039

Term5 = 0,003

Term6 = 0,013


.1)


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

b = 100,0 mm

ly = 235.5e-07 m4

tf = 10,0 mm

Iz = 795.2e-08 m4

tw = 10,0 mm

Massa/m = 40,6 kg/m

Wy;el = 235.5e-06 m3 Wz;el = 159.0e-06 m3 Aw;y;el = 1.72e-03m2 Aw;z;el = 1.72e-03m2 It = 212.2e-07m4

r = 20,0 mm

S355

fya(toegepast) = 355 N/mm2 Wy;pl = 309.3e-06 m3 Wz;pl = 190.7e-06 m3 Aw;y;pl = 3.45e-03 m2 Aw;z;pl = 1.72e-03m2 Iwa = 0.0e-02 m6


Fu.C.2 op 1,300 m

Profielklasse = 1

Vy;sd =-1,7kN

My;sd =7,9 kNm

a3(y) = 0,500

Vz;sd =4,5kN

Mz;sd =-1,6 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =60,0kNm

q(z) = 1,000

Nx;sd = 392,9 kN Nc;ud = 1.835,6 kN

NEN6770(11.3-31 ):UC = 0,07 < 1 Kiptoetsing C12-V1 (0.000-1.300) KK200/100/10

w-kip = 1,00


Handmatig

Mysd/(w-kip*Myud) = 1,9/1,00*109,8




11.202 Geert Siereveld m, kN, kIMm

NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivtn buis/koker met h/b < 3 Stabiliteitstoetsing C12-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -70,9 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -1,1 kNm

Mzmid;sd = -0,6kNm

Mzequsd = 0,7kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 407,30

Chi-y = 0,550

e*y = 0,002


n.z= 137,51

Chi-z = 0,835

e*z = 0,004

ny/(ny-1)= 1,002

Factor2 = 0,005

nz/(nz-1) = 1,007

Factor4 = 0,005

ny/(ny-1)= 1,002

Factor6 = 0,003

nz/(nz-1) = 1,007

Factor8 = 0,014

Terml = 0,039

Term2 = 0,005

Term3 = 0,005


Temi5 = 0,003

Term6 = 0,014



Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03 m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03 m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.2 op 0,000 m

Profielklasse = 1

Vy;sd =0,7kN

My;sd = 8,6 kNm

a3(y) = 0,500

Vz;sd =-5,6kN

Mz;sd =-1,1 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 = 1,000

P 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =64,7kNm

q(z) = 1,000

Nx;sd = 280,1 kN Nc;ud = 1.835,6 kN

NEN6770(11.3-31):UC = 0,08 < 1 Kiptoetsing C13-V1 (0.000-1.300)

J

KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C13-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Mysd/(w-kip*Myud) = 2,1/1,00*109,8

Profielklasse = 1

Nc;s;d = -48,8 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,6 kNm

Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,6kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 591,38

Chi-y = 0,556

e*y = 0,002


n.z= 199,66

Chi-z = 0,831

e*z = 0,004

Terml = 0,027

ny/(ny-1)= 1,002

Factor2 = 0,004

nz/(nz-1)= 1,005

Factor4 = 0,004

Term4 = 0,027

ny/(ny-1) = 1,002

Factorê = 0,002

nz/(nz-1)= 1,005

Factor8 = 0,010

UCy = 0,03

Terml = 0,027

Term2 = 0,004

Term3 = 0,004

UCz = 0,04

Term4 = 0,027

Term5 = 0,002

Term6 = 0,010

^Ca(z) = N.B.

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,04 < 1 Profïelgegevens staaf C14-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03 m2

Aw;y;pl = 3.45e-03 m2


S355




tw = 10,0mm


Massa/m = 40,6 kg/m

r = 20,0 mm


Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It=212.2e-07m4

Iwa = 0.0e-02 m6


Fu.C.2 op 1,300 m

Nx;sd = 278,2 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =0,8kN

My;sd =4,2 kNm

Vz;sd =1,7kN

Mz;sd =0,8 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

0 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =64,8kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C14-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 1,0/1,00*109,8


Profielklasse = 1

Nc;s;d = -48,5 kN

My;1 ;s;d = -0,1 kNm

My;2;s;d = -0,6 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = 0,5kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd =-0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 595,92

Chi-y= 0,491

e*y = 0,002


n.z = 201,19

Chi-z= 0,871

e*z = 0,004

ny/(ny-1)= 1,002

Factor2 = 0,003

nz/(nz-1)= 1,005

Factor4 = 0,004

ny/(ny-1)= 1,002

Factorë = 0,002

nz/(nz-1)= 1,005

Factor8 = 0,011

Terml = 0,026

Term2 = 0,003

Term3 = 0,004

Temn4 = 0,026 UCz = 0,04 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,04 < 1

Term5 = 0,002

Term6 = 0,011

FeulerZ = 9.752,6 kN Terml = 0,026

Term4 = 0,026 UCy = 0,03


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl= 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd = 108,1 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-0,8kN

My;sd = 5,3 kNm

Vz;sd =-3,4kN

Mz;sd = 0,8 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud = 109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

al

=1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

p 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,05 < 1 Kiptoetsing C15-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C15-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4 Nc;s;d = -41,7 kN

My;1;s;d = -0,1 kNm


Mysd/(w-kip*Myud) = 1,3/1,00*109,8


Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm





wKip(Fu.C.4) = 1,00

Mz;1;s;d = 1,3kNm

Mz;2;s;d = -1,3kNm

Mzmid;sd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Mzequsd = 0,5kNm


n.y = 692,73

Chi-y = 0,495

e*y = 0,002


n.z = 233,88

Chi-z = 0,869

e*z = 0,004

ny/(ny-1)= 1,001

Factor2 = 0,003

nz/(nz-1)= 1,004

Factor4 = 0,004

ny/(ny-1)= 1,001

Factor6 = 0,002

nz/(nz-1) = 1,004

Factor8 = 0,010

Terml = 0,023

Tenn2 = 0,003

Term3 = 0,004


Term5 = 0,002

Term6 = 0,010


Profielgegevens staaf C16-V1 (0.000-1.300) KK200/100/10 Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

1w = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.726-03 m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355

fya(toegepast) = 355 N/mm2 Wyjpl = 309.3e-06 m3


Fu.C.2 op 0,000 m

Nx;sd = 105,2 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =0,2kN

My;sd =1,5 kNm

Vz;sd =-1,6kN

Mz;sd =0,2 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

Nvy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,2/1,00*109,8

Profielklasse = 1

Nc;s;d = -41,2kN

My;1;s;d = 0,2kNm

My;2;s;d = -0,6 kNm

Mymid;sd = -0,1 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,4kNm

Mz;2;s;d = -1,5kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,7kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 700,96

Chi-y = 0,334

e*y = 0,002


n.z= 236,65

Chi-z = 0,943

e*z = 0,004

ny/(ny-1)= 1,001

Factor2 = 0,003

nz/(nz-1) = 1,004

Factor4 = 0,004

ny/(ny-1)= 1,001

Factorö = 0,002

nz/(nz-1) = 1,004

Factor8 = 0,013

Terml = 0,022

Term2 = 0,003

Term3 = 0,004

Term4 = 0,022 UCz = 0,04 Cons, gesch. M/phi NEN6771(12.3-2):UC =• 0,04 < 1

Term5 = 0,002

Term6 = 0,013


Profielgegevens

C17-V1 (0.000-1.200)

KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

Iy = 168.4e-08m4

Wz;el = 420.96-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355


Fu.C.2 op 0,000 m


Profielklasse = 1

fya(toegepast) = 355 N/mm2 Wy;pl = 538.96-07 m3




Vyisd =2,8kN

My;sd =-0,9kNm

Vz;sd =1,3kN

Mz;sd =-3,5kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386


11.202

Geert Siereveld m, kN, kNm a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,07 < 1 Stabiliteitstoetsing C17-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d = -1,5kN

My;1;s;d = 0,7kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,1 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -3,5kNm

Mzmid;sd = -1,8kNm

Mzequsd = 2,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m

Fy;tot;s;d = -1,5kN

n.y= 1.594,06

Chi-y = 0,167

e*y = 0,004

Fz;tot;s;d = -1,5kN

n.z= 1.594,06

Chi-z= 0,986

e*z = 0,004

ny/(ny-1)= 1,001

Factor2 = 0,020

nz/(nz-1) = 1,001

Factor4 = 0,019

ny/(ny-1)= 1,001

Factor6 = 0,019

nz/(nz-1) = 1,001

Factors = 0,114

Terml = 0,002

Term2 = 0,020

Term3 = 0,019


Term5 = 0,019

Term6 = 0,114



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4 Iz = 168.4e-08m4 Massa/m = 16,4 kg/m

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

tf = 8,0 mm tw = 8,0 mm r = 12,0 mm

S355



Fu.C.2 op 0,000 m


Profielklasse = 1

Vy;sd =2,8kN

My;sd = 0,7 kNm

Vz;sd =-1,3kN

Mz;sd =-0,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a1

p1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31): UC= 0,04 < 1 Kiptoetsing C18-V1 (0.000-1.300)

KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C18-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,2/1,00*19,1

Profielklasse = 1

Nc;s;d = -1,3kN

My;1;s;d = -0,5kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = -0,5kNm

Mzmid;sd = 0,6kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d = -1,3kN

n.y= 1.540,45

Chi-y = 0,448

e*y = 0,005

Fz;tot;s;d = -1,3kN

n.z= 1.540,45

Chi-z = 0,894

e*z = 0,005

Terml = 0,002

ny/(ny-1)= 1,001

Factor2 = 0,015

nz/(nz-1)= 1,001

Factor4 = 0,013

Term4 = 0,002

ny/(ny-1) = 1,001

Factor6 = 0,013

nz/(nz-1) = 1,001

Factor8 = 0,029

UCy = 0,03

Terml = 0,002

Term2 = 0,015

Term3 = 0,013

UCz = 0,04

Term4 = 0,002

Term5 = 0,013

Term6 = 0,029






Cons, gesch. M/phi NEN6771(12.3-2):UC = 0,04 < 1 Profielgegevens staaf C19-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy,pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.2 op 1,300 m

Nx;sd = -193,9 kN

Profielklasse = 1

Vy;sd =-2,0kN

My;sd =-0,7 kNm

a3(y) = 0,386

Vz;sd =-0,6kN

Mz;sd = 0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =17,5 kNm

q(y) = 1,000

a 2 = 2,000

6 2 = 0,750

MNV;z;ud = 17,5kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C19-V1 (0.000-1.300) KK80/8 w-kip =1,00 H andmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*19,1


Profielklasse = 1

Nc;s;d = -193,9 kN

My;1 ;s;d = 0,5 kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,1kNm

Mzmid;sd = 0,5kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m

Fy;tot;s;d =-193,9 kN

n.y= 10,65

Chi-y = 0,611

e*y = 0,005

Fz;tot;s;d =-193,9 kN

n.z= 10,65

Chi-z = 0,792

e*z = 0,005

Terml = 0,262

ny/(ny-1)= 1,104

Factor2 = 0,069

nz/(nz-1) = 1,104

Factor4 = 0,014

Term4 = 0,262

ny/(ny-1)= 1,104

Factor6 = 0,014

nz/(nz-1) = 1,104

Factor8 = 0,074

UCy = 0,35

Terml = 0,262

Term2 = 0,076

Term3 = 0,015

UCz = 0,36

Term4 = 0,262

Temi5 = 0,015

Term6 = 0,081

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,36 < 1 Profielgegevens staaf C20-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;p! = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

tw = 8,0 mm

■>

r = 12,0 mm

S355



Fu.C.2 op 1,300 m

Nx;sd =-195,1 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-3,8kN

My;sd =-0,3 kNm

Vz;sd =0,1 kN

Mz;sd =-1,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vzjud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

at

B1

=1,000

MNV;y;ud =17,5 kNm

q(y) = 1,000

3 2 = 0,750

MNV;z;ud = 17,5kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC= 0,02 < 1 Kiptoetsing C20-V1 (0.000-1.300)





KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C20-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -195,1 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,3 kNm

Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = -1,1 kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;totps;d =-195,1 kN

n.y= 10,58

Chi-y = 0,570

e*y = 0,005


n.z= 10,58

Chi-z = 0,821

e*z = 0,005

Terml = 0,264

ny/(ny-1)= 1,104

Factor2 = 0,067

nz/(nz-1) = 1,104

Factor4 = 0,013

Term4 = 0,264

ny/(ny-1)= 1,104

Factor6 = 0,013

nz/(nz-1) = 1,104

Factor8 = 0,074

UCy = 0,35

Terml = 0,264

Term2 = 0,074

Term3 = 0,014

UCz = 0,36

Term4 = 0,264

Term5 = 0,014

Term6 = 0,081


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

Iz = 168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,300 m

Nx;sd =-333,2 kN Nc;ud = 739,9 kN

Vy;sd = -2,1 kN

My;sd = -0,8 kNm

Vz;sd =-0,6kN

Mz;sd =-0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 13,0 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 13,0kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,07 < 1 Kiptoetsing C21-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*19,1

Stabiliteitstoetsing C21-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2 My;1;s;d = 0,4kNm Nc;s;d = -333,2 kN

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,5kNm


Qa(y) = 0,000

Cb(y) = 0,000

LknikY = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 6,20

Chi-y = 0,691

e*y = 0,005


n.z = 6,20

Chi-z = 0,722

e*z = 0,005

ny/(ny-1)= 1,192

Factor2 = 0,113

nz/(nz-1)= 1,192

Factor4 = 0,018

ny/(ny-1)= 1,192

Factor6 = 0,018

nz/(nz-1)= 1,192

Factor8 = 0,114

Terml = 0,450

Term2 = 0,134

Term3 = 0,021

Term4 = 0,450 UCz = 0,61 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,61< 1

Term5 = 0,021

Term6 = 0,136


Profielklasse = 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wyjpl = 538.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3


S355




11.202



tf=8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm Doorsnedetoetsing C22-V1 (0.000-1.300) Maatgevende combinatie:

Profielklasse = 1

Fu.C.2 op 0,325 m

Nx;sd =-334,0 kN Nc;ud = 739,9 kN

Vy;sd =0,8kN

My;sd =-0,4 kNm

Vz;sd =0,0kN

Mz;sd =0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 =1,000

MNV;y;ud = 13,0 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 13,0kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC = 0,03 < 1 Kipioetsing C22-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C22-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -334,0 kN

My;1;s;d = -0,2kNm

My;2;s;d = -0,4 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 6,18

Chi-y = 0,665

e*y = 0,005


n.z = 6,18

Chi-z= 0,747

e*z = 0,005

ny/(ny-1) = 1,193

Factor2 = 0,110

nz/(nz-1) = 1,193

Factor4 = 0,016

ny/(ny-1) = 1,193

Factorö = 0,016

nz/(nz-1) = 1,193

Factor8 = 0,112

Terml = 0,451

Term2 = 0,131

Term3 = 0,019


Term5 = 0,019

Tenm6 = 0,134

FeulerZ = 2.065,0 kN Terml = 0,451 Term4 = 0,451 UCy=0,60

Profieigegevens staaf C23-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Nc;ud = 739,9 kN

*

NVy;ud = 739,9 kN a1

=1,000

Profielklasse = 1

Fu.C.2 op 1,300 m

Nx;sd =-416,4 kN

-

a 2 = 2,000

Vy;sd =-2,0kN

My;sd =-0,9 kNm

Vz;sd =-0,5kN

Mz;sd = 0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

pi

=1,000

MNV;y;ud =10,4 kNm

q(y) = 1,000

B 2 = 0,750

MNV;z;ud = 10,4kNm

q(z) = 1,000

a3(y) = 0,386

NEN6770(11.3-31): UC = 0,09 < 1 Kiptoetsing C23-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C23-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2 Nc;s;d = -416,4 kN

My;1 ;s;d = 0,2 kNm


Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Mymid;sd = -0,4 kNm

Myequ;sd = 0,6 kNm





wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,1kNm

Mzmid;sd = 0,4kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesoh. M/phi FeulerY = 2.065,0 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 4,96

Chi-y = 0,787

e*y = 0,005


n.z=4,96

Chi-z = 0,617

e*z = 0,005

ny/(ny-1) = 1,253

Factor2 = 0,139

nz/(nz-1)= 1,253

Factor4 = 0,018

ny/(ny-1)= 1,253

Factorö = 0,018

nz/(nz-1) = 1,253

Factor8 = 0,133

Terml = 0,563

Term2 = 0,174

Term3 = 0,022


Term5 = 0,022

Term6 = 0,166


Mzequsd = 0,4kNm


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el= 420.96-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el= 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd =-416,8 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vyjsd =2,0kN

My;sd =-0,7 kNm

Vz;sd =0,1 kN

Mz;sd = 0,1 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 10,3 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 10,3kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,06 < 1 Kiptoetsing C24-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C24-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d =-416,8 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,1 kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 4,95

Chi-y = 0,761

e*y = 0,005


n.z = 4,95

Chi-z= 0,648

e*z = 0,005

Terml = 0,563

ny/(ny-1)= 1,253

Factor2 = 0,137

nz/(nz-1) = 1,253

Factor4 = 0,018

Term4 = 0,563

ny/(ny-1)= 1,253

Factor6 = 0,018

nz/(nz-1) = 1,253

Factor8 = 0,133

UCy = 0,76

Terml = 0,563

Term2 = 0,172

Tenn3 = 0,022

UCz = 0,75

Term4 = 0,563

Term5 = 0,022

Term6 = 0,167


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355

fyai

= 355 N/mm2


Fu.C.2 op 1,300 m Vy;sd =-2,2kN


Profielklasse = 1 My;sd = -0,8 kNm

a3(y) = 0,386




Vz;sd =-0,4kN

Mz;sd =-0,3 kNm

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 = 1,000

MNV;y;ud =9,5 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud =9,5kNm

q(z) = 1,000

Nc;ud = 739,9 kN

a 2 = 2,000 NEN6770(11.3-31 ):UC=

11.202 Geert Siereveld m, kN, kNm a4(y) = 0,386

0,09 < 1

Kiptoetsing C2S-V1 (0.000-1.300) Mysd/(w-kip*Myud) = 0,1/1,00*19,1

KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiiiteitstoetsing C25-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d = -444,7 kN

My;1;s;d = 0,1kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 4,64

Chi-y = 0,759

e*y = 0,005


n.z = 4,64

Chi-z = 0,651

e*z = 0,005

ny/(ny-1)= 1,274

Factor2 = 0,147

nz/(nz-1) = 1,274

Factor4 = 0,019

ny/(ny-1)= 1,274

Factor6 = 0,019

nz/(nz-1) = 1,274

Factor8 = 0,143

Terml = 0,601

Term2 = 0,188

Term3 = 0,025

Term4 = 0,601

Temi5 = 0,025

Term6 = 0,182


UCz = 0,81 Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,81< 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.96-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd =-444,7 kN Nc;ud = 739,9 kN

Profielklasse = 1 a3(y) = 0,386

Vy;sd =2,2kN

My;sd =-0,8 kNm

Vz;sd =0,4kN

Mz;sd =-0,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =9,5 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =9,5kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,09 < 1 Kiptoetsing C26-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiiiteitstoetsing C26-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -444,7 kN

My;1 ;s;d = 0,1 kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = -0,3kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,5kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.065,0 kN FeulerZ= 2.065,0 kN Terml = 0,601

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d = -444,7 kN Fz;tot;s;d = -444,7 kN ny/(ny-1)= 1,274

n.y = 4,64

Chi-y = 0,759 Chi-z = 0,651 nz/(nz-1) = 1,274


n.z = 4,64 Factor2 = 0,147

e*y = 0,005 e*z = 0,005 Factor4 = 0,019




Term4 = 0,601

ny/(ny-1) = 1,274

Factor6 = 0,019

UCy = 0,81

Terml = 0,601

Term2 = 0,188

UCz = 0,81

Term4 = 0,601

Term5 = 0,025


nz/(nz-1) = 1,274 Term3 = 0,025 Term6 = 0,182

Factor8 = 0,143

Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,81< 1 Profielgegevens staaf C27-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,300 m Vy;sd = -2,0kN

My;sd = -0,7 kNm

a3(y) = 0,386

Vz;sd = -0,1 kN

Mz;sd = 0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud =10,3 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV:z;ud = 10,3kNm

q(z) = 1,000

Nx;sd =-416,8 kN Nc;ud = 739,9 kN

NEN6770(11.3-31): UC= 0,06 < 1 Kiptoetsing C27-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


My;2;s;d = -0,7 kNm

Mymld;sd = -0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = 0,1kNm

Mz;2;s;d = -1,1kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d = ^16,8kN Fz;tot;s;d =-416,8 kN ny/(ny-1) = 1,253

n.y = 4,95 n.z = 4,95 Factor2 = 0,137

Chi-y = 0,762 Chi-z = 0,647 nz/(nz-1) = 1,253

e*y = 0,005 e*z = 0,005 Factor4 = 0,018

ny/(ny-1)= 1,253 Terml = 0,563 Term4 = 0,563

Factor6 = 0,018 Term2 = 0,172 Term5 = 0,022

nz/(nz-1) = 1,253 Term3 = 0,022 Term6 = 0,167

Factor8 = 0,133

Term4 = 0,563 UCy = 0,76 UCz = 0,75

Profielklasse = 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

S355


b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl= 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6


Fu.C.2 op 0,000 m

Profielklasse = 1

Nx;sd =-416,4 kN

Vy;sd =2,0kN

My;sd = -0,9 kNm

a3(y) = 0,386

Mz;sd = 0,1 kNm

a4(y) = 0,386

Nc;ud = 739,9 kN

Vz;sd =0,5kN Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 10,4 kNm

q(y) = 1,000





|3 2 = 0,750

a 2 = 2,000


MNV;z;ud = 10,4kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,09 <; 1 Kiptoetsing C28-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C28-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d =-416,4 kN

My;1;s;d = 0,2kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,1kNm

Mzmidjsd = 0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 4,96

Chi-y= 0,788


n.z = 4,96

Chi-z = 0,616

ny/(ny-1)= 1,253

Factor2 = 0,139

nz/(nz-1) = 1,253

ny/(ny-1)= 1,253

Factorê = 0,018

nz/(nz-1) = 1,253

Terml = 0,563

Term2 = 0,174

Term3 = 0,022


Term5 = 0,022

Term6 = 0,166

FeulerZ = 2.065,0 kN Terml = 0,563 Term4 = 0,563

">,

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

UCy = 0,76



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el= 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,975 m

Nx;sd =-334,0 kN

Vy;sd =-0,8kN

My;sd =-0,4 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud =13,0 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 13,0kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,03 < 1

Kiptoetsing C29-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C29-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -334,0 kN

My;1;s;d = -0,2kNm

My;2,s;d = -0,4 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 6,18

Chi-y = 0,665

e*y = 0,005


n.z = 6,18

Chi-z =0,747

e*z = 0,005

ny/(ny-1)= 1,193

Factor2 = 0,110

nz/(nz-1) = 1,193

Factor4 = 0,016

ny/(ny-1)= 1,193

Factor6 = 0,016

nz/(nz-1)= 1,193

Factor8 = 0,112

Terml = 0,451

Term2 = 0,131

Term3 = 0,019


Temi5 = 0,019

Term6 = 0,134








Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd =-333,2 kN

Profielklasse = 1

Vy;sd =2,1 kN

My;sd = -0,8 kNm

a3(y) = 0,386

Vz;sd =0,6kN

Mz;sd =-0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

o1

=1,000

P 1 = 1,000

MNV;y;ud =13,0 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 13,0kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,06 < 1 Kiptoetsing C30-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C30-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,2/1,00*19,1

Profielklasse = 1

Nc;s;d = -333,2 kN

My;1;s;d = 0,4kNm

My;2;s;d = -0,8 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -1,2kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 6,20

Chi-y = 0,693


n.z = 6,20

Chi-z= 0,721

Temnl = 0,450

ny/(ny-1)= 1,192

Factor2 = 0,113

nz/(nz-1) = 1,192

Term4 = 0,450

ny/(ny-1)= 1,192

Factorê = 0,018

nz/(nz-1) = 1,192

UCy = 0,61

Terml = 0,450

Term2 = 0,134

Term3 = 0,021

UCz = 0,61

Term4 = 0,450

Term5 = 0,021

Term6 = 0,136



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355

St) = 355 N/mm2


Profielklasse = 1

Fu.C.2 op 0,000 m

Nx;sd =-195,1 kN Nc;ud = 739,9 kN

Vy;sd =3,8kN

My;sd =-0,3 kNm

Vz;sd = -0,1 kN

Mz;sd =-1,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =17,5 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =17,5kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,02 < 1 Kiptoetsing C31-V1 (0.000-1.300) KK80/8

w-kip = 1,00


Handmatig

Mysd/(w-kip*Myud) = 0,1/1,00*19,1





NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C31-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d = -195,1 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,3 kNm

Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = -1,1kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 10,58

Chi-y= 0,577

e*y = 0,005


n.z= 10,58

Chi-z= 0,817

e*z = 0,005

ny/(ny-1)= 1,104

Factoi2 = 0,067

nz/(nz-1) = 1,104

Factor4 = 0,013

ny/(ny-1)= 1,104

Factor6 = 0,013

nz/(nz-1) = 1,104

Factor8 = 0,074

Terml = 0,264

Term2 = 0,074

Term3 = 0,014

Term5 = 0,014

Tenn6 = 0,081

FeulerZ = 2.065,0 kN Terml = 0,264 Term4 = 0,264

UCy = 0,35 Term4 = 0,264 UCz = 0,36 Cons, gesch. M/phi NEN6771 (12.3-2): UC = 0,36 •: 1 Profielgegevens staaf C32-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu .C.2 op 0,000 m

Nx;sd =-193,9 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =2,0kN

My;sd = -0,7 kNm

Vz;sd =0,5kN

Mz;sd = 0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud =213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud =17,5 kNm

q(y) = 1,000

a 2 =2,000

0 2 = 0,750

MNV;z;ud =17,5kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C32-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*19,1


Profielklasse = 1

Nc;s;d = -193,9 kN

My;1 ;s;d = 0,5 kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,1 kNm

Mzmid;sd = 0,5kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 10,65

Chi-y = 0,615

e»y= 0,005



n.z= 10,65

Chi-z = 0,788

e*z = 0,005

Terml = 0,262

ny/(ny-1) = 1,104

Factor2 = 0,069

nz/(nz-1) = 1,104

Factor4 = 0,014

Term4 = 0,262 UCy = 0,35 UCz = 0,36

ny/(ny-1) = 1,104 Terml =0,262 Term4 = 0,262

Factor6 = 0,014

nz/(nz-1) = 1,104

Factor8 = 0,074

Term2 = 0,076

Tenn3 = 0,015

Term5 = 0,015

Term6 = 0,081


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m 3

Wy;pl = 538.9e-07 m 3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m 3

Wz;pl = 538.9e-07 m 3


S355




11.202



tf = 8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

lt = 302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm Doorsnedetoetsing C33-V1 (0.000-1.300) Maatgevende combinatie: Nx;sd =-1,4kN

Profielklasse = 1

Fu.C.2 op 1,300 m Vy;sd =-2,8kN

Nc;ud = 739,9 kN

My;sd =0,7 kNm

a3(y) = 0,386

Vz;sd =1,3kN

Mz;sd =-0,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVyjud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

al

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Mysd/(w-klp*Myud)= 0,2/1,00*19,1

Profielklasse = 1

Nc;s;d = -1,4kN

My;1;s;d = -0,5kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = -0,5kNm

Mzmid;sd = 0,6kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d = -1,4kN

n.y= 1.528,33

Chi-y = 0,443

e*y = 0,005


Fz;tot;s;d = -1,4kN

n.z= 1.528,33

Chi-z = 0,897

e*z = 0,005

Terml = 0,002

ny/(ny-1)= 1,001

Factor2 = 0,015

nz/(nz-1)= 1,001

Factor4 = 0,013

Term4 = 0,002

ny/(ny-1)= 1,001

Factonö = 0,013

nz/(nz-1)= 1,001

Factor8 = 0,030

UCy = 0,03

Terml = 0,002

Term2 = 0,015

Term3 = 0,013

UCz = 0,04

Term4 = 0,002

Term5 = 0,013

Term6 = 0,030


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Nc;ud = 739,9 kN

Profielklasse = 1

Fu.C.2 op 1,200 m

Nx;sd =-1,5kN "

Vy;sd =-2,8kN

My;sd =-0,9 kNm

Vz;sd =-1,4kN

Mz;sd =-3,5 kNm

a4(y) = 0,386

Vy;ud =213,6kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

o1

=1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -1,5kN

My;1;s;d = 0,7kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,1 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = -3,5kNm

Mzmid;sd = -1,8kNm

Mzequsd = 2,2kNm»


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m






FeulerY = 2.423,5 kN

Fy;tot;s;d = -1,5kN

n.y= 1.577,53

Chi-y= 0,169


Fz;tot;s;d = -1,5kN

n.z= 1.577,53

Chi-z = 0,986

Terml = 0,002

ny/(ny-1)= 1,001

Factor2 = 0,020

nz/(nz-1) = 1,001

Term4 = 0,002

ny/(ny-1)= 1,001

Factor6 = 0,019

nz/(nz-1) = 1,001

UCy=0,04

Terml = 0,002

Tenn2 = 0,020

Temi3 = 0,019

UCz = 0,14

Temn4 = 0,002

Term5 = 0,019

Term6 = 0,114

e*y = 0,004 e*z = 0,004 Factor4 = 0,019 Faclor8 = 0,114


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y,pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd = 13,2kN

Profielklasse = 1

Vy;sd =4,5kN

My;sd =1,0 kNm

a3(y) = 0,386

Vz;sd =-1,6kN

Mz;sd =-4,8 kNm

a4(y) = 0,386

Vy;ud =213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

<x1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,10 < 1 Stabiliteitstoetsing C35-V1 (0.000-1.200) Profielklasse = 1


My;1 ;s;d = 0,1 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = O,0kNm

Mz;2;s;d = 0,8kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m


n.y= 513,02

Chi-y = 0,054

e*y = 0,004

n.z= 513,02

Chi-z = 0,999

e*z = 0,004

Terml = 0,006

ny/(ny-1) = 1,002

Factor2 = 0,003

nz/(nz-1) = 1,002

Factor4 = 0,001

Term4 = 0,006

ny/(ny-1) = 1,002

Factorö = 0,001

nz/(nz-1) = 1,002

Factor8 = 0,027

UCy = 0,01

Terml =0,006

Term2 = 0,003

Term3 = 0,001

UCz = 0,04

Term4 = 0,006

Term5 = 0,001

Term6 = 0,027


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

tf = 8,0 mm

.

tw = 8,0 mm r = 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd =-0,3kN

Profielklasse = 1

Vy;sd =4,1 kN

My;sd = 0,8 kNm

a3(y) = 0,386

Vz;sd =-1,2kN

Mz;sd =-4,6 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

P1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

=1,000

a 2 = 2,000 NEN6770(11.3-31): UC = 0,09 < 1



11.202






My;1 ;s;d = -0,7 kNm

My;2;s;d = 0,8 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = 0,3kNm

Mz;2;s;d = -4,6kNm

Mzmid;sd = -2,2kNm

Mzequsd = 2,7kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 7.764,08

Chi-y = 0,118

e*y = 0,004

n.z = 7.764,08

Chi-z = 0,993

e*z = 0,004

Terml = 0,000

ny/(ny-1) = 1,000

Factor2 = 0,017

nz/(nz-1)= 1,000

Factor4 = 0,016

Term4 = 0,000

ny/(ny-1) = 1,000

Factorö = 0,016

nz/(nz-1) = 1,000

Factor8 = 0,140

UCy = 0,03

Terml = 0,000

Term2 = 0,017

Temi3 = 0,016

UCz = 0,16

Tetm4 = 0,000

Temn5 = 0,016

Term6 = 0,140


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03 m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,200 m Vy;sd =-4,9kN

My;sd = -0,7 kNm

a3(y) = 0,386

Vz;sd = -1,1 kN

Mz;sd =-5,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000


NEN6770(11.3-31):UC= 0,09 < 1 Stabiliteitstoetsing C37-V1 (0.000-1.200) Profielklasse = 1


My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = O.OkNrn

Mz;2;s;d = 0,5kNm

Mzmid;sd = 0,3kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m

n.y = 521,94

Chi-y = 0,022

e*y = 0,004

n.z = 521,94

Chi-z= 1,000

e*z = 0,004

Factor2 = 0,001

nz/(nz-1) = 1,002

Factor4 = 0,000

Factor6 = 0,000

nz/(nz-1)= 1,002

Factor8 = 0,018

Term2 = 0,001

Term3 = 0,000

Term5 = 0,000

Term6 = 0,018




Terml = 0,006

ny/(ny-1) = 1,002

Term4 = 0,006

ny/(ny-1) = 1,002

UCy = 0,01

- Terml =0,006

UCz = 0,02 Term4 = 0,006 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,02 < 1 Profielgegevens staaf C38-V1 (0.000-1.200)

Staal

S355

fya(toi

= 355 N/mm2

h = 80,0 mm

Berekening A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

KK80/8

Wy;pl = 538.9e-07 m3

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

r = 12,0 mm

It=302.7e-08m4

Iwa = 0.0e-02 m6


Profielklasse = 1






Vy;sd = ^ , 4 k N

My;sd =-0,5 kNm

a3(y) = 0,386

Vz;sd =-0,8kN

Mz;sd =-4,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

Nx;sd = 0,1 kN Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,08 < 1 Stabiliteitstoetsing C38-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4 My;1;s;d = 0,0kNm Nc;s;d = -1,1 kN

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 2.186,12

Chi-y = 0,059

e*y = 0,004

Fz;tot;s;d = -1,1kN

n.z = 2.186,12

Chi-z = 0,998

e*z = 0,004

ny/(ny-1) = 1,000

Factor2 = 0,001

nz/(nz-1) = 1,000

Factor4 = 0,001

ny/(ny-1)= 1,000

Factor6 = 0,001

nz/(nz-1) = 1,000

Factor8 = 0,016

Terml = 0,001

Term2 = 0,001

Term3 = 0,001


Term5 = 0,001

Term6 = 0,016


Profielklasse = 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

b = 80,0 mm

ly = 168.4e-08 m4

tf = 8,0 mm

Iz = 168.4e-08 m4

tw = 8,0 mm

Massa/m = 16,4 kg/m

Wy;el = 420.9e-07 m3 Wz;el = 420.9e-07 m3 Aw;y;el = 1.04e-03m2 Aw;z;el = 1.04e-03m2 It = 302.7e-08 m4

r= 12,0 mm

S355

fya(toegepast) = 355 N/mm2 Wy;pl = 538.9e-07 m3 Wz;pl = 538.9e-07 m3 Aw;y;pl = 1.04e-03m2 Aw;z;pl = 1.04e-03m2 Iwa = 0.0e-02 m6


Nc;ud = 739,9 kN

J

Profielklasse = 1

Fu.C.2 op 1,200 m

Nx;sd =23,5kN

Vy;sd =-4,9kN

My;sd = -0,4 kNm

Vz;sd =-0,7kN

Mz;sd =-5,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

pi

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31 ):UC= 0,08 < 1

Stabiliteitstoetsing C39-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4 Nc;s;d = -2,1 kN wKip(Fu.C.4) = 1,00 Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2,423,5 kN FeulerZ = 2.423,5 kN Terml = 0,003 Term4 = 0,003 UCy = 0,00 UCz = 0,02

Profielklasse = 1 My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

Mz;2;s;d = 0,4kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,2kNm

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m

Fy;tot;s;d =-2,1 kN Fz;tot;s;d = -2,1 kN ny/(ny-1) = 1,001

n.y=1.161,04 n.z= 1.161,04 Factor2 = 0,001

Chi-y = 0,008

ny/(ny-1)= 1,001 Terml = 0,003 Term4 = 0,003

Factorö = 0,000 Term2 = 0,001 Temi5 = 0,000

nz/(nz-1) = 1,001 Term3 = 0,000 Term6 = 0,013

My;1 ;s;d = 0,0 kNm - Mz;1;s;d = 0,OkNm

Cons, gesch. M/phi NEN6771(12.3-2):UC = 0,02 < 1 Profielgegevens staaf C40-V1 (0.000-1.200)


Chi-z= 1,000 nz/(nz-1) = 1,001





KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.96-07 m3

b = 80,0 mm

ly= 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

ff = 8,0 mm

Iz = 168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


fya(toegepast)

= 355 N/mm2


Profielklasse = 1

Fu.C.2 op 1,200 m Vy;sd = -4,1 kN

My;sd =-0,3 kNm

a3(y) = 0,386

Vz;sd =-0,4kN

Mz;sd =-4,7 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


NEN6770(11.3-31):UC = 0,06 < 1 Stabiliteitstoetsing C40-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -1,0kN

My;1;s;d = 0,OkNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m

Fy;tot;s;d = -1,0kN

n.y = 2.427,32

Chi-y = 0,007

e*y = 0,004

Fz;tot;s;d = -1,0kN

n.z= 2.427,32

Chi-z= 1,000

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,000

nz/(nz-1) = 1,000

Factor4 = 0,000

ny/(ny-1) = 1,000

Factorê = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,015

Terml = 0,001

Term2 = 0,000

Term3 = 0,000

Term4 = 0,001 UCz = 0,02 Cons, gesch. M/phi NEN6771 (12.3-2): UC= 0,02 < 1

Term5 = 0,000

Temn6 = 0,015

FeuierZ = 2.423,5 kN Terml = 0,001 Term4 = 0,001 UCy = 0,00

Profieigegevens staaf C41-V1 (0.000-1.200) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl= 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,200 m


Vy;sd =-4,9kN

My;sd =-0,2 kNm

Vz;sd =-0,2kN

Mz;sd =-5,2 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

<x1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -1,6kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 0,3kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m

Fy;tot;s;d = -1,6kN

n.y =1.525,70

Chi-y = 0,007


e*y = 0,004







n.z= 1.525,70

Chi-z= 1,000

e*z = 0,004

Terml = 0,002

ny/(ny-1) = 1,001

Factor2 = 0,000

nz/(nz-1)= 1,001

Factor4 = 0,000

Term4 = 0,002

ny/(ny-1) = 1,001

Factor6 = 0,000

nz/(nz-1) = 1,001

Factor8 = 0,011

UCy = 0,00

Terml = 0,002

Term2 = 0,000

Term3 = 0,000

UCz = 0,01

Term4 = 0,002

Term5 = 0,000

Term6 = 0,011


Berekening

Staal

h = 80,0 mm

A=2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,200 m Vy;sd = ^t,4kN

My;sd =0,0 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =-5,0 kNm

a4(y) = 0,386

Vy;ud =213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


NEN6770(11.3-31):UC = 0.05 <; 1 Stabiliteitstoetsing C42-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -0,9 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,5kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ=t200m


n.y= 2.570,99

Chi-y = 0,018

e*y = 0,004


n.z= 2.570,99

Chi-z= 1,000

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,000

nz/(nz-1) = 1,000

Factort = 0,000

ny/(ny-1)= 1,000

FactorO = 0,000

nz/(nz-1)= 1,000

Factorö = 0,012

Terml = 0,001

Term2 = 0,000

Term3 = 0,000

Term4 = 0,001

Term5 = 0,000

Term6 = 0,012

FeulerZ = 2.423,5 kN Terml = 0,001 Term4 = 0,001 UCy = 0,00 UCz = 0,01


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl= 1.04e-03m2

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-O8 m4

Iwa = 0.0e-02 m6

tw = 8,0 mm

"

r= 12,0 mm

S355

= 355 N/mm2 Wy;pl = 538.9e-07 m3


Fu.C.2 op 1,200 m


Profielklasse = 1

Vy;sd =-4,9kN

My;sd = 0,1 kNm

Vz;sd =0,2kN

Mz;sd =-5,2 kNm

a4(y) = 0,386

Vy;ud =213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud =213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

d

B1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC= 0,06 < 1







Profielklasse = 1

Nc;s;d =-0,5 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymidjsd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = O,0kNm

Mz;2;s;d = 0,3kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m


n.y = 4.702,41

Chi-y = 0,014

e*y = 0,004



n.z = 4.702,41

Chi-z= 1,000

e*z = 0,004

Factor2 = 0,000

nz/(nz-1) = 1,000

Factor4 = 0,000

Factor6 = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,010

Term2 = 0,000

Term3 = 0,000

Term5 = 0,000

Term6 = 0,010

Terml = 0,001

ny/(ny-1) = 1,000

Term4 = 0,001

ny/(ny-1) = 1,000

UCy = 0,00

Terml = 0,001

UCz = 0,01 Term4 = 0,001 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,01< 1 Profielgegevens staaf C44-V1 (0.000-1.200) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 1,200 m

Nx;sd =0,4kN

Profielklasse = 1

Vy;sd =-4,1kN

My;sd =0,3 kNm

a3(y) = 0,386

Vz;sd =0,4kN

Mz;sd =-4,7 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN


Profielklasse = 1

Nc;s;d = -0,9 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,5kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 2.706,43

Chi-y = 0,012

e*y = 0,004


n.z = 2.706,43

Chi-z= 1,000

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,000

nz/(nz-1)= 1,000

Factor4 = 0,000

ny/(ny-1)= 1,000

Factor6 = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,014

Terml = 0,001

Term2 = 0,000

Term3 = 0,000


Term5 = 0,000

Term6 = 0,014



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

lz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

r= 12,0 mm

It = 302.7e-08m4

Iwa = 0.0e-02 m6


Profielklasse = 1


S355


U




Nx;sd =23,7kN


Vy;sd =-4,9kN

My;sd =0,4 kNm

a3(y) = 0,386

Vz;sd =0,7kN

Mz;sd =-5,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

pi

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1 kNm

q(z) = 1,000

Nc;ud = 739,9 kN

=1,000

a 2 =2,000 NEN6770(11.3-31):UC= 0,08 < 1


Profielklasse = 1

Nc;s;d = -0,5 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 0,3kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,2kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.423,5 kN FeuierZ = 2.423,5 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbuoZ= 1,200 m

Fy;tot;s;d = -0,5kN

n.y = 5.354,63

Chi-y = 0,025

e*y = 0,004


n.z = 5.354,63

Chi-z= 1,000

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,000

nz/(nz-1) = 1,000

Factor4 = 0,000

Term4 = 0,001

ny/(ny-1) = 1,000

Factors = 0,000

nz/(nz-1)= 1,000

Factor8 = 0,011

UCy = 0,00

Terml = 0,001

Term2 = 0,000

Term3 = 0,000

UCz = 0,01

Term4 = 0,001

Term5 = 0,000

Term6 = 0,011


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 1,200 m

Nx;sd =0,2kN

Profielklasse = 1

Vy;sd =-4,4kN

My;sd =0,5 kNm

a3(y) = 0,386

Vz;sd =0,8kN

Mz;sd =-4,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

<x1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,08 < 1

Stabiliteitstoetsing C46-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4 Nc;s;d = -0,9 kN wKlp(Fu.C.4) = 1,00

Profielklasse = 1

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

-Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,5kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 2.681,16

Chl-y = 0,029

e*y = 0,004


n.z= 2.681,16

Chi-z= 1,000

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,001

nz/(nz-1) = 1,000

Factor4 = 0,000

Term4 = 0,001

ny/(ny-1)= 1,000

Factor6 = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,015

UCy = 0,00

Terml = 0,001

Term2 = 0,001

Term3 = 0,000

UCz = 0,02

Term4 = 0,001

Term5 = 0,000

Term6 = 0,015

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,02 < 1 Profielgegevens staaf C47-V1 (0.000-1.200) KK80/8 Berekening


Staal

S355




11.202



h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

Iy = 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

fw = 8,0 mm r= 12,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2 It = 302.7e-08 m4

Aw;z;pl = 1.04e-03m2 Iwa = 0.0e-02 m6


Fu.C.2 op 1,200 m

Profielklasse = 1

Vy;sd =-4,9kN

My;sd = 0,7 kNm

a3(y) = 0,386

Vz;sd =1,1kN

Mz;sd =-5,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nx:sd =19,7kN Nc;ud = 739,9 kN

=1,000

a 2 =2,000 NEN6770(11.3-31):UC:

0,09 < 1


Profielklasse = 1

Nc;s;d = -0,9 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 0,4kNm

Mzmid;sd = 0,2kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m


n.y = 2.632,87

Chi-y = 0,031

e*y = 0,004



n.z = 2.632,87

Chi-z= 1,000

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,001

nz/(nz-1)= 1,000

Factorf = 0,000

Term4 = 0,001

ny/(ny-1)= 1,000

Factorö = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,015

UCy = 0,00

Terml = 0,001

Term2 = 0,001

Term3 = 0,000


Term5 = 0,000

Term6 = 0,015


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Nx;sd =-0,3kN

Vy;sd = -4,1 kN

My;sd =0,8 kNm

a3(y) = 0,386

Vz;sd =1,2kN

Mz;sd =-4,6 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(113-31):UC = 0,09 < 1 Stabiliteitstoetsing C48-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d = -0,3 kN

My;1;s;d = -0,7kNm

My;2;s;d = 0,8 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,3 kNm

v»Kip(Fu.C.2) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = -4,6kNm

Mzmid;sd = -2,2kNm

Mzequsd = 2,7kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m


n.y = 8.510,80 n.z = 8.510,80

Chi-y = 0,118 Chi-z = 0,993


e*y = 0,004 e*z = 0,004



11.202



Terml = 0,000

ny/(ny-1)= 1,000

Factor2 = 0,017

nz/(nz-1) = 1,000

Factor4 = 0,016

Term4 = 0,000

ny/(ny-1)= 1,000

Factor6 = 0,016

nz/(nz-1)= 1,000

Factor8 = 0,140

UCy = 0,03

Terml = 0,000

Term2 = 0,017

Term3 = 0,016

UCz = 0,16

Term4 = 0,000

Term5 = 0,016

Term6 = 0,140


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.2 op 1,200 m


Profielklasse = 1

Vy;sd =-4,5kN

My;sd =1,0 kNm

Vz;sd =1,6kN

Mz;sd =-4,8 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

3 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -1,5kN

My;1;s;d = 0,OkNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = 0,8kNm

Mzmid;sd = 0,4kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m

Fy;tot;s;d = -1,5kN

n.y= 1.646,57

Chi-y= 0,040

e*y = 0,004

Fz;tot;s;d = -1,5kN

n.z= 1.646,57

Chi-z = 0,999

e*z = 0,004

Terml = 0,002

ny/(ny-1)= 1,001

Factor2 = 0,001

nz/(nz-1) = 1,001

Factor4 = 0,001

Term4 = 0,002

ny/(ny-1)= 1,001

Factor6 = 0,001

nz/(nz-1) = 1,001

Factor8 = 0,026

UCy = 0,00

Terml = 0,002

Term2 = 0,001

Term3 = 0,001

UCz = 0,03

Term4 = 0,002

Term5 = 0,001

Term6 = 0,026

Cons, gesch. M/phi NEN6771 (12.3-2): UC = 0,03 < 1 Profielgegevens staaf C50-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03 m2

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

tw = 8,0 mm

,

r= 12,0 mm

S355



Fu.C.2 op 0,000 m

Nx;sd =-140,8 kN

Profielklasse = 1

Vy;sd =1,0kN

My;sd =0,2 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a1

B1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

=1,000






w-kip =1,00 Handmatig KK80/8 NEN6771(12.2-3):UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3


Mysd/(w-kip*Myud) = 0,0/1,00*19,1



My;1 ;s;d = -0,1 kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -1,9kNm

Mzmid;sd = -1,0kNm

Mzequsd = 1,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y=7,92

Chi-y = 0,103

e*y = 0,008


n.z = 7,92

Chi-z = 0,995

e*z = 0,008

Terml = 0,190

ny/(ny-1) = 1,144

Factor2 = 0,064

nz/(nz-1) = 1,144

Factor4 = 0,007

Term4 = 0,190

ny/(ny-1)= 1,144

Factor6 = 0,007

nz/(nz-1) = 1,144

Factor8 = 0,120

UCy = 0,27

Terml =0,190

Term2 = 0,073

Term3 = 0,007

UCz = 0,34

Terni4 = 0,190

Term5 = 0,007

Term6 = 0,138


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 1,769 m

Nx;sd = 119,0 kN Nc;ud = 739,9 kN


Vy;sd =-1,3kN

My;sd = 0,1 kNm

Vz;sd = -0,1 kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -3,7 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = -0,3kNm

Mz;2;s;d = -0,3kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 298,14

Chi-y = 0,113

e*y = 0,008

n.z = 298,14

Chi-z = 0,994

e*z = 0,008

Factor2 = 0,003

nz/(nz-1) = 1,003

Factor4 = 0,002

Factorê = 0,002

nz/(nz-1) = 1,003

Factor8 = 0,017

Term2 = 0,003

Term3 = 0,002

Term5 = 0,002

Term6 = 0,017



Terml = 0,005

ny/(ny-1) = 1,003

Term4 = 0,005

ny/(ny-1) = 1,003

UCy = 0,01

Terml = 0,005

UCz = 0,02 Term4 = 0,005 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,02 < 1 Profielgegevens staaf C52-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m 3

Wy;pl = 538.9e-07 m 3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m 3

Wz;pl = 538.9e-07 m 3


S355






tf = 8,0 mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw,z;pl = 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm Doorsnedetoetsing C52-V1 (0.000-1.769) Maatgevende combinatie:

Profielklasse = 1


My;sd = 0,4 kNm

a3(y) = 0,386

Vz;sd =-0,2kN

Mz;sd =-2,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nx;sd =-109,3 kN Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,03 < 1 Kiptoetsing C52-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing CS2-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -109,3 kN

My;1;s;d = -0,1kNm

My;2;s;d = 0,4 kNm

Mymid;sd = 0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,OkNm

Mz;2;s;d = -2,0kNm

Mzmid;sd = -1,0kNm

Mzequsd = 1,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y= 10,20

Chi-y = 0,220

e*y = 0,008


n.z= 10,20

Chi-z = 0,975

e*z = 0,008

ny/(ny-1)= 1,109

Factor2 = 0,059

nz/(nz-1) = 1,109

Factor4 = 0,014

ny/(ny-1) = 1,109

Factorö = 0,014

nz/(nz-1) = 1,109

Factor8 = 0,107

Terml = 0,148

Term2 = 0,065

Term3 = 0,015

Term4 = 0,148

Term5 = 0,015

Term6 = 0,119

FeulerZ= 1.115,0 kN Terml = 0,148 Term4 = 0,148 UCy = 0,23

UCz = 0,28 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,28 < 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

Iy = 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.2 op 1,769 m

Nx;sd =77,0kN

Profielklasse = 1

Vy;sd =-1,4kN

My;sd =0,4 kNm

a3(y) = 0,386

Vz;sd =0,1 kN

Mz;sd =-2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,03 < 1 Kiptoetsing C53-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C53-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.4 Nc;s;d =-0,6 kN

My;1 ;s;d = 0,0 kNm


Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm



11.202


Geert Siereveld m, kN, kNm Mzequsd = 0,4kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = -0,4kNm

Mzmid;sd = -0,4kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY= 1.115,0 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y= 1.757,90

Chi-y = 0,079

e*y = 0,008


n.z= 1.757,90

Chi-z = 0,997

e*z = 0,008

ny/(ny-1)= 1,001

Factor2 = 0,002

nz/(nz-1) = 1,001

Factor4 = 0,002

ny/(ny-1)= 1,001

Factor6 = 0,002

nz/(nz-1) = 1,001

Factor8 = 0,021

Terml = 0,001

Term2 = 0,002

Term3 = 0,002


Term5 = 0,002

Term6 = 0,021

FeulerZ= 1.115,0 kN Terml = 0,001 Ternvt = 0,001 UCy = 0,00


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pi = 538.9e-07 m3

tf = 8,0 mm

iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;ei = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,000 m

Nx;sd =-75,1 kN Nc;ud = 739,9 kN

Vy;sd =1,4kN

My;sd =0,6 kNm

Vz;sd =-0,2kN

Mz;sd =-2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z)= 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

o1

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C54-V1 (0.000-1.769) Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Profielklasse = 1

Nc;s;d = -75,1kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,6 kNm

Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = -2,3kNm

Mzmid;sd = -1,0kNm

Mzequsd = 1,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 14,84

Chi-y =0,276

e*y = 0,008


n.z= 14,84

Chi-z =0,961

e*z = 0,008

Terml = 0,102

ny/(ny-1)= 1,072

Factor2 = 0,050

nz/(nz-1)= 1,072

Factor4 = 0,018

Term4 = 0,102

ny/(ny-1)= 1,072

Factor6 = 0,018

nz/(nz-1)= 1,072

Factor8 = 0,097

UCy = 0,17

f erml = 0,102

Term2 = 0,053

Term3 = 0,020

UCz = 0,23

Term4 = 0,102

Term5 = 0,020

Term6 = 0,104


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

S355

fyai

= 355 N/mm2

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Wy;pl = 538.9e-07 m3

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

r = 12,0 mm

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1




11.202



Vy;sd =-1,1 kN

My;sd = 0,5 kNm

a3(y) = 0,386

Vz;sd =0,2kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

a4(z) = 0,386

NVyjud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =19,1kNm

q(z)= 1,000

Nx;sd = 36,1 kN Nc;ud = 739,9 kN

NEN6770(11.3-31 ):UC = 0,04 < 1 Kiptoetsing C55-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing CS5-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.4

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -1,0kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -0,4kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,3kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY» 1.115,0 kN FeulerZ= 1.115,0 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m

Fy;tot;s;d = -1,0kN

n.y= 1.083,71

Chi-y = 0,080

e*y = 0,008

Fz;tot;s;d = -1,0kN

n.z= 1.083,71

Chi-z= 0,997

e*z = 0,008

Terml = 0,001

ny/(ny-1)= 1,001

Factor2 = 0,002

nz/(nz-1) = 1,001

Fador4 = 0,001

Term4 = 0,001

ny/(ny-1)= 1,001

Factor6 = 0,001

nz/(nz-1) = 1,001

Factor8 = 0,016

UCy = 0,00

Terml = 0,001

Term2 = 0,002

Term3 = 0,001

UCz = 0,02

Term4 = 0,001

Term5 = 0,001

Term6 = 0,016


Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,000 m

Nx;sd =-40,1 kN Nc;ud = 739,9 kN

Vy;sd =1,1kN

My;sd = 0,6 kNm

Vz;sd =-0,3kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

a 2 = 2,000 NEN6770(11.3-31 ):UC=

0,04 < 1

Kiptoetsing C56-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C56-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.2 My;1;s;d = -0,1 kNm Nc;s;d = -40,1 kN

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1 Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = -1,9kNm

Mzmid;sd = -0,9kNm

Mzequsd = 1,1 kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY= 1.115,0 kN FeulerZ= 1.115,0 kN Terml = 0,054

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 27,84

Chi-y = 0,344 Chi-z = 0,939 nz/(nz-1) = 1,037


My;2;s;d = 0,6 kNm

n.z = 27,84 Factor2 = 0,038

e*y = 0,008 e*z = 0,008 Factor4 = 0,020



Term4 = 0,054

ny/(ny-1) = 1,037

UCy = 0,11

Terml = 0,054

UCz = 0,15

Term4 = 0,054

Projectnummer Constructeur Eenheden Factor6 = 0,020 Term2 = 0,039 Temi5 = 0,021


nz/(nz-1) = 1,037

Factor8 = 0,075

Term3 = 0,021 Term6 = 0,078


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


Doorsnedetoetsing C57-V1 (0.000-1.769) Maatgevende combinatie: Nx;sd =-2,4kN

Fu.C.2op 1,769 m

Profielklasse = 1

Vy;sd =-1,5 kN

My;sd = 0,6 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =-2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -2,4 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,6 kNm

Mymld;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = -2,3kNm

Mzmidjsd = -1,0kNm

Mzequsd = 1,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 458,06

Chi-y = 0,300

e*y = 0,008


n.z = 458,06

Chi-z = 0,954

e*z = 0,008

Terml = 0,003

ny/(ny-1)= 1,002

Factor2 = 0,022

nz/(nz-1) = 1,002

Factor4 = 0,020

Term4 = 0,003

ny/(ny-1)= 1,002

Factorö = 0,020

nz/(nz-1)= 1,002

Factor8 = 0,069

UCy = 0,05

Terml = 0,003

Term2 = 0,022

Term3 = 0,020

UCz = 0,09

Term4 = 0,003

Term5 = 0,020

Term6 = 0,069


Berekening

Staal

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

h = 80,0 mm

-

r = 12,0 mm

S355



Fu.C.2 op 0,000 m

Profielklasse = 1

Vy;sd =1,4kN

My;sd =0,6 kNm

a3(y) = 0,386

Vz;sd =-0,3kN

Mz;sd =-2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1 kNm

q(z) = 1,000







NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C58-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Stabiliteitstoetsing C58-V1 (0.000-1.769) Nc;s;d = -2,5 kN

Maatgevende combinatie: Fu.C.2 My;1 ;s;d = -0,1 kNm

Profielklasse = 1 My;2;s;d = 0,6 kNm Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = 0,2kNm

Mz;2;s;d = -2,3kNm

Mzmid;sd = -1,0kNm

Mzequsd = 1,3kNm

Methode Y = Cons, gesoh. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 1.115,0 kN FeulerZ = 1.115,0 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


Chi-y = 0,302

Terml = 0,003

ny/(ny-1) = 1,002

n.y = 451,43 n.z = 451,43 Factor2 = 0,022

Term4 = 0,003 UCy = 0,05

ny/(ny-1) = 1,002 Terml =0,003

UCz = 0,09

Term4 = 0,003

Factor6 = 0,020 Term2 = 0,022 Term5 = 0,020

nz/(nz-1) = 1,002 Term3 = 0,020 Term6 = 0,069

e*y = 0,008 e*z = 0,008 Factor4 = 0,020

Chi-z = 0,953 nz/(nz-1)= 1,002

Factor8 = 0,069


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 1,769 m Vy;sd =-1,1 kN

My;sd =0,6 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

Nx;sd =-40,1kN Nc;ud = 739,9 kN

a 2 = 2,000 NEN6770(11.3-31 ):UC=

0,04 < 1

Kiptoetsing C59-V1 (0.000-1.769) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C59-V1 (0.000-1.769) Maatgevende combinatie: Fu.C,2

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -40,1 kN

My;1;s;d = -0,1kNm

My;2;s;d = 0,6 kNm

Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -1,9kNm

Mzmid;sd = -0,9kNm

Mzequsd = 1,1 kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 27,80

Chi-y = 0,340

e*y = 0,008


n.z = 27,80

Chi-z = 0,940

e*z = 0,008

ny/(ny-1) = 1,037

Factor2 = 0,038

nz/(nz-1) = 1,037

Factor4 = 0,020

Term4 = 0,054

ny/(ny-1)= 1,037

Factorê = 0,020

nz/(nz-1) = 1,037

Factor8 = 0,076

Terml = 0,054

Term2 = 0,039

Term3 = 0,021

Term4 = 0,054

Term5 = 0,021

Term6 = 0,078

UCy = 0,11 UCz = 0,15

Cons, gesch. M/phi NEN6771 (12.3-2): UC= 0,15 < 1







Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

lz= 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,000 m Vy;sd = 1,1 kN

My;sd = 0,5 kNm

a3(y) = 0,386

Vz;sd =-0,2kN

Mz;sd =-1,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

B1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


=1,000

a 2 = 2,000 NEN6770(11.3-31):UC= 0,04 < 1


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -2,6 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = -0,4kNm

Mzmid;sd = -0,2kNm

Mzequsd = 0,3kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 1.115,0 kN FeulerZ= 1.115,0 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 432,48

Chi-y = 0,109


n.z = 432,48

Chi-z = 0,994

Terml = 0,003

ny/(ny-1)= 1,002

Factor2 = 0,003

nz/(nz-1) = 1,002

Term4 = 0,003

ny/(ny-1)= 1,002

Factorö = 0,002

nz/(nz-1) = 1,002

UCy = 0,01

Terml = 0,003

Term2 = 0,003

Term3 = 0,002

UCz = 0,02

Term4 = 0,003

Term5 = 0,002

Term6 = 0,016



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 1,769 m

Nx;sd =-75,3kN

Profielklasse = 1

Vy;sd =-1,4kN

My;sd = 0,6 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =-2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31): UC = 0,04 < 1 Kiptoetsing C61-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3


Mysd/(w-kip*Myud) = 0,1/1,00*19,1






Profielklasse = 1

Nc;s;d = -75,3 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,6 kNm

Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = -2,3kNm

Mzmid;sd = -1,0kNm

Mzequsd= 1,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 14,81

Chi-y = 0,274

e*y = 0,008


n.z= 14,81

Chi-z = 0,962

e*z = 0,008

ny/(ny-1)= 1,072

Factor2 = 0,050

nz/(nz-1) = 1,072

Factor4 = 0,018

ny/(ny-1)= 1,072

Factor6 = 0,018

nz/(nz-1) = 1,072

Factor8 = 0,098

Terml =0,102

Term2 = 0,053

Term3 = 0,020


Term5 = 0,020

Term6 = 0,105

FeulerZ= 1.115,0 kN Terml =. 0,102 Temn4 = 0,102 UCy = 0,17


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,000 m


Vy;sd =1,4kN

My;sd = 0,4 kNm

Vz;sd = -0,1 kN

Mz;sd =-2,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -3,4 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = -0,5kNm

Mzmid;sd = -0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 330,64

Chi-y = 0,059

e*y = 0,008


n.z = 330,64

Chi-z = 0,998

e*z= 0,008

ny/(ny-1)= 1,003

Factor2 = 0,003

nz/(nz-1)= 1,003

Factor4 = 0,001

ny/(ny-1) = 1,003

Factor6 = 0,001

nz/(nz-1)= 1,003

Factor8 = 0,024

Terml = 0,005

Term2 = 0,003

Term3 = 0,001


Term5 = 0,001

Term6 = 0,024



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03 m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03 m2


S355





r = 12,0 mm

11.202 Geert Siereveld m, kN, kNm Iwa = 0.0e-02 m6

lt = 302.7e-08 m4


Fu.C.2 op 1,769 m

Nx;sd =-109,6 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-1,2kN

My;sd = 0,4 kNm

Vz;sd =0,2kN

Mz;sd = -2,1 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV:z:ud = 19,1kNm

q(z) = 1,000


KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ïvm buis/koker met h/b < 3 Stabiliteitstoetsing C63-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.2

Profielklasse = 1

Nc;s;d = -109,6 kN

My;1 ;s;d = -0,1 kNm

My;2;s;d = 0,4 kNm

Mymid;sd = 0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.2) = 1,00

Mz;1 ;s;d = O.OkNrn

Mz;2;s;d = -2,1 kNm

Mzmid;sd = -1,0kNm

Mzequsd= 1,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y= 10,18

Chi-y = 0,217

e*y = 0,008


n.z= 10,18

Chi-z = 0,976

e*z = 0,008

ny/(ny-1)= 1,109

Factor2 = 0,059

nz/(nz-1)= 1,109

Factor4 = 0,014

ny/(ny-1)= 1,109

Factorö = 0,014

nz/(nz-1) = 1,109

Factor8 = 0,108

Terml =0,148

Term2 = 0,065

Term3 = 0,015


Term5 = 0,015

Term6 = 0,120

FeulerZ= 1.115,0 kN Terml = 0,148 Ternvt = 0,148 UCy = 0,23


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf=8,0mm

lz=168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pi = 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.2 op 0,000 m

Nx;sd = 118,7 kN

Vy;sd =1,3kN

My;sd = 0,1 kNm

a3(y) = 0,386

Vz;sd =0,1 kN

Mz;sd =-1,8 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN



Profielklasse = 1

Nc;s;d = -6,0 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = -0,3kNm

Mz;2;s;d = -0,4kNm

Mzmid;sd = -0,4kNm

Mzequsd = 0,4kNm




11.202



Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m

Fy;tot;s;d = -6,0 kN Fz;tot;s;d = -6,0 kN ny/(ny-1) = 1,005

n.y= 185,91

Chi-y = 0,074

e*y = 0,008

n.z= 185,91

Chi-z= 0,997

e*z = 0,008

Factor2 = 0,004

nz/(nz-1) = 1,005

Factor4 = 0,001

Term4 = 0,008

ny/(ny-1) = 1,005

Factor6 = 0,001

nz/(nz-1)= 1,005

Factor8 = 0,022

UCy = 0,01

Terml =0,008

Term2 = 0,004

Term3 = 0,001

Term5 = 0,001

Term6 = 0,022

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 1.115,0 kN FeulerZ= 1.115,0 kN Terml = 0,008

UCz = 0,03 Term4 = 0,008 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,03 < 1 Profielgegevens staaf C6S-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.96-07 m3

tf = 8,0mm

lz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.2 op 1,769 m

Nx;sd =-141,0kN Nc;ud = 739,9 kN NVy;ud = 739,9 kN a1

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC:

Profielklasse = 1

Vy;sd =-1,1 kN

My;sd = 0,2 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd =-2,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN NVz;ud = 739,9 kN B 1 =1,000 B 2 = 0,750

Mz;ud = 19,1 kNm

a4(z) = 0,386 MV;z;ud = 19,1 kNm q(y) = 1,000 q(z) = 1,000

MV;y;ud = 19,1 kNm MNV;y;ud = 19,1 kNm MNV;z;ud = 19,1kNm

0,02 < 1

Kiptoetsing C65-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3):UC= 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C65-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.2

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -141,0kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.2) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -2,0kNm

Mzmid;sd = -1,0kNm

Mzequsd = 1,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y=7,91

Chi-y = 0,099

e*y = 0,008


n.z=7,91

Chi-z= 0,995

e*z = 0,008

ny/(ny-1)= 1,145

Factor2 = 0,064

nz/(nz-1) = 1,145

Factor4 = 0,006

ny/(ny-1)= 1,145

Factor6 = 0,006

nz/(nz-1) = 1,145

Factor8 = 0,122

Terml = 0,191

Term2 = 0,073

Term3 = 0,007


Temrö = 0,007

Term6 = 0,139

FeulerZ= 1.115,0 kN Terml =0,191 Term4 = 0,191 UCy = 0,27


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355

fyal

= 355 N/mm2 Wy;pl = 309.3e-06 m3




Profielklasse = 1 My;sd =1,7 kNm

a3(y) = 0,500




Vz;sd =1,8kN

Mz;sd =0,9 kNm

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a'1 =1,000

p 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

No;ud = 1.835,6 kN


NEN6770(11.3-31): UC = 0,02 < 1 Kiptoetsing C66-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*109,8


Maatgevende combinatie: Fu.C.4 My;1;s;d = -0,5kNm

My;2;s;d = -1,5 kNm

Mymid;sd = -0,9 kNm

Myequ;sd = 1,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = -1,3kNm

Mzmid;sd = -0,7kNm

Mzequsd = 0,8kNm

Methode Y = Cons, gesch M/phi Methode Z = Cons, gesch. M/phi FeulerY = 28.886,6 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 195,48

Chi-y = 0,760

e*y = 0,002



n.z = 66,00

Chi-z = 0,650

e*z = 0,004

Terml = 0,081

ny/(ny-1)= 1,005

Factor2 = 0,011

nz/(nz-1) = 1,015

Factor4 = 0,009

Ternvf = 0,081

ny/(ny-1)= 1,005

Factorö = 0,006

nz/(nz-1) = 1,015

Factor8 = 0,021

UCy = 0,10

Terml = 0,081

Term2 = 0,011

Term3 = 0,009

UCz = 0,11

Term4 = 0,081

Term5 = 0,006

Term6 = 0,022

Nc;s;d = -147,8 kN

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,11 < Profielgegevens staaf C67-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 1,300 m

Nx;sd =87,7kN

Profielkiasse = 1

Vy;sd =0,9kN

My;sd = 5,7 kNm

a3(y) = 0,500

Vz;sd =3,9kN

Mz;sd =1,2 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud = 109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 = 1,000

p 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

Nc;ud = 1.835,6 kN

NEN6770(11.3-31):UC= 0,05 < Kiptoetsing C67-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C67-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.4

Mysd/(w-kip*Myud) = 1,3/1,00*109,8

Profielklasse = 1

Nc;s;d = -145,9 kN

My;1;s;d = -2,0kNm

My;2;s;d = 3,1 kNm

Mymid;sd = 0,6 kNm

Myequ;sd = 1,2

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,5kNm

Mz;2;s;d = 1,1kNm

Mzmid;sd = 0,3kNm

Mzequsd = 0,5kl


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d =-145,9 kN Fz;tot;s;d =-145,9 kN

n.y = 198,05 n.z = 66,86

Chi-y = 0,938 Chi-z = 0,346

e*y = 0,002 e*z = 0,004

ny/(ny-1) = 1,005

Factor2 = 0,013

nz/(nz-1) = 1,015

Factor4 = 0,006

Terml = 0,079



11.202




Term4 = 0,079

ny/(ny-1)= 1,005

Factorö = 0,004

nz/(nz-1) = 1,015

UCy = 0,10

Terml = 0,079

Term2 = 0,013

Tenn3 = 0,006

UCz = 0,10

Term4 = 0,079

Temiö = 0,004

Term6 = 0,016

Factor8 = 0,016


Betekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd = 295,0 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-1,0kN

My;sd = 4,5 kNm

Vz;sd = -1,8kN

Mz;sd =0,8 kNm

a3(y) = 0,500 a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVyjud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

P 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 =2,000

p 2 =0,750

MNV;z;ud =64,1kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,04 <: 1 Kiptoetsing C68-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 1,0/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 1,300 m

Nx;sd = 295,7 kN Nc;ud = 1.835,6 kN NVy;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-0,5kN

My;sd = 9,0 kNm

Vz;sd =6,0kN

Mz;sd =-0,9 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =64,1 kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 2,0/1,00*109,8

Profielgegevens staaf C70-V1 (0.000-1.300) KK200/100/10 Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.456-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355


Fu.C.1 op 0,000 m


Profielklasse = 1





Nx;sd = 413,1 kN

Vy;sd =1,4kN

My;sd = 8,3 kNm

Vz;sd =-4,7kN

Mz;sd =-1,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

Nc;ud = 1.835,6 kN


Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =59,2kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,08 < 1 Kiptoetsing C70-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 1,9/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 1,300 m

Nx;sd = 412,2 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =2,0kN

My;sd =11,0 kNm

Vz;sd =7,2kN

Mz;sd =2,0 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 = 1,000

p 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000 NEN6770(11.3-31): UC = 0,10-

p 2 = 0,750

MNV;z;ud =59,2kNm

q(z) = 1,000

Kiptoetsing C71-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 2,5/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd =-1,7kN

My;sd =10,7 kNm

a3(y) = 0,500

Vz;sd =-6,5kN

Mz;sd =1,7 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVyjud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 = 1,000

P1

MNV;y;ud =107,6 kNm

q(y) = 1,000

a 2 =2,000

p 2 = 0,750

MNV;z;ud =56,1 kNm

q(z) = 1,000

Nx;sd = 487,1 kN Nc;ud = 1.835,6 kN

=1,000

NEN6770(11.3-31):UC= 0,10 < 1 Kiptoetsing C72-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens staaf C73-V1 (0.000-1.300)


Mysd/(w-kip*Myud) = 2,4/1,00*109,8



11.202



KK200/100/10

Berekening

Staal

h = 200,0 mm

A=5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

Iz=795.2e-08m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03 m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 1,300 m

Nx;sd = 486,9 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy,sd =-1,1 kN

My;sd =11,5 kNm

Vz;sd =7,3kN

Mz;sd =-1,5 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

a3(y) = 0,500

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =107,6 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =56,1kNm

q(z) = 1,000


Mysd/(w-klp*Myud) = 2,6/1,00*109,8


Berekening

Staal

h = 200,0 mm

A=5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

lz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355




Nc;ud = 1.835,6 kN

J


My;sd =11,5 kNm

Vz;sd =-7,3kN

Mz;sd =-1,9 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud = 67,7 kNm

a1

P1

MNV;y;ud =107,7 kNm

q(y) = 1,000

MNV;z;ud =56,2kNm

q(z) = 1,000

=1,000

=1,000

P 2 = 0,750

a 2 = 2,000 NEN6770(11.3-31): UC= 0,11 < 1 Kiptoetsing C74-V1 (0.000-1.300)

Mysd/(w-kip*Myud) = 2,6/1,00*109,8

KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens staaf C75-V1 (0.000-1.300) KK200/100/10 * Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03 m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355


Doorsnedetoetsing C75-V1 (0.000-1.300) Maatgevende combinatie: Nx;sd = 483,8 kN Nc;ud = 1.835,6 kN NVy;ud = 1.835,6 kN

Fu.C.1 op 1,300 m

Profielklasse = 1

Vy;sd =2,2kN

My;sd =10,6 kNm

Vz;sd =6,5kN

Mz;sd =2,0 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm


a3(y) = 0,500





a 1 = 1,000

P 1 = 1,000

MNV;y;ud =107,8 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =56,2kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,10 < 1 Kiptoetsing C75-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 2,4/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03 m2

lt = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd =-1,5kN

My;sd =11,0 kNm

a3(y) = 0,500

Vz;sd = -7,1 kN

Mz;sd =1,7 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 58,6kNm

q(z) = 1,000

Nx;sd = 427,2 kN Nc;ud = 1.835,6 kN

NEN6770(11.3-31):UC=

0,10<

Kiptoetsing C76-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens staaf C77-V1 (0.000-1.300) KK200/100/10 Berekening

Mysd/(w-kip*Myud) = 2,5/1,00*109,8

Staal

S355


h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf=10,0mm

Iz = 795.2e-08m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw= 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

Wy;pl = 309.3e-06 m3


Fu.C.1 op 1,300 m

Nx;sd = 425,9 kN Nc;ud = 1.835,6 kN NVjwd = 1.835,6 kN a 1 =1,000

"

a 2 = 2,000

Profielklasse = 1

Vy;sd =-0,9kN

My;sd = 8,2 kNm

Vz;sd =4,6kN

Mz;sd =-1,2 kNm

a3(y) = 0,500 a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

p 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud = 58,6kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,08 < 1 Kiptoetsing C77-V1 (0.000-1.300) KK200/100/10 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 1,9/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wyjel = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03 m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03 m2

Aw;z;pl = 1.72e-03 m2


S355




r = 20,0 mm

11.202



It = 212.2e-07 m4

Iwa = 0.0e-02 m6


Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd =1,0kN

My;sd =9,0 kNm

a3(y) = 0,500

Vz;sd =-5,8kN

Mz;sd =-1,3 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =63,6kNm

q(z) = 1,000

Nx;sd = 306,3 kN Nc;ud = 1.835,6 kN

NEN6770(11.3-31 ):UC= 0,08 < 1 Kiptoetsing C78-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 2,0/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw,y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw=10,0mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm Doorsnedetoetsing C79-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1 op 1,300 m

S355

fyai

lepast) = 355 N/mm2

Profielklasse = 1

Vy;sd =1,4kN

My;sd = 4,4 kNm

a3(y) = 0,500

Vz;sd =1,7kN

Mz;sd =1,0 kNm

a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud = 67,7 kNm

a1

pi

MNV;y;ud =109,8 kNm

q(y) = 1,000

MNV;z;ud =63,7kNm

q(z) = 1,000

Nx;sd = 303,5 kN Nc;ud = 1.835,6 kN

=1,000

a 2 = 2,000

=1,000

P 2 = 0,750

NEN6770(11.3-31):UC = 0,04 < 1

Kiptoetsing C79-V1 (0.000-1.300) KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud)= 1,0/1,00*109,8


Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wy;el = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.0e-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd = 114,8 kN Nc;ud = 1.835,6 kN

Profielklasse = 1

Vy;sd =-0,5kN

My;sd = 5,6 kNm

Vz;sd =-3,6kN

Mz;sd =0,8 kNm

a3(y) = 0,500 a4(y) = 0,500

Vy;ud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226 a4(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,05 < 1 Kiptoetsing C80-V1 (0.000-1.300)






Mysd/(w-kip*Myud) = 1,3/1,00*109,8

KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens staaf C81-V1 (0.000-1.300) KK200/100/10

Berekening

Staal

h = 200,0 mm

A = 5,17e-03 m2

Wyjel = 235.5e-06 m3

Wy;pl = 309.3e-06 m3

b = 100,0 mm

ly = 235.5e-07 m4

Wz;el = 159.06-06 m3

Wz;pl = 190.7e-06 m3

tf = 10,0 mm

Iz = 795.2e-08 m4

Aw;y;el = 1.72e-03m2

Aw;y;pl = 3.45e-03 m2

tw = 10,0 mm

Massa/m = 40,6 kg/m

Aw;z;el = 1.72e-03m2

Aw;z;pl = 1.72e-03m2

It = 212.2e-07 m4

Iwa = 0.0e-02 m6

r = 20,0 mm

S355

fya(toegepast)

= 355 N/mm2


Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =-0,9kN

My;sd =1,6 kNm

a3(y) = 0,500

Vz;sd =-1,8kN

Mz;sd = 0,1 kNm

a4(y) = 0,500

Vyjud = 353,3 kN

My;ud =109,8 kNm

a3(z) = 0,226

Vz;ud = 706,5 kN

Mz;ud =67,7 kNm

a4(z) = 0,226

NVy;ud = 1.835,6 kN

NVz;ud = 1.835,6 kN

MV;y;ud =109,8 kNm

MV;z;ud =67,7 kNm

a1

=1,000

B 1 =1,000

MNV;y;ud =109,8 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =67,7kNm

q(z) = 1,000

Nx;sd = 112,0 kN Nc;ud = 1.835,6 kN


KK200/100/10 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens

C82-V1 (0.000-1.200)

KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly= 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03 m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-1,6kN

Nc;ud = 739,9 kN

Vy;sd =-3,2kN

My;sd =-1,0 kNm

a3(y) = 0,386

Vz;sd =1,4kN

Mz;sd =4,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV:z;ud = 19,1kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -1,0kN

My;1;s;d = 0,3kNm

My;2;s;d = -0,5 kNm

Mymid;sd = -0,1 kNm

Myequ;sd = 0,2 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,4kNm

Mz;2;s;d = 4,5kNm

Mzmid;sd = 2,5kNm

Mzequsd = 2,9kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m

Fy;tot;s;d = -1,0kN

n.y= 2.382,23

Chi-y = 0,062

e*y = 0,004


Fz;tot;s;d = -1,0kN

n.z = 2.382,23

Chi-z = 0,998

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,010

nz/(nz-1)= 1,000

Factor4 = 0,009

Term4 = 0,001

ny/(ny-1)= 1,000

Factorê = 0,009

nz/(nz-1) = 1,000

Factor8 = 0,151

UCy = 0,02

Terml = 0,001

Temi2 = 0,010

Term3 = 0,009

Temi4 = 0,001 UCz = 0,16 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,16 < 1

Term5 = 0,009

Term6 = 0,151




11.202




Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 3O2.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd =-1,4kN

Profielklasse = 1

Vy;sd =-3,2kN

My;sd =0,7 kNm

a3(y) = 0,386

Vz;sd =-1,3kN

Mz;sd = 0,4 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy,ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1 kNm

q(z) = 1,000

Nc;ud = 739,9 kN


Mysd/(w-kip*Myud) = 0,2/1,00*19,1

Profielklasse = 1

Nc;s;d = -1,4kN

My;1;s;d = -0,5kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,4kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = -0,6kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

Fy;tot;s;d = -1,4kN

n.y= 1.466,72

Chi-y = 0,444

e*y = 0,005

Fz;tot;s;d = -1,4kN

n.z= 1.466,72

Chi-z = 0,896

e*z = 0,005

ny/(ny-1)= 1,001

Factor2 = 0,015

nz/(nz-1) = 1,001

Factor4 = 0,014

ny/(ny-1)= 1,001

Factor6 = 0,014

nz/(nz-1) = 1,001

Factorö = 0,031

Terml = 0,002

Term2 = 0,015

Temi3 = 0,014


Term5 = 0,014

Term6 = 0,031

Term4 = 0,002 UCy = 0,03


Berekening

h = 80,0 mm

A = 2,08e-03 m2

Staal S355 fya(toegepast) = 355 N/mm2 Wy;el = 420.9e-07 m3 Wy;pl = 538.9e-07 m3

b = 80,0 mm

Iy = 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Fu.C.1 op 1,300 m

Nx;sd =-204,7 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =2,2kN

My;sd = -0,7 kNm

a3(y) = 0,386

Vz;sd =-0,6kN

Mz;sd = 0,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 17,1 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =17,1 kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C84-V1 (0.000-1.300) KK80/8

w-kip =1,00


Handmatig

Mysd/(w-kip*Myud) = 0,2/1,00*19,1





NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C84-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Profielklasse = 1

Nc;s;d = -204,7 kN

My;1;s;d = 0,5kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,2 kNm

Myequjsd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = O,0kNm

Mz;2;s;d = 1,5kNm

Mzmld;sd = -0,4kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y= 10,09

Chi-y = 0,516

e*y = 0,005


n.z = 10,09

Chi-z = 0,857

e*z = 0,005

ny/(ny-1)= 1,110

Factor2 = 0,072

nz/(nz-1) = 1,110

Factor4 = 0,016

ny/(ny-1)= 1,110

Factorö = 0,016

nz/(nz-1) = 1,110

Factor8 = 0,084

Terml = 0,277

Term2 = 0,080

Term3 = 0,017

Tetm4 = 0,277

Term5 = 0,017

Term6 = 0,094

FeulerZ = 2.065,0 kN Terml = 0,277

Term4 = 0,277 UCy=0,37 UCz = 0,39


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,300 m

Nx;sd =-206,0 kN Nc;ud = 739,9 kN

Vy;sd =4,0kN

My;sd = -0,3 kNm

Vz;sd = 0,1 kN

Mz;sd =1,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 17,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =17,1kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -206,0 kN wKip(Fu.C.1) = 1,00

My;1;s;d = 0,0kNm Mz;1;s;d = 0,2kNm

My;2;s;d = -0,3 kNm Mz;2;s;d = 1,1kNm

Mymid;sd = -0,3 kNm Mzmid;sd = -0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 10,02 n.z = 10,02

Chi-y = 0,592 Chi-z = 0,806

e*y = 0,005

Fz;tot;s;d = -206,0 kN ny/(ny-1) = 1,111

Factor2 = 0,071

nz/(nz-1)= 1,111

Factor4 = 0,013

ny/(ny-1)= 1,111

Factor6 = 0,013

nz/(nz-1) = 1,111

Factor8 = 0,077

Terml = 0,278

Term2 = 0,079

Term3 = 0,015


Term5 = 0,015

Term6 = 0,085


Myequ;sd = 0,3 kNm Mzequsd = 0,4kNm

e*z = 0,005


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03 m2


S355





Massa/m = 16,4 kg/m

tw = 8,0 mm r = 12,0 mm


Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Fu.C.1 op 1,300 m

Nx;sd =-350,8 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =2,2kN

My;sd = -0,9 kNm

Vz;sd =-0,6kN

Mz;sd = -0,1 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud =12,5 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 12,5kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC = 0,07 < 1 Kiptoetsing C86-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3):UC= 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*19,1


Profielklasse = 1

Nc;s;d = -350,8 kN

My;1;s;d = 0,4kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 1,3kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = NB.

Cb(z) = N.B.

LbucZ= 1,300 m



n.y = 5,89

Chi-y = 0,698

e*y = 0,005


n.z = 5,89

Chi-z = 0,716

e*z = 0,005

ny/(ny-1)= 1,205

Factor2 = 0,119

nz/(nz-1) = 1,205

Factor4 = 0,019

ny/(ny-1)= 1,205

Factor6 = 0,019

nz/(nz-1) = 1,205

Factor8 = 0,119

Terml = 0,474

Term2 = 0,143

Term3 = 0,022

Term4 = 0,474

Term5 = 0,022

Term6 = 0,144



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly= 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz= 168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,325 m

Nx;sd =-351,6 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vyjsd =-0,7kN

My;sd = -0,4 kNm

Vz;sd =0,0kN

Mz;sd = -0,5 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

3 1 =1,000

MNV;y;ud =12,4 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,4kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC= 0,04 < 1 Kiptoetsing C87-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C87-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -351,6 kN

My;1 ;s;d = -0,2 kNm

My;2;s;d = -0,4 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1 ;s;d = O.OkNrn

Mz;2;s;d = 1,2kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm






Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y=5,87

Chi-y = 0,679


n.z=5,87

Chi-z = 0,734

ny/(ny-1)= 1,205

Factor2 = 0,115

nz/(nz-1)= 1,205

ny/(ny-1)= 1,205

Factor6 = 0,017

nz/(nz-1)= 1,205

Terml = 0,475

Term2 = 0,139

Term3 = 0,020


Temi5 = 0,020

Term6 = 0,141

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.065,0 kN FeulerZ = 2.065,0 kN Terml = 0,475 Term4 = 0,475 UCy = 0,63



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wyjel = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz=168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,300 m

Nx;sd =-438,9 kN Nc;ud = 739,9 kN

Vy;sd =2,4kN

My;sd =-0,9 kNm

Vz;sd =-0,5kN

Mz;sd =0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

al

=1,000

P 1 = 1,000

MNV;y;ud =9,6 kNm

q(y) = 1,000

a 2 = 2,000

B 2 = 0,750

MNV;z;ud =9,6kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,10 < 1 Kiptoetsing C88-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C88-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielkiasse = 1

Nc;s;d = -438,9 kN

My;1;s;d = 0,2kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = 1,4kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 4,71

Chi-y = 0,723

e*y = 0,005


n.z = 4,71

Chi-z= 0,691

e*z = 0,005

ny/(ny-1)= 1,270

Factor2 = 0,146

nz/(nz-1)= 1,270

Factor4 = 0,021

ny/(ny-1)= 1,270

Factorö = 0,021

nz/(nz-1) = 1,270

Factorö = 0,145

Terml = 0,593

Term2 = 0,186

Term3 = 0,027

UCz = 0,80 Term4 = 0,593 Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,81< 1

Temi5 = 0,027

Term6 = 0,184

FeulerY = 2.065,0 kN FeulerZ = 2.065,0 kN Terml = 0,593 Ternvt = 0,593 UCy = 0,81


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m Vy;sd =-2,5kN


Profielklasse = 1 My;sd =-0,7 kNm

a3(y) = 0,386



Vz;sd =0,1 kN

Mz;sd =0,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud =9,6 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =9,6kNm

q(z) = 1,000


Nc;ud = 739,9 kN


NEN6770(11.3-31 ):UC = 0,07 < 1 Kiptoetsing C89-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C89-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -439,3 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = 1,3kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m



n.y = 4,70

Chi-y= 0,731

e*y = 0,005


n.z = 4,70

Chi-z= 0,683

e*z = 0,005

ny/(ny-1)= 1,270

Factor2 = 0,145

nz/(nz-1) = 1,270

Factor4 = 0,020

ny/(ny-1)= 1,270

FactorC = 0,020

nz/(nz-1) = 1,270

Factor8 = 0,143

Temil = 0,594

Term2 = 0,184

Term3 = 0,025

Term4 = 0,594

Term5 = 0,025

Term6 = 0,181

UCz = 0,80 Cons, gesch. M/phi NEN6771(12.3-1):UC = 0,80 < 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355


Doorsnedetoetsing CS0-V1 (0.000-1.300) Maatgevende combinatie:

Fu.C.1 op 1,300 m

Nx;sd =-468,0 kN

Profielklasse = 1

Vy;sd =2,3kN

My;sd =-0,9 kNm

a3(y) = 0,386

Vz;sd =-0,4kN

Mz;sd = -0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 =1,000

MNV;y;ud =8,7 kNm

q(y)= 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =8,7kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,10 < 1 Kiptoetsing C90-V1 (0.000-1.300) KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3):UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C90-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -468,0 kN

My;1;s;d = 0,1 kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 1,2kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 4,41 n.z = 4,41 Factor2 = 0,155

Chi-y= 0,778 Chi-z= 0,628 nz/(nz-1) = 1,293


e*y = 0,005 e*z = 0,005 Factor4 = 0,020





Term4 = 0,633

ny/(ny-1) = 1,293

Factorê = 0,020

nz/(nz-1) = 1,293

UCy = 0,86

Terml = 0,633

Term2 = 0,200

Term3 = 0,025

UCz = 0,85

Term4 = 0,633

Term5 = 0,025

Term6 = 0,192

Factor8 = 0,149

Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,86 < 1 Proflelgegevens staaf C91-V1 (0.000-1.300) KK80/8 Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz=168.4e-08m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-468,0 kN

Vy;sd =-2,3kN

My;sd =-0,9 kNm

a3(y) = 0,386

Vz;sd = 0,4kN

Mz;sd = -0,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud =19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

P 1 = 1,000

MNV;y;ud =8,7 kNm

q(y) = 1,000

B 2 = 0,750

MNV;z;ud =8,7kNm

q(z) = 1,000

Nc;ud = 739,9 kN

a 2 =2,000 NEN6770(11.3-31):UC:

0,10 < 1

Kiptoetsing CS1-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C91-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -468,0 kN

My;1;s;d = 0,1kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 1,2kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 4,41

Chi-y = 0,775

e*y = 0,005


n.z = 4,41

Chi-z = 0,633

e*z = 0,005

Terml = 0,633

ny/(ny-1)= 1,293

Factor2 = 0,155

nz/(nz-1) = 1,293

Factor4 = 0,020

Term4 = 0,633

ny/(ny-1)= 1,293

Factorö = 0,020

nz/(nz-1) = 1,293

Factor8 = 0,149

UCy = 0,86

Terml = 0,633

Term2 = 0,200

Term3 = 0,026

UCz = 0,85 Cons, gesch. M/phi NEN6771 (12.3-1 ):UC=

Term4 = 0,633

Term5 = 0,026

Term6 = 0,193

0,86 < 1

Proflelgegevens staaf C92-V1 (0.000-1.300) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


Doorsnedetoetsing C92-V1 (0.000-1.300) Maatgevende combinatie: Nx;sd =-439,5 kN Nc;ud = 739,9 kN

Fu.C.1 op 1,300 m

Profielklasse = 1

Vy;sd =2,5kN

My;sd = -0,7 kNm

Vz;sd = -0,1 kN

Mz;sd =0,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud =19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =9,6 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =9,6kNm

q(z) = 1,000








Profielklasse = 1

Nc;s;d = -439,5 kN

My;1;s;d = 0,0kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = 1,3kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y = 4,70

Chi-y= 0,733

e*y = 0,005


n.z = 4,70

Chi-z= 0,681

e*z = 0,005

ny/(ny-1)= 1,270

Factor2 = 0,145

nz/(nz-1) = 1,270

Factor4 = 0,020

ny/(ny-1)= 1,270

FactorS = 0,020

nz/(nz-1) = 1,270

Factor8 = 0,143

Terml = 0,594

Term2 = 0,184

Term3 = 0,025


Term5 = 0,025

Term6 = 0,181


Profielgegevens staaf C93-V1 (0.000-1.300) Staal

KK80/8

S355


h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pi = 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6


Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =-2,4kN

My;sd =-0,9 kNm

a3(y) = 0,386

Vz;sd =0,6kN

Mz;sd =0,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 =1,000

MNV;y;ud = 9,6 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =9,6kNm

q(z) = 1,000

Nx;sd =-439,0 kN Nc;ud = 739,9 kN


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -439,0 kN

My;1;s;d = 0,3kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,5 kNm

Myequ;sd = 0,6 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = 1,4kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

FeulerY = 2.065,0 kN


n.y = 4,70

Chi-y = 0,718

e*y = 0,005



n.z = 4,70

Chi-z= 0,697

e*z = 0,005

Terml = 0,593

ny/(ny-1)= 1,270

Factor2 = 0,146

nz/(nz-1)= 1,270

Factor4 = 0,021

Term4 = 0,593

ny/(ny-1) = 1,270

Factoro = 0,021

nz/(nz-1)= 1,270

Factor8 = 0,145

UCy = 0,81

Terml = 0,593

Term2 = 0,186

Term3 = 0,027

UCz = 0,80

Term4 = 0,593

Term5 = 0,027

Term6 = 0,185

Cons, gesch. M/phi NEN6771(12.3-1):UC= 0,81< 1



11.202





Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz= 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


KK80/8


Profielklasse = 1

Fu.C.1 op 0,975 m

Nx;sd =-35i,g kN Nc;ud = 739,9 kN

Vy;sd =0,7kN

My;sd = -0,4 kNm

Vz;sd =0,0kN

Mz;sd =-0,5 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

B 1 = 1,000

MNV;y;ud = 12,4 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 12,4kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,04 < 1

1


KK80/8 w-kip = 1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C94-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1 My;1;s;d = -0,2kNm Nc;s;d = -351,9kN

Profielklasse = 1 Mymid;sd = -0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 1,2kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,300m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y=5,87

Chi-y = 0,677


n.z=5,87

Chi-z = 0,736

Terml = 0,476

ny/(ny-1)= 1,205

Factor2 = 0,115

nz/(nz-1)= 1,205

Term4 = 0,476

ny/(ny-1) = 1,205

Factor6 = 0,017

nz/(nz-1)= 1,205

UCy = 0,63

Terml = 0,476

Term2 = 0,139

Term3 = 0,020

UCz = 0,64

Term4 = 0,476

Term5 = 0,020

Term6 = 0,141

My;2;s;d = -0,4 kNm

e*y = 0,005 e*z= 0,005 Factor4 = 0,017 Factor8 = 0,117


Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd =-351,0kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-2,2kN

My;sd =-0,9 kNm

Vz;sd =0,6kN

Mz;sd = -0,1 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud =12,5 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 12,5kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,07 < 1 Kiptoetsing C95-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3


Mysd/(w-kip*Myud) = 0,2/1,00*19,1




11.202 Geert Siereveld m, kN, klslm


Maatgevende combinatie: Fu.C.1 My;1;s;d = 0,4kNm

My;2;s;d = -0,9 kNm

Mymid;sd = -0,4 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 1,3kNm

Mzmid;sd = -0,5kNm

Mzequsd = 0,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m


n.y = 5,88

Chi-y = 0,694

e*y = 0,005


n.z=5,88

Chi-z = 0,720

e*z = 0,005

ny/(ny-1)= 1,205

Factor2 = 0,119

nz/(nz-1) = 1,205

Factor4 = 0,019

ny/(ny-1) = 1,205

Factor6 = 0,019

nz/(nz-1) = 1,205

Factorê = 0,120

Terml = 0,474

Term2 = 0,143

Term3 = 0,022


Term5 = 0,022

Term6 = 0,144

Nc;s;d =-351,0 kN



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

1w = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd =-206,2 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-4,0kN

My;sd =-0,3 kNm

Vz;sd = -0,1 kN

Mz;sd =1,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 17,1 kNm

q(y) = 1,000

a 2 = 2,000

(5 2 = 0,750

MNV;z;ud =17,1 kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -206,2 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = -0,3 kNm

Mymid;sd = -0,3 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = 1,1 kNm

Mzmid;sd = -0,4kNm

Mzequsd = 0,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y =10,02

Chi-y= 0,581

e*y = 0,005


n.z= 10,02

Chi-z= 0,814

e*z = 0,005

Terml = 0,279

ny/(ny-1)= 1,111

Factor2 = 0,071

nz/(nz-1) = 1,111

Factor4 = 0,013

Term4 = 0,279

ny/(ny-1)= 1,111

Factorö = 0,013

nz/(nz-1) = 1,111

Factorö = 0,077

UCy = 0,37

Terml = 0,279

Term2 = 0,079

Term3 = 0,015

UCz = 0,38

Term4 = 0,279

Termö = 0,015

Term6 = 0,086

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,38 < 1 Profielgegevens staaf C97-V1 (0.000-1.300) KK80/8 h = 80,0 mm b = 80,0 mm tf = 8,0 mm

Berekening A=2,08e-03 m2

Staal S355 fya(toegepast) = 355 N/mm2 Wy;el = 420.9e-07 m3 Wy;pl = 538.9e-07 m3

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

Iz = 168.4e-08m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03 m2





Massa/m = 16,4 kg/m

tw = 8,0 mm r = 12,0 mm


Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-204,9 kN

Vy;sd =-2,2kN

My;sd =-0,7 kNm

a3(y) = 0,386

Vz;sd =0,6kN

Mz;sd = 0,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

p 1 = 1,000

MNV;y;ud = 17,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =17,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C97-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., Ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,2/1,00*19,1

-\ Stabiliteitstoetsing C97-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1

Profielklasse = 1

Nc;s;d = -204,9 kN

My;1;s;d = 0,5kNm

My;2;s;d = -0,7 kNm

Mymid;sd = -0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,0kNm

Mz;2;s;d = 1,5kNm

Mzmid;sd = -0,3kNm

Mzequsd = 0,6kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,300 m


n.y= 10,08

Chi-y = 0,510

e*y = 0,005


n.z= 10,08

Chi-z = 0,860

e*z = 0,005

Terml = 0,277

ny/(ny-1)= 1,110

Factor2 = 0,072

nz/(nz-1)= 1,110

Factor4 = 0,016

Term4 = 0,277

ny/(ny-1)= 1,110

Factor6 = 0,016

nz/(nz-1)= 1,110

Factorö = 0,085

UCy = 0,37

Terml = 0,277

Term2 = 0,080

Term3 = 0,017

UCz = 0,39

Temvt = 0,277

Term5 = 0,017

Term6 = 0,094


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl=1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.1 op 1,300 m


Profielklasse = 1

Vy;sd = 3,1 kN

My;sd = 0,7 kNm

Vz;sd =1,3kN

Mz;sd =0,3 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C98-V1 (0.000-1.300) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C98-V1 (0.000-1.300) Maatgevende combinatie: Fu.C.1 Nc;s;d = -1,4kN wKip(Fu.C.1) = 1,00

My;1;s;d = -0,5kNm Mz;1;s;d = 0,3kNm


Mysd/(w-kip*Myud) = 0,2/1,00*19,1

Profielklasse = 1 My;2;s;d = 0,7 kNm Mz;2;s;d = 0,6kNm

Mymid;sd = 0,0 kNm Mzmid;sd = -0,6kNm

Myequ;sd = 0,3 kNm Mzequsd = 0,6kNm






Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,300 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,300 m

n.y= 1.482,39

Chi-y = 0,439

e*y = 0,005



n.z= 1.482,39

Chi-z = 0,899

e*z = 0,005

Terml = 0,002

ny/(ny-1) = 1,001

Factor2 = 0,015

nz/(nz-1) = 1,001

Factor4 = 0,013

Factor6 = 0,013

nz/(nz-1) = 1,001

Factor8 = 0,031

Term2 = 0,015

Term3 = 0,013

Temi5 = 0,013

Term6 = 0,031


Term4 = 0,002

ny/(ny-1) = 1,001

UCy = 0,03

Terml =0,002

UCz = 0,05 Tetm4 = 0,002 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,05 < 1 Profielgegevens staaf C99-V1 (0.000-1.200) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/rii = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08m4 '

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,200 m


Vy;sd = 3,1 kN

My;sd =-1,0 kNm

Vz;sd =-1,4kN

Mz;sd =4,0 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

8 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

3 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -0,8 kN

My;1;s;d = 0,3kNm

My;2;s;d = -0,4 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = 0,4kNm

Mz;2;s;d = 4,4kNm

Mzmid;sd = 2,4kNm

Mzequsd = 2,8kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y= 2.911,94

Chi-y = 0,052

e*y = 0,004


n.z = 2.911,94

Chi-z = 0,999

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,008

nz/(nz-1) = 1,000

Factor4 = 0,008

ny/(ny-1) = 1,000

Factorö = 0,008

nz/(nz-1) = 1,000

Factor8 = 0,147

Terml = 0,001

Term2 = 0,008

Term3 = 0,008


Term5 = 0,008

Term6 = 0,147



Staal

h = 80,0 mm

KK80/8

"

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.96-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355


Doorsnedetoetsing C100-V1 (0.000-1.200) Maatgevende combinatie: Nx;sd =14,9kN Nc;ud = 739,9 kN NVy;ud = 739,9 kN

Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd =-5,2kN

My;sd =1,1 kNm

Vz;sd =-1,7kN

Mz;sd =5,5 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

a4(z) = 0,386

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm


a3(y) = 0,386

Projectnaam Omschrijving Opdrachtgever a1

Brug Doorslag Berekening vakwerk Gemeente Nieuwegein pi p2

=1,000

a 2 = 2,000


= 1,000 = 0,750


MNV;y;ud = 19,1 kNm MNV;z;ud =19,1 kNm

q(y) = 1,000 q(z) = 1,000

NEN6770(11.3-31):UC = 0,12 < 1 Profielgegevens staaf C101-V1 (0.000-1.200) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

lt = 302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m


Profielklasse = 1

Vy;sd =-4,8kN

My;sd = 0,8 kNm

Vz;sd =-1,3kN

Mz;sd =5,4 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Profielklasse = 1

Nc;s;d = -0,2 kN

My;1;s;d = -0,7kNm

My;2;s;d = 0,8 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = 5,4kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,200 m


n.y= 11.212,55

Chi-y = 0,108

e*y = 0,004


n.z= 11.212,55

Chi-z = 0,994

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,018

nz/(nz-1) = 1,000

Factor4 = 0,018

ny/(ny-1)= 1,000

Factor6 = 0,018

nz/(nz-1) = 1,000

Factor8 = 0,163

Terml = 0,000

Term2 = 0,018

Term3 = 0,018


Term5 = 0,018

Term6 = 0,163

FeuierZ= 2.423,5 kN Terml = 0,000 Term4 = 0,000 UCy = 0,04


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl= 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el= 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


Doorsnedetoetsing C102-V1 (0.(100-1.200) Maatgevende combinatie:

Fu.C.1 op 1,200 m


Profielklasse = 1

Vy;sd =5,4kN

My;sd = -0,8 kNm

Vz;sd =-1,2kN

Mz;sd =5,8 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

al

=1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m 3

Wy;pl = 538.9e-07 m 3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m 3

Wz;pl = 538.9e-07 m 3


S355


^





tf = 8,0 mm

Iz=168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm r = 12,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2 It = 302.7e-08 m4

Aw;z;pl = 1.04e-03m2 Iwa = 0.0e-02 m6


Fu.C.1 op 1,200 m

Nx:sd =0,2kN

Profielklasse = 1

Vy;sd =4,6kN

My;sd =-0,6 kNm

a3(y) = 0,386

Vz;sd =-0,9kN

Mz;sd =5,3 kNm

a4(y) = 0,386

Vyjud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

Nc;ud = 739,9 kN


Profielklasse = 1

Nc;s;d = -0,3 kN

My;1;s;d = 0,2kNm

My;2;s;d = -0,2 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = 5,4kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 7.260,84

Chi-y = 0,031

e*y = 0,004


n.z = 7.260,84

Chi-z= 1,000

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,005

nz/(nz-1) = 1,000

Factor4 = 0,005

ny/(ny-1)= 1,000

Factorö = 0,005

nz/(nz-1)= 1,000

Factor8 = 0,162

Terml = 0,000

Term2 = 0,005

Term3 = 0,005


Temi5 = 0,005

Term6 = 0,162


Profielgegevens staaf C104-V1 (0.000-1.200) lepast) = 355 N/mm2

KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

S355

Wyjpl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Fu.C.1 op 1,200 m


Profielklasse = 1

Vy;sd =5,5kN

My;sd = -0,5 kNm

Vz;sd =-0,7kN

Mz;sd = 5,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

NEN6770(11.3-31 ):UC = 0,09 < 1 Profielgegevens staaf C105-V1 (0.000-1.200) Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz=168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl= 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355

fya(toei

= 355 N/mm2

KK80/8

Wy;pl = 538.9e-07 m3

Doorsnedetoetsing C105-V1 (0.000-1.200) Maatgevende combinatie: Nx;sd =0,5kN



Profielklasse = 1 My;sd = -0,3 kNm

a3(y) = 0,386




Vz;sd =-0,4kN

Mz;sd =5,6 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVz;ud = 739,9 kN P 1 = 1,000 P 2 = 0,750

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

Nc;ud = 739,9 kN

NVy;ud = 739,9 kN <x1 =1,000 a 2 = 2,000


MNV;y;ud = 19,1 kNm

q(y) = 1,000

MNV;z;ud = 19,1kNm

q(z) = 1,000



My;1 ;s;d = 0,1 kNm

My;2;s;d = -0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = -0,4kNm

Mz;2;s;d = 5,4kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m

n.y = 7.891,38

Chi-y = 0,018

e*y = 0,004

n.z= 7.891,38

Chi-z= 1,000

e*z = 0,004

Factor2 = 0,003

nz/(nz-1)= 1,000

Factor4 = 0,003

Factorö = 0,003

nz/(nz-1) = 1,000

Factor8 = 0,162

Term2 = 0,003

Term3 = 0,003

Term5 = 0,003

Term6 = 0,162




Termi = 0,000

ny/(ny-1) = 1,000

Term4 = 0,000

ny/(ny-1) = 1,000

UCy = 0,01 UCz = 0,17

Termi =0,000 Term4 = 0,000

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,17 < 1 Profielgegevens staaf C106-V1 (0.000-1.200) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.1 op 1,200 m

Nx;sd =26,8kN

Proflelklasse = 1

Vy;sd =5,5kN

My;sd =-0,2 kNm

a3(y) = 0,386

Vz;sd =-0,2kN

Mz;sd =5,8 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

p 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

ly= 168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

b = 80,0 mm

N

r = 12,0 mm

S355

fya(toi

= 355 N/mm2 Wy;pl = 538.9e-07 m3


Fu.C.1 op 1,200 m


Profielklasse = 1

Vy;sd =4,6kN

My;sd =0,0 kNm

Vz;sd =0,0kN

Mz;sd =5,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

<x1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,06 < 1




11.202




Profielklasse = 1

No;s;d = -0,4 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,0 kNm

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = -0,3kNm

Mz;2;s;d = 5,3kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1 kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.423,5 kN FeulerZ= 2.423,5 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 6.739,56

Chi-y = 0,000

e*y = 0,004


n.z = 6.739,56

Chi-z= 1,000

e*z = 0,004

Termi = 0,000

ny/(ny-1) = 1,000

Factor2 = 0,000

nz/(nz-1) = 1,000

Factor4 = 0,000

Term4 = 0,000

ny/(ny-1) = 1,000

Factor6 = 0,000

nz/(nz-1) = 1,000

Factor8 = 0,160

UCy = 0,00

Termi = 0,000

Term2 = 0,000

Term3 = 0,000

UCz = 0,16

Term4 = 0,000

Term5 = 0,000

Teim6 = 0,160


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 1,200 m


Profielklasse = 1

Vy;sd =5,5kN

My;sd =0,2 kNm

Vz;sd =0,2kN

Mz;sd =5,8 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

<x1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,200 m

Nx:sd =0,4kN Nc;ud = 739,9 kN

Vy;sd =5,0kN

My;sd =0,3 kNm

Vz;sd =0,4kN

Mz;sd =5,6 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

B 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000



My;1 ;s;d = -0,1 kNm

My;2;s;d = 0,1 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0i0 kNni

wKip(Fu.C.4) = 1,00

Mz;1 ;s;d = -0,4kNm

Mz;2;s;d = 5,4kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1 kNm

Methode Y = Cons, gesch. M/phi

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,200 m






Methode Z = Cons, gesch. M/phi FeulerY = 2.423,5 kN FeulerZ = 2.423,5 kN

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 5.909,83

Chi-y = 0,015

e*y = 0,004


n.z = 5.909,83

Chi-z= 1,000

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,003

nz/(nz-1)= 1,000

Factor4 = 0,002

Term4 = 0,001

ny/(ny-1)= 1,000

Factorö = 0,002

nz/(nz-1) = 1,000

Factor8 = 0,161

UCy = 0,01

Terml = 0,001

Term2 = 0,003

Term3 = 0,002

UCz = 0,16

Term4 = 0,001

Term5 = 0,002

Temi6 = 0,162

Cons, gesch. M/phi NEN6771(12.3-2):UC = 0,16 < 1 Profielgegevens staaf C110-V1 (0.000-1.200) KK80/8 Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl= 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


}


Profielklasse = 1

Fu.C.1 op 1,200 m


a3(y) = 0,386

Vy;sd = 5,5 kN

My;sd = 0,5 kNm

Vz;sd =0,7kN

Mz;sd =5,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

o1

B 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

B 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC:

0,09 < 1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,200 m


Vy;sd =4,6kN

My;sd =0,6 kNm

Vz;sd =0,9kN

Mz;sd =5,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,09 V 1 Stabiliteitstoetsing C111-V1 (0.000-1.200) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -0,5 kN

My;1;s;d = -0,2kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,0 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.4) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = 5,3kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1 kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,200 m


n.y = 4.501,01

Chi-y= 0,032

e*y = 0,004


n.z = 4.501,01

Chi-z= 1,000

e*z = 0,004

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,005

nz/(nz-1) = 1,000

Factor4 = 0,005

Term4 = 0,001

ny/(ny-1)= 1,000

Factorö = 0,005

nz/(nz-1) = 1,000

Factor8 = 0,161

UCy = 0,01

Terml = 0,001

Term2 = 0,005

Term3 = 0,005

UCz = 0,17

Term4 = 0,001

Tennö = 0,005

Temn6 = 0,161





11.202 Geert Siereveld m, klsl, klslm


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 1,200 m

Profielklasse = 1

Vy;sd =5,4kN

My;sd =0,8kNm

a3(y) = 0,386

Vz;sd =1,2kN

Mz;sd =5,8kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

o1

=1,000

P 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1 kNm

q(z) = 1,000



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pi = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

lz = 168.4e-08 m4

Awjy;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,200 m


Vy;sd =4,8kN

My;sd = 0,8 kNm

Vz;sd =1,3kN

Mz;sd = 5,4 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

«1

pi

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC= 0,10 < 1


Proflelklasse = 1

Nc;s;d = -0,3 kN

My;1;s;d = -0,7kNm

My;2;s;d = 0,8 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,4kNm

Mz;2;s;d = 5,4kNm

Mzmid;sd = 2,5kNm

Mzequsd = 3,1kNm

Methode Y = Cons, gesch. M/phl Methode Z = Cons, gesch. M/phi FeulerY = 2.423,5 kN

Ca(y) = 0,000

Cb(y) = 0,000 L knik Y = 1,200 m

Ca(z) = N.B.

Cb(z) = N.B.

L b u c Z = 1,200 m


n.y = 9.582,99

Chi-y =■■ 0,107

e*y = 0,004


n.z = 9.582,99

Chi-z =■ 0,994

e*z = 0,004

ny/(ny-1)= 1,000

Factor2 = 0,018

nz/(nz- 1) = 1,000

Factor4 = 0,017

ny/(ny-1)= 1,000

Factorö = 0,017

nz/(nz-1) = 1,000

Factor8 = 0,162

Terml = 0,000

Term2 = 0,018

Tenn3 = 0,017


Temn5 = 0,017

Term6 = 0,162



Berekening

h = 80,0 mm

A = 2,08e-03

m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03 m2

Aw;y;pl = 1.04e-03 m2


Staal

S355




tw = 8,0 mm

11.202


Massa/m = 16,4 kg/m

r = 12,0 mm


Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1

Fu.C.1 op 1,200 m


Vy;sd =5,1 kN

My;sd =1,1 kNm

Vz;sd =1,7kN

Mz;sd =5,5 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

p1

=1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

=1,000

a 2 = 2,000 NEN6770(11.3-31):UC= 0,12 >


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

lwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Nx;sd =-71,0kN

Vy;sd =-1,4kN

My;sd = 0,1 kNm

a3(y) = 0,386

Vz;sd =0,0kN

Mz;sd = 2,9 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC = 0,02 < 1 KiptoetsingC115-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Stabiliteitstoetsing C115-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.1

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

Profielklasse = 1

Nc;s;d = -149,5 kN

My;1;s;d = -0,1kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,3kNm

Mz;2;s;d = 2,3kNm

Mzmid;sd = 1,3kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 7,46

Chi-y = 0,082

e*y = 0,008


n.z=7,46

Chi-z = 0,997

e*z = 0,008

ny/(ny-1)= 1,155

Factor2 = 0,067

nz/(nz-1) = 1,155

Factor4 = 0,006

ny/(ny-1) = 1,155

Factorö = 0,006

nz/(nz-1) = 1,155

Factor8 = 0,138

Terml = 0,202

Term2 = 0,078

Term3 = 0,007

Term4 = 0,202

Term5 = 0,007

Term6 = 0,160

FeulerZ= 1.115,0 kN Terml = 0,202 Term4 = 0,202 UCy = 0,29 UCz = 0,37

Cons, gesch. M/phi NEN6771 (12.3-2): UC = 0,37 < 1 Profielgegevens staaf C116-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

lwa = 0.0e-02 m6

r= 12,0 mm


S355




11.202




Fu.C.1 op 1,769 m

Nx;sd = 125,0 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =1,6kN

My;sd = 0,1 kNm

Vz;sd =-0,1 kN

Mz;sd =2,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

NEN6770(11.3-31): UC = 0,02-; 1 Kiptoetsing C116-V1 (0.000-1.769) KK80/8

w-kip =1,00

Handmatig

Mysd/(w-kip*Myud) = 0,0/1,00*19,1

NEN6771(12.2-3):UC= 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profielgegevens staaf C117-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl= 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd =-115,0 kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-1,6kN

My;sd = 0,5 kNm

Vz;sd =-0,2kN

Mz;sd =2,7 kNm

a4(y) = 0,386

Vyjud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 19,1 kNm

q(z)= 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d =-115,0 kN

My;1;s;d = -0,1kNm

My;2;s;d = 0,5 kNm

Mymid;sd = 0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = 2,7kNm

Mzmid;sd = 1,3kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 9,70

Chi-y = 0,182

e*y = 0,008

FeulerZ= 1.115,0 kN


n.z=9,70

Chi-z = 0,983

e*z = 0,008

Terml =0,155

ny/(ny-1)= 1,115

Factor2 = 0,062

nz/(nz-1) = 1,115

Factor4 = 0,015

Term4 = 0,155

ny/(ny-1) = 1,115

Factorö = 0,015

nz/(nz-1) = 1,115

Factor8 = 0,127

UCy = 0,24

Terml =0,155

Term2 = 0,069

Term3 = 0,016


Term5 = 0,016

Term6 = 0,142


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wyjel = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2


S355

fya(toi

= 355 N/mm2 Wy;pl = 538.9e-07 m3




r = 12,0 mm


It = 302.7e-08 nvt

Iwa = 0.0e-02 m6


Fu.C.1 op 1,769 m

Nx;sd =80,4kN

Profielklasse = 1

Vyjsd =1,3kN

My;sd =0,4 kNm

a3(y) = 0,386

Vz;sd =0,1 kN

Mz;sd = 2,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,03 < 1 KiptoetsingC118-V1 (0.000-1.769) KK80/8 w-klp = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;ei = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Fu.C.1 op 0,000 m

Nx;sd =-79,5kN Nc;ud = 739,9 kN

Profielklasse = 1

Vy;sd =-1,3kN

My;sd =0,6 kNm

Vz;sd =-0,3kN

Mz;sd =2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud =213,6kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -79,5 kN

My;1;s;d = -0,1kNm

My;2;s;d = 0,6 kNm

Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,OkNm

Mz;2;s;d = 2,3kNm

Mzmid;sd = 1,1 kNm

Mzequsd = 1,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y= 14,02

Chi-y = 0,266

e*y = 0,008


n.z= 14,02

Chi-z= 0,964

e*z = 0,008

ny/(ny-1)= 1,077

Factor2 = 0,052

nz/(nz-1) = 1,077

Factor4 = 0,019

ny/(ny-1)= 1,077

Factor6 = 0,019

nz/(nz-1) = 1,077

Factor8 = 0,105

Terml =0,107

Term2 = 0,056

Term3 = 0,021


Term5 = 0,021

Temi6 = 0,113



Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0mm

Iy=168.4e-08m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl= 1.04e-03m2


S355

fyal

= 355 N/mm2 Wy;pl = 538.9e-07 m3

^



Brug Doorslag Berekening vakwerk Gemeente Nieuwegein Massa/m = 16,4 kg/m

tw = 8,0 mm r= 12,0 mm


Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1

Fu.C.1 op 1,769 m

Nx;sd = 38,1 kN Nc;ud = 739,9 kN

Vy;sd =1,6kN

My;sd =0,6 kNm

Vz;sd =0,2kN

Mz;sd =2,5 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud =19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C120-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-41,4kN Nc;ud = 739,9 kN

Vy;sd =-1,7kN

My;sd = 0,7 kNm

Vz;sd =-0,3kN

Mz;sd =2,6 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

P 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

NEN6770(11.3-31):UC = 0,05 < 1

Kiptoetsing C121-V1 (0.000-1.769)

'J


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -41,4kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = 2,6kNm

Mzmid;sd = 1,2kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m

Fy;tot;s;d = ^1,4kN

n.y = 26,91

Chi-y= 0,282

e*y = 0,008


n.z= 26,91

Chi-z = 0,959

e*z = 0,008

ny/(ny-1)= 1,039

Factor2 = 0,040

nz/(nz-1) = 1,039

Factor4 = 0,022

ny/(ny-1)= 1,039

Factorö = 0,022

nz/(nz-1) = 1,039

Factor8 = 0,094

FeulerZ= 1.115,0 kN Terml = 0,056 Term4 = 0,056

Terml = 0,056

Term2 = 0,041

Term3 = 0,023


Term5 = 0,023

Term6 = 0,098

UCy = 0,12


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1,04e-03 m2

Aw;y;pl = 1.04e-03 m2


S355



Massa/m = 16,4 kg/m

tw = 8,0 mm

11.202



r= 12,0 mm


Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1


My;sd = 0,7 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =2,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

3 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


NEN6770(11.3-31):UC = 0,04 < 1 Kiptoetsing C122-V1 (0.000-1.769) KK80/8 w-kip =1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Stabiliteitstoetsing C122-V1 (0.000-1.769) Maatgevende combinatie: Fu.C.1 Nc;s;d = -2,9 kN My;1;s;d = -0,1 kNm wKip(Fu.C.1) = 1,00 Mz;1;s;d = -0,1kNm


Myequ;sd = 0,4 kNm

Mz;2;s;d = 2,2kNm

Mzmid;sd = 1,0kNm

Mzequsd = 1,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 382,43

Chi-y = 0,329

e*y = 0,008


n.z= 382,43

Chi-z = 0,944

e*z = 0,008

ny/(ny-1)= 1,003

Factor2 = 0,024

nz/(nz-1)= 1,003

Factor4 = 0,021

ny/(ny-1)= 1,003

Factorö = 0,021

nz/(nz-1)= 1,003

Factor8 = 0,066

Termi = 0,004

Term2 = 0,024

Term3 = 0,021


Term5 = 0,021

Term6 = 0,066

FeulerZ= 1.115,0 kN Termi = 0,004 Term4 = 0,004 UCy = 0,05


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Nc;ud = 739,9 kN

Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =-2,8kN ,

Vy;sd =-1,3kN

My;sd =0,7 kNm

Vz;sd =-0,3kN

Mz;sd =2,2 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

NEN6770(11.3-31):UC= 0,04 < 1 Kiptoetsing C123-V1 (0.000-1.769) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Profielklasse = 1

Nc;s;d = -2,8 kN

My;1 ;s;d = -0,1 kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1 ;s;d = -0,1kNm

Mz;2;s;d = 2,2kNm

Mzmid;sd = 1,0kNm

Mzequsd = 1,2kNm







Ca(y) = 0,000

Cb(y) = 0,000

LknikY= 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 399,11

Chi-y= 0,328

e*y= 0,008



n.z = 399,11

Chi-z = 0,945

e*z = 0,008

Terml = 0,004

ny/(ny-1) = 1,003

Factor2 = 0,024

nz/(nz-1)= 1,003

Factor4 = 0,021

Term4 = 0,004

ny/(ny-1) = 1,003

FactorO = 0,021

nz/(nz-1) = 1,003

Factor8 = 0,066

UCy = 0,05

Terml =0,004

Term2 = 0,024

Term3 = 0,021

Term5 = 0,021

Term6 = 0,066

UCz = 0,09 Term4 = 0,004 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,09 < 1 Profielgegevens staaf C124-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It=302.7e-08m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profleiklasse = 1

Fu.C.1 op 1,769 m Vy;sd =1,7kN Vz;sd =0,3kN

My;sd = 0,7 kNm Mz;sd =2,6 kNm

a3(y) = 0,386 a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

P1

MNV;y;ud = 19,1 kNm

q(y) = 1,000

MNV;z;ud =19,1kNm

q(z) = 1,000

Nx;sd = -41,5kN Nc;ud = 739,9 kN

=1,000

=1,000

B 2 = 0,750



Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -41,5kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,7 kNm

Mymid;sd = 0,4 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,3kNm

Mz;2;s;d = 2,6kNm

Mzmid;sd = 1,2kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 1,769 m


n.y = 26,84

Chi-y = 0,283

e*y = 0,008


n.z = 26,84

Chi-z = 0,959

e*z = 0,008

ny/(ny-1) = 1,039

Factor2 = 0,040

nz/(nz-1) = 1,039

Factor4 = 0,022

Term4 = 0,056

ny/(ny-1) = 1,039

Factorö = 0,022

nz/(nz-1)= 1,039

Factor8 = 0,094

Terml = 0,056

Term2 = 0,041

Term3 = 0,023

Term4 = 0,056

Term5 = 0,023

Term6 = 0,097

UCy = 0,12 UCz = 0,18


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el= 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355


Doorsnedetoetsing C12S-V1 (0.000-1.769) Maatgevende combinatie: Nx;sd =38,4kN

Fu.C.1 op 0,000 tn Vy;sd =-1,6kN


Profielklasse = 1 My;sd = 0,6 kNm

a3(y) = 0,386



Vz;sd =-0,2kN

Mz;sd =2,5kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud =19,1kNm

q(z) = 1,000


Nc;ud = 739,9 kN

NEN6770(11.3-31 ):UC=


0,04 < 1


KK80/8 w-kip =1,00 Handmatig NEN6771(12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3 Profïelgegevens staaf C126-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03 m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355

fyai

= 355 N/mm2


Fu.C.1 op 1,769 m

Nx;sd =-79,3kN

Profielklasse = 1

Vy;sd =1,4kN

My;sd =0,6 kNm

a3(y) = 0,386

Vz;sd =0,3kN

Mz;sd =2,3 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 = 1,000

P 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

p 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000

Nc;ud = 739,9 kN

a 2 = 2,000 NEN6770(11.3-31):UC:

0,04 < 1


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -79,3 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,6 kNm

Mymid;sd = 0,3 kNm

Myequ;sd = 0,4 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 2,3kNm

Mzmid;sd = 1,1kNm

Mzequsd = 1,4kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y= 14,06

Chi-y = 0,267

e*y = 0,008

FeulerZ= 1.115,0 kN


n.z= 14,06

Chi-z = 0,964

e*z = 0,008

Terml = 0,107

ny/(ny-1) = 1,077

Factor2 = 0,052

nz/(nz-1) = 1,077

Factor4 = 0,019

Term4 = 0,107

ny/(ny-1)= 1,077

Factor6 = 0,019

nz/(nz-1) = 1,077

Factor8 = 0,105

UCy = 0,18

Terml = 0,107

Term2 = 0,056

Term3 = 0,021


Term5 = 0,021

Term6 = 0,113

Profïelgegevens staaf C127-V1 (0.000-1.769) KK80/8

Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0mm

Iz = 168.4e-08m4

Aw;y;el = 1.04e-03m2

Aw;y;pl= 1.04e-03m2

tw = 8,0mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

r = 12,0 mm

It = 302.7e-08 m4

Iwa = 0.0e-02 m6


Profielklasse = 1


S355





11.202


vy;sd =-1,3kN

My;sd = 0,4 kNm

a3(y) = 0,386

Vz;sd = -0,1 kN

Mz;sd = 2,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud =213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

p 1 =1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

P 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000


=1,000

a 2 = 2,000 NEN6770(11.3-31 ):UC=

0,03 < 1

Kiptoetsing C127-V1 (0.000-1.769) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,1/1,00*19,1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.96-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;ei = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03m2

It = 302.7e-08m4

Iwa = 0.0e-02 m6

r = 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,769 m

Nx;sd =-114,7 kN

Nc;ud = 739,9 kN

Vy;sd =1,6kN

My;sd =0,4 kNm

a3(y) = 0,386

Vz;sd =0,2kN

Mz;sd =2,7 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud =19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud =19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a 1 =1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

P 2 = 0,750

MNV;z;ud = 19,1kNm

q(z) = 1,000


Mysd/(w-kip*Myud) = 0,1/1,00*19,1

Profielklasse = 1

Nc;s;d = -114,7kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,4 kNm

Mymid;sd = 0,2 kNm

Myequ;sd = 0,3 kNm

wKip(Fu.C1) = 1,00

Mz;1;s;d = -0,2kNm

Mz;2;s;d = 2,7kNm

Mzmid;sd = 1,3kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y=9,72

Chi-y = 0,181


n.z = 9,72

Chi-z = 0,983 nz/(nz-1) = 1,115

FeulerZ= 1.115,0 kN

ny/(ny-1) = 1,115

Factor2 = 0,062

"ny/(ny-1)= 1,115

Factorö = 0,015

nz/(nz-1) = 1,115

Terml = 0,155

Term2 = 0,069

Term3 = 0,016

Term4 = 0,155 UCz = 0,31 Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,31< 1

Term5 = 0,016

Term6 = 0,142

Terml =0,155 Term4 = 0,155 UCy = 0,24


Profielgegevens staaf C129-V1 (0.000-1.769) KK80/8 Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0mm

ly=168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03 m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl = 1.04e-03 m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm Doorsnedetoetsing C129-V1 (0.000-1.769)


S355

fya(toi

= 355 N/mm2



11.202



Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =-1,6kN

My;sd = 0,1 kNm

a3(y) = 0,386

Vz;sd = 0,1 kN

Mz;sd = 2,1 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

a4(z) = 0,386

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

p 1 = 1,000

MNV;y;ud = 19,1 kNm

q(y) = 1,000

a 2 =2,000

B 2 = 0,750

MNV;z;ud =19,1 kNm

q(z) = 1,000

Nx;sd = 125,3 kN Nc;ud = 739,9 kN

NEN6770(11.3-31):UC= 0,01< 1 Kiptoetsing C129-V1 (0.000-1.769) KK80/8 w-kip = 1,00 Handmatig NEN6771 (12.2-3): UC = 0,00 < 1 Kip N.B., ivm buis/koker met h/b < 3

Mysd/(w-kip*Myud) = 0,0/1,00*19,1


Berekening

Staal

h = 80,0 mm

A = 2,08e-03 m2

Wy;el = 420.9e-07 m3

Wy;pl = 538.9e-07 m3

b = 80,0 mm

ly = 168.4e-08 m4

Wz;el = 420.9e-07 m3

Wz;pl = 538.9e-07 m3

tf = 8,0 mm

Iz = 168.4e-08 m4

Aw;y;el = 1.04e-03m2

Aw;y;pl = 1.04e-03m2

tw = 8,0 mm

Massa/m = 16,4 kg/m

Aw;z;el = 1.04e-03m2

Aw;z;pl= 1.04e-03m2

It = 302.7e-08 m4

Iwa = 0.0e-02 m6

r= 12,0 mm

S355



Profielklasse = 1

Fu.C.1 op 1,769 m

Nx;sd =-148,9 kN Nc;ud = 739,9 kN

Vy;sd =1,2kN

My;sd =0,2 kNm

Vz;sd =0,0kN

Mz;sd =2,4 kNm

a4(y) = 0,386

Vy;ud = 213,6 kN

My;ud = 19,1 kNm

a3(z)= 0,386 a4(z) = 0,386

a3(y) = 0,386

Vz;ud = 213,6 kN

Mz;ud = 19,1 kNm

NVy;ud = 739,9 kN

NVz;ud = 739,9 kN

MV;y;ud = 19,1 kNm

MV;z;ud = 19,1 kNm

a1

=1,000

P 1 = 1,000

MNV;y;ud = 18,9 kNm

q(y) = 1,000

a 2 = 2,000

P 2 = 0,750

MNV;z;ud = 18,9kNm

q(z) = 1,000



Profielklasse = 1

Nc;s;d = -148,9 kN

My;1;s;d = -0,1 kNm

My;2;s;d = 0,2 kNm

Mymid;sd = 0,1 kNm

Myequ;sd = 0,1 kNm

wKip(Fu.C.1) = 1,00

Mz;1;s;d = 0,2kNm

Mz;2;s;d = 2,4kNm

Mzmidjsd = 1,3kNm

Mzequsd = 1,5kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 1,769 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ= 1,769 m


n.y = 7,49

Chi-y = 0,083

e*y = 0,008

J=z;tot;s;d = -148,9kN

n.z = 7,49

Chi-z = 0,997

e*z = 0,008

ny/(ny-1)= 1,154

Factor2 = 0,067

nz/(nz-1) = 1,154

Factor4 = 0,007

ny/(ny-1)= 1,154

Factorij = 0,007

nz/(nz-1)= 1,154

Factor8 = 0,140

Terml = 0,201

Term2 = 0,078

Term3 = 0,008

Temi4 = 0,201 UCz = 0,37 Cons, gesch. M/phi NEN6771(12.3-2):UC = 0,37 < 1

Term5 = 0,008

Term6 = 0,161


Profielgegevens staaf C131-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r= 12,0 mm


S235

fyd(toegepast) = 235 N/mm2






Fu.C.4 op 2,200 m

Profielklasse = 1

Vy;sd =-1,7kN

My;sd =9,4kNm

a1 = 0,242

Vz;sd =6,8kN

Mz;sd =-2,0kNm

a2 = 0,043

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,822

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 387,2 kN

NVz;ud = 595,4 kN

MV;y;ud =16,9 kNm

MV;z;ud =13,8 kNm

<x1 =1,600

B1

=1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

P2

=1,000

MNV;z;ud = 13,8kNm


NEN6770(11.3-31):UC= 0,22 < 1 Kiptoetsing C131-V1 (0.000-2.200) Maatgevende combinatie:

Instab. curve Kip: a

Fu.C.5

Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.t. Kipsteun onderflens: N.v.t. Inklem, begin:

Beperk, eind:

b-eff(Begin) = 0,000

b-eff(Eind) = 0,000

Tabel gebruikt 10

M = 0,0kN/m

MBeta = 0,0

q = 0,8

Onderflens maatgevend

Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,43 (tabel)

C2(toegepast) = 0,00

C = 4,42 Profielklasse 1

Mke = 97,4 kNm

kred = 1.0

Lam-rel = 0,54

wKip(Fu.C.5) = 0,91

My;max;s;d = 0,5 kNm

My;u;d = 28,1 kNm

UC(y) = 0,02

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = 0,0 kNm

My;eind = 0,0 kNm

NEN6771(12.2-3):UC= 0,02 < 1 Profielgegevens staaf C132-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b= 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08m4

Aw;y;el = 1.28e-03m2

Aw;y;pl= 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r= 12,0 mm

S235



Fu.C.4 op 0,000 m


Profielklasse = 1

Vy;sd = 1,1 kN

My;sd =-7,3 kNm

Vz;sd =4,8kN

Mz;sd =-1,2 kNm

a2 = 0,031

Vy,ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,873

a1 = 0,242

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 374,4 kN

NVz;ud = 595,4 kN

MV;y;ud =16,2 kNm

MV;z;ud =13,8 kNm

a1

=1,600

p 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

P 2 = 1,000

MNV;z;ud = 13,8kNm

NEN6770(11.3-31):UC = 0,14 < 1 Kiptoetsing C132-V1 (0.000-2.200) Maatgevende combinatie:


Fu.C.5


Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = 0,0kN/m

MBeta = 0,0

q = 0,8

Bovenflens maatgevend

Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,44 (tabel)


C = 4,43

Mke = 97,5 kNm

kred = 1.0

Lam-rel = 0,54

Profielklasse 1

wKip(Fu.C.5) = 0,91


My;u;d = 28,1 kNm

UC(y) = 0,02

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = 0,0 kNm

My;eind = 0,0 kNm

NEN6771(12.2-3):UC= 0,02 < 1







Profielklasse = 1

No;s;d = 0,0 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNrn

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.595,7 kN FeulerZ = 988,8 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN Fz;tot;s;d = 0,0 kN

n.y = 246.297,70

Chi-y= 1,000

e*y= 0,004

n.z = 93.820,18

Chi-z= 1,000

e*z = 0,007

Terml = 0,000

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1) = 1,000

Factor4 = 0,001

Term4 = 0,000

ny/(ny-1)= 1,000

Factorö = 0,020

nz/(nz-1)= 1,000

Factor8 = 0,001

UCy = 0,02

Terml = 0,000

Term2 = 0,020

Term3 = 0,001

UCz = 0,02

Term4 = 0,000

Term5 = 0,020

Term6 = 0,001

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,02 < 1 Profielgegevens staaf C133-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pi = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pi = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

Iwa = 647.2e-11 m6

r = 12,0 mm

S235



Nc;ud = 595,4 kN

NVy;ud = 376,4 kN a1

Profielklasse = 1

Fu.C.4 op 0,000 m

Nx;sd =-4,6kN

=1,599

a 2 =1,599

Vy;sd =1,2kN

My;sd = -8,2 kNm

a1 = 0,242

Vz;sd = 5,1 kN

Mz;sd =-1,3 kNm

a2 = 0,033

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,865

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVz;ud = 595,4 kN B 1 = 1,000 8 2 =1,000

MV;y;ud =16,3 kNm MNV;y;ud = 28,1 kNm MNV;z;ud =13,8kNm

MV;z;ud =13,8 kNm


Fu.C.5


Aangrijphoogte van de last: 0,000 m vanaf hart profiel Klpsteun bovenflens: N.v.t. Kipsteun onderflens: N.v.t. Inklem, begin:

Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = 0,1kN/m

MBeta = 0,0

q = 0,8


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,43 (tabel)


C = 4,42

Mke = 97,3 kNm

kred = 1.0

Lam-rel = 0,54

Profielklasse 1

wKip(Fu.C.5) = 0,91


My;u;d = 28,1 kNm

UC(y) = 0,02

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = 0,1 kNm

My;eind = 0,0 kNm

NEN6771(12.2-3):UC= 0,02 < 1 Stabiliteitstoetsing C133-V1 (0.000-2.200) Profielklasse = 1


My;1 ;s;d = 1,4 kNm

My;2;s;d = -8,2 kNm

Mymid;sd = -3,0 kNm

Myequ;sd = 3,9 kNm

wKip(Fu.C.4) = 0,95

Mz;1 ;s;d = 1,3kNm

Mz;2;s;d = -1,3kNm

Mzmid;sd = O.OkNm

Mzequsd = 0,5kNm

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.595,7 kN FeuierZ = 988,8 kN

Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m


n.y = 569,40 n.z = 216,90

Chi-y= 1,000 Chi-z= 1,000


e*y = 0,004 e*z = 0,007




Terml = 0,008

ny/(ny-1)= 1,002

Factor2 = 0,147

Term4 = 0,008

ny/(ny-1)= 1,002

Factorê = 0,146

UCy = 0,19

Terml = 0,008

Term2 = 0,147

UCz = 0,19

Term4 = 0,008

Term5 = 0,147


nz/(nz-1)= 1,005 nz/(nz-1)= 1,005 Term3 = 0,038 Term6 = 0,041

Factor4 = 0,038 Factor8 = 0,040

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,19 < 1 Profielgegevens staaf C134-V1 (0.000-2.200) HE120A

Staal

h = 114,0 mm

A = 2,53e-03 m2

b = 120,0 mm

ly = 606.2e-08 m4

tf = 8,0 mm

Iz = 230.9e-08 m4

tw = 5,0 mm

Massa/m = 19,9 kg/m

S235


Wy;el = 106.3e-06 m3 Wz;el = 384.8e-07 m3 Aw;y;el = 1.28e-03m2 Aw;z;el = 4.90e-04 m2 It = 599.4e-10m4

r = 12,0 mm

Wy;pl = 119.5e-06m3 Wz;pl = 588.5e-07 m3 Aw;y;pl = 1.92e-03m2 Aw;z;pl = 1.08e-03 m2 Iwa = 647.2e-11 m6


Fu.C.4 op 0,000 m

Nx;sd =2,4kN

Profielklasse = 1

Vy;sd = 1,1 kN

My;sd = -6,8 kNm

Vz;sd =4,1kN

Mz;sd =-1,2 kNm

a1 = 0,242 a2 = 0,026

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

p = 0,891 q = 1,000

NVy;ud = 369,7 kN

NVz;ud = 595,4 kN

MV;y;ud =15,9 kNm

MV;z;ud = 13,8 kNm

a1

=1,600

B 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

B 2 = 1,000

MNV;z;ud = 13,8kNm

Nc;ud = 595,4 kN


Fu.C.4



Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -6,8kN/m

MBeta = 0,4

q = 0,7

Onderflens maatgevend Lsys = 2,200 m

Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09m6

C1 = 2,01

C2 = 0,05 (tabel)



Mke = 174,8 kNm

kred = 1.0

Lam-rel = 0,40

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,26

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,08

My;begin = -6,8 kNm

My;eind = 0,4 kNm

NEN6771 (12.2-3): UC = 0,26 < 1 Stabiliteitstoetsing C134-V1 (0.000-2.200) Maatgevende combinatie: Fu.C.5

Profielklasse = 1

Nc;s;d = 0,0 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = -0,1kNm

Mz;2;s;d = 0,1 kNm

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNrn

Methode Y = Cons, gesch. M/phi Methode Z = Cons, gesch. M/phi FeulerY = 2.595,7 kN FeulerZ= 988,8 kN

Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN

n.y = 104.394,72

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 39.766,23

Chi-z= 1,000

e*z = 0,007

Terml = 0,000

ny/(ny-1) = 1,000

Factor? = 0,020

nz/(nz-1)= 1,000

Factor4 = 0,003

Term4 = 0,000

ny/(ny-1)= 1,000

Factor6 = 0,020

nz/(nz-1) = 1,000

Factor8 = 0,003

UCy = 0,02

Terml = 0,000

Term2 = 0,020

Term3 = 0,003

UCz = 0,02

Term4 = 0,000

Temi5 = 0,020

Term6 = 0,003


Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3


S235






tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-O3m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r = 12,0 mm Doorsnedetoetsing C13S-V1 (0.000-2.200) Maatgevende combinatie:

Fu.C.4 op 0,000 m


Profielklasse = 1

Vy;sd =0,9kN

My;sd =-7,8 kNm

a1 = 0,242

Vz;sd =4,6kN

Mz;sd =-1,0 kNm

a2 = 0,030

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,877

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000 MV;z;ud =13,8 kNm

NVy;ud = 373,2 kN

NVz;ud = 595,4 kN

MV;y;ud = 16,1 kNm

a 1 =1,598

p 1 =1,000

MNV;y;ud = 28,1 kNm

a 2 =1,598

p 2 =1,000

MNV;z;ud = 13,8kNm


Fu.C.4



Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -7,8kN/m

MBeta = 0,7

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 2,01

C2 = 0,04 (tabel)



Mke = 174,4 kNm

kred = 1.0

Lam-rel = 0,40

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,29

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,07

My;begin = -7,8 kNm

My;eind = 0,7 kNm

NEN6771(12.2-3):UC= 0,29 < 1 Stabiliteitstoetsing C135-V1 (0.000-2.200) Maatgevende combinatie: Fu.C.5 Nc;s;d =-0,6 kN

My;1 ;s;d = 0,0 kNm

Profielklasse = 1 My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm Mzequsd = O.OkNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNm

Mzmid;sd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m


n.y = 4.093,76

Chi-y= 1,000

e*y = 0,004


n.z= 1.559,40

Chi-z= 1,000

e*z = 0,007

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1) = 1,001

Factor4 = 0,001

Term4 = 0,001

ny/(ny-1) = 1,000

Factorê = 0,020

nz/(nz-1) = 1,001

Factorö = 0,001

UCy = 0,02

Terml = 0,001

Term2 = 0,020

Term3 = 0,001

UCz = 0,02

Term4 = 0,001

Term5 = 0,020

Term6 = 0,001

Cons, gesch. M/phi NEN6771 (12.3-2): UC = 0,02 < 1 Profielgegevens staaf C136-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r = 12,0 mm

S235


Doorsnedetoetsing C136-V1 (0.000-2.200) Maatgevende combinatie: Nx;sd =4,9kN Nc;ud = 595,4 kN

Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd =-1,6kN

My;sd =-7,3 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd =0,9 kNm

a2 = 0,072

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,705

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000






NVy;ud = 417,0 kN

NVz;ud = 595,4 kN

MV;y;ud =18,5 kNm

a1

P 1 =1,000

MNV;y;ud = 28,1 kNm

p2

MNV;z;ud =13,8kNm

=1,599

a 2 = 1,599

=1,000

MV;z;ud = 13,8 kNm


Fu.C.4


Aangrijphoogte van de last: 0,000 m vanaf hart profiel Klpsteun bovenflens: N.v.t. Kipsteun onderflens: N.v.t. Inklem, begin:

Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -6,6kN/m

MBeta = 0,0

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,98

C2 = 0,05 (tabel)


C = 7,78

Mke= 171,4 kNm

kred = 1.0

Lam-rel = 0,40

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,25

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,05

My;begin = -6,6 kNm

My;eind = 0,0 kNm


Profielklasse = 1

Nc;s;d = 0,0 kN

My;1;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = -0,2kNm

Mz;2;s;d = 0,2kNm

Mzmid;sd = O.OkNm

Mzequsd = 0,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

FeulerZ = 988,8 kN Terml = 0,000 Term4 = 0,000 UCy = 0,02

Fy;tot;s;d = 0,0 kN

n.y = 78.628,78

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 29.951,42

Chi-z= 1,000

e*z = 0,007

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1)= 1,000

Factor4 = 0,004

ny/(ny-1)= 1,000

Factorfi = 0,020

nz/(nz-1)= 1,000

Factor8 = 0,004

Terml = 0,000

Term2 = 0,020

Term3 = 0,004

Term4 = 0,000

Term5 = 0,020

Term6 = 0,004



Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10 m4

Iwa = 647.2e-11 m6

r = 12,0 mm

S235



Fu.C.1 op 0,000 m

Nx;sd =1,7kN

Profielklasse = 1

Vy;sd =-0,9kN

My;sd =-8,3 kNm

a1 = 0,242

Vz;sd =12,0kN

Mz;sd =0,2 kNm

a2 = 0,073

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,698

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 418,5 kN

NVz;ud = 595,4 kN

MV;y;ud = 18,5 kNm

MV;z;ud =13,8 kNm

a1

=1,600

p 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

P 2 = 1,000

MNV;z;ud = 13,8kNm

Nc;ud = 595,4 kN


Fu.C.4



Beperk, eind:



b-eff(Eind) = 0,000




11.202 Geert Siereveld m, klsl, kNm

Tabel gebruikt 10

M = -7,6kN/m

MBeta = 0,3

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,99

C2 = 0,04 (tabel)


C = 7,83

Mke= 172,3 kNm

kred = 1.0

Lam-rel = 0,40

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,28

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,05

My;begin = -7,6 kNm

My;eind = 0,3 kNm


Profielklasse = 1

Nc;s;d = -4,5 kN

My;1;s;d = 0,3kNm

My;2;s;d = -7,6 kNm

Mymid;sd = -3,2 kNm

Myequ;sd = 4,0 kNm

wKip(Fu.C.4) = 0,95

Mz;1;s;d = -0,7kNm

Mz;2;s;d = 0,7kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,3kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m


n.y = 581,63

Chi-y= 1,000

e*y = 0,004


n.z = 221,56

Chi-z= 1,000

e*z = 0,007

ny/(ny-1)= 1,002

Factor2 = 0,150

nz/(nz-1) = 1,005

Factor4 = 0,022

ny/(ny-1)= 1,002

Factorö = 0,149

nz/(nz-1) = 1,005

Factor8 = 0,024

Terml = 0,007

Term2 = 0,150

Term3 = 0,022


Term5 = 0,149

Term6 = 0,024



Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06 m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

Iwa = 647.2e-11 m6

r= 12,0 mm

S235



Fu.C.1 op 0,000 m

Nx;sd =4,8kN

Profielklasse = 1

Vy;sd =-0,4kN

My;sd =-7,3 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd =-0,5 kNm

a2 = 0,071 p = 0,706 q = 1,000 MV;z;ud = 13,8 kNm

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

NVy;ud = 416,6 kN

NVz;ud = 595,4 kN

MV;y;ud =18,4 kNm

a1

=1,599

B 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,599

B 2 = 1,000

MNV;z;ud = 13,8kNm

Nc;ud = 595,4 kN


Fu.C.4



Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -6,4kN/m

MBeta = -0,3

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09m6

C1 = 1,94

C2 = 0,05 (tabel)


C = 7,64

Mke = 168,3 kNm

kred = 1.0

Lam-rel = 0,41

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,24

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,05

My;begin = -6,4 kNm

My;eind = -0,3 kNm

NEN6771(12.2-3):UC= 0,24 < 1



Projectnummer



Constructeur Eenheden


Profielklasse = 1

Nc;s;d = 0,0 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = -0,2kNm

Mz;2;s;d = 0,2kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN

n.y = 69.602,85

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 26.513,25

Chi-z= 1,000

e*z = 0,007

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1)= 1,000

Factor4 = 0,005

ny/(ny-1)= 1,000

Factorö = 0,020

nz/(nz-1)= 1,000

Factorö = 0,005

Terml = 0,000

Term2 = 0,020

Term3 = 0,005


Term5 = 0,020

Term6 = 0,005


Profielgegevens staaf C139-V1 (0.000-2.200) HE120A Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r= 12,0 mm

S235

fyd(toegepast>= 235 N/mm2


Profielklasse = 1

Fu.C.1 op 0,000 m

Nx;sd =4,5kN

Vy;sd =-1.1 kN

My;sd =-7,9 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd = 0,3 kNm

a2 = 0,071

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,706

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 416,6 kN

NVz;ud = 595,4 kN

MV;y;ud =18,4 kNm

MV;z;ud =13,8 kNm

a1

B1

=1,000

MNV;y;ud = 28,1 kNm

P 2 = 1,000

MNV;z;ud = 13,8kNm

Nc;ud = 595,4 kN

=1,599

a 2 =1,599 NEN6770(11.3-31):UC = 0,13 < 1 Kiptoetsing C139-V1 (0.000-2.200) Maatgevende combinatie:

Fu.C.4


Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.t. Kipsteun onderflens: N.v.t.

Inklem, begin:

Beperk, eind:


Tabel gebruikt 10

M = -7,4kN/m

MBeta = 0,2

b-eff(Eind) = 0,000 q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09 m6

C1 = 1,98

C2 = 0,04 (tabel)



Mke= 171,5 kNm

kred = 1.0

Lam-rel = 0,40

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,28

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,03

My;begin = -7,4 kNm

My;eind = 0,2 kNm


Profielklasse = 1

Nc;s;d = -0,9 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,1 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNrn

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = -0,9 kN Fz;tot;s;d = -0,9 kN ny/(ny-1)-1,000

n.y = 3.017,31 n.z= 1.149,36 Factor2 = 0,020

Chi-y= 1,000

Terml = 0,001


Chi-z= 1,000 nz/(nz-1) = 1,001

e*y = 0,004 e*z = 0,007 Factor4 = 0,000





Term4 = 0,001

ny/(ny-1) = 1,000

Factorê = 0,020

nz/(nz-1) = 1,001

UCy = 0,02

Terml = 0,001

Term2 = 0,020

Term3 = 0,000

UCz = 0,02

Temi4 = 0,001

Term5 = 0,020

Term6 = 0,000

Factor8 = 0,000

Cons, gesch. M/phi NEN6771(12.3-2):UC= 0,02 < 1 Profielgegevens staaf C140-V1 (0.000-2.200) HE120A Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

Iwa = 647.2e-11 m6

r= 12,0 mm

S235



Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd = -1,8kN

My;sd =-7,3 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd =1,1 kNm

a2 = 0,071

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,706

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 416,6 kN

NVz;ud = 595,4 kN

MV;y;ud =18,4 kNm

MV;z;ud = 13,8 kNm

a1

=1,599

B 1 =1,000

MNV;y;ud = 28,1 kNm

a 2 =1,599

3 2 = 1,000

MNV;z;ud = 13,8kNm




Fu.C.4

Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.L Kipsteun onderfiens: N.v.t. Inklem, begin:

Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -6,3kN/m

MBeta = -0,3

q = 0,7

Onderfiens maatgevend

Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09m6

C1 =1,93

C2 = 0,05 (tabel)


C = 7,60

Mke = 167,4 kNm

kred = 1.0

Lam-rel = 0,41

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,24

wKipZ = 1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,01

My;begin = -6,3 kNm

My;eind = -0,3 kNm

NEN6771(12.2-3): UC = 0,24 < 1 Stabiliteitstoetsing C140-V1 (0.000-2.200) Maatgevende combinatie: Fu. C.5 Nc;s;d = 0,0 kN My;1;s;d = 0,0kNm wKip(Fu.C.5) = 0,91 Mz;1;s;d = 0,2kNm


Myequ;sd = 0,5 kNm

Mz;2;s;d = -0,2kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,1kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN

n.y = 69.636,45

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 26.526,05

Chi-z= 1,000

e*z = 0,007

ny/(ny-1) = 1,000

Factor2 = 0,020

nz/(nz-1) = 1,000

Factor4 = 0,005

ny/(ny-1)= 1,000

Factorö = 0,020

nz/(nz-1) = 1,000

Factor8 = 0,005

Terml = 0,000

Term2 = 0,020

Term3 = 0,005


Term5 = 0,020

Term6 = 0,005

FeuierZ = 988,8 kN Terml = 0,000 Term4 = 0,000 UCy = 0,02

Profielgegevens staaf C141-V1 (0.000-2.200) HE120A Berekening

Staal

h = 114,0mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m 3

Wy;pl = 119.5e-06 m 3

b=120,0mm

Iy = 606.2e-08m4

Wz;el = 384.8e-07 m 3

Wz;pl = 588.5e-07 m 3


S235






tf = 8,0 mm

lz = 230.96-08 m4

Aw;y;el = 1.28e-03 m2

Aw;y;pl = 1.92e-03 m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6


Profielklasse = 1

Fu.C.1 op 0,000 m Vy;sd =-1,2kN

My;sd =-8,3 kNm

a1 = 0,242

Vz,sd =12,0kN

Mz;sd =0,5 kNm

a2 = 0,073

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,699

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 418,4 kN

NVz;ud = 595,4 kN

MV;y;ud =18,5 kNm

MV;z;ud =13,8 kNm

a 1 =1,600

p 1 =1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

p 2 =1,000

MNV;z;ud = 13,8kNm




Fu.C.4


Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -7,5kN/m

MBeta = 0,2

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,98

C2 = 0,04 (tabel)


C = 7,80

Mke = 171,8 kNm

kred = 1.0

Lam-rel = 0,40

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,28

wKipZ = 1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = -7,5 kNm

My;eind = 0,2 kNm

NEN6771(12.2-3):UC= 0,28 < 1 Stabiliteitstoetsing C141 ■V1 (0.000-2.200) Maatgevende combinatie: Fu.C.4

Profielklasse = 1

Nc;s;d = -4,5 kN

My;1;s;d = 0,2kNm

My;2;s;d = -7,5 kNm

Mymid;sd = -3,2 kNm

Myequ;sd = 4,0 kNm

wKip(Fu.C.4) = 0,95

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNm

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z)=N.B.

LbucZ = 2,200 m


n.y = 581,88

Chi-y= 1,000

e*y = 0,004


n.z=221,65

Chi-z= 1,000

e*z = 0,007

Terml = 0,007

ny/(ny-1)= 1,002

Factor2 = 0,149

nz/(nz-1) = 1,005

Factor4 = 0,001

Term4 = 0,007

ny/(ny-1)= 1,002

Factor6 = 0,149

nz/(nz-1) = 1,005

Factor8 = 0,004

UCy = 0,16

Terml = 0,007

Term2 = 0,150

Term3 = 0,001

UCz = 0,16

Term4 = 0,007

Term5 = 0,149

Term6 = 0,004

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,16 < 1 Profielgegevens staaf C142-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;ei = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

Iwa = 647.2e-11 m6

r= 12,0 mm

S235


Doorsnedetoetsing C142-V1 (0.000-2.200) Maatgevende combinatie: Nx;sd =4,9kN Nc;ud = 595,4 kN

Fu.C.1 op 0,000 m

Profielklasse = 1

Vyjsd =-0,6kN

My;sd =-7,3 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd =-0,2 kNm

a2 = 0,071

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,705

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000






NVy;ud = 416,7 kN

NVz;ud = 595,4 kN

MV;y;ud =18,5 kNm

a 1 = 1,599

P 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,599

p 2 = 1,000

MNV;z;ud = 13,8kNm

MV;z;ud =13,8 kNm


Fu.C.4


Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.t. Kipsteun onderfiens: N.v.t. Inklem, begin:

Beperk, eind:


b-eff(Elnd) = 0,000

Tabel gebruikt 10

M = -6,4kN/m

MBeta = -0,2

q = 0,7

Onderfiens maatgevend

Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,95

C2 = 0,05 (tabel)


C = 7,67

Mke = 168,9 kNm

kred = 1.0

Lam-rel = 0,41

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,24

wKipZ=1,00

lkip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,01

My;begin = -6,4 kNm

My;eind = -0,2 kNm


Profielklasse = 1

Nc;s;d = 0,0 kN

My;1;s;d = 0,0kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,2kNm

Mz;2;s;d = -0,2kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,1 kNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN

n.y = 78.586,94

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 29.935,48

Chi-z= 1,000

e*z = 0,007

ny/(ny-1) = 1,000

Factor2 = 0,020

nz/(nz-1) = 1,000

Factor4 = 0,004

ny/(ny-1)= 1,000

Factorö = 0,020

nz/(nz-1) = 1,000

Factor8 = 0,004

Terml = 0,000

Term2 = 0,020

Term3 = 0,004


Term5 = 0,020

Term6 = 0,004



Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03 m2

tw = 5,0mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03 m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r= 12,0 mm

S235



Fu.C.1 op 0,000 m


Profielklasse = 1

Vy;sd =-1,1kN

My;sd =-7,9 kNm

Vz;sd =11,8kN

Mz;sd =0,3 kNm

a1 = 0,242 a2 = 0,072

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,704

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 417,1 kN

NVz;ud = 595,4 kN

MV;y;ud =18,5 kNm

MV;z;ud =13,8 kNm

a1

=1,599

P 1 = 1,000

MNV;y;ud = 28,1 kNm

a 2 =1,599

P 2 = 1,000

MNV;z;ud = 13,8kNm


Fu.C.4

Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.t. Kipsteun onderfiens: N.v.t.







Inklem, begin:

Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -7,6kN/m

MBeta = 0,5

q = 0,7


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 2,00

C2 = 0,04 (tabel)


C = 7,87

Mke= 173,4 kNm

kred = 1.0

Lam-rel = 0,40

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,29

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,02

My;begin = -7,6 kNm

My;eind = 0,5 kNm

NEN6771(12.2-3):UC= 0,29 < 1 Stabiliteitstoetsing C143-V1 (0.000-2.200) Maatgevende combinatie: Fu.C.5 Nc;s;d = -0,6 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,OkNm

Mz;2;s;d = O.OkNrn

Mzmid;sd = O.OkNm

Mzequsd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m


n.y = 4.093,74 n.z= 1.559,39

Chi-y= 1,000 Chi-z= 1,000

e*y = 0,004 e*z = 0,007

Terml = 0,001

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1) = 1,001

Factor4 = 0,001

Term4 = 0,001

ny/(ny-1)= 1,000

Factor6 = 0,020

nz/(nz-1) = 1,001

Factor8 = 0,001

UCy = 0,02

Terml = 0,001

Term2 = 0,020

Term3 = 0,001

UCz = 0,02

Term4 = 0,001

Temi5 = 0,020

Term6 = 0,001

Cons, gesch. M/phi NEN6771(12.3-2): UC = 0,02 < 1 Profielgegeverts staaf C144-V1 (0.000-2.200) HE120A

Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6

r = 12,0 mm

S235



Fu.C.1 op 0,000 m

Nx;sd =5,0kN

Profielklasse = 1

Vy;sd =-1,6kN

My;sd = -7,1 kNm

a1 = 0,242

Vz;sd =11,7kN

Mz;sd =0,9 kNm

a2 = 0,071

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,705

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 416,8 kN

NVz;ud = 595,4 kN

MV;y;ud =18,5 kNm

MV;z;ud =13,8 kNm

a1

P 1 = 1,000

MNV;y;ud = 28,1 kNm

B 2 =1,000

MNV;z;ud = 13,8kNm

Nc;ud = 595,4 kN

=1,599

a 2 =1,599 NEN6770(11.3-31):UC:

0,12 < 1

Kiptoetsing C144-V1 (0.000-2.200) Maatgevende combinatie:

Fu.C.4



Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = -6,5kN/m

MBeta = 0,1

q = 0,7


Xb;lst= 0,000 m

Xe;lst= 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

C1 = 1,99

C2 = 0,05 (tabel)


lwa = 6.4719e-09m6 C = 7,86

Mke= 173,0 kNm

kred = 1.0

Lam-rel = 0,40

Profielklasse 1

wKip(Fu.C.4) = 0,95


My;u;d = 28,1 kNm

UC(y) = 0,24

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,03

My;begin = -6,5 kNm

My;eind = 0,1 kNm

NEN6771(12.2-3):UC= 0,24 < 1







Profielklasse = 1

Nc;s;d = 0,0 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,1kNm

Mz;2;s;d = -0,1kNm

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNm


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m

Fy;tot;s;d = 0,0 kN Fz;tot;s;d = 0,0 kN

n.y = 104.465,91

Chi-y= 1,000

e*y = 0,004

n.z = 39.793,35

Chi-z= 1,000

e*z = 0,007

Terml = 0,000

ny/(ny-1) = 1,000

Factor2 = 0,020

nz/(nz-1) = 1,000

Factor4 = 0,003

Term4 = 0,000

ny/(ny-1) = 1,000

Factors = 0,020

nz/(nz-1) = 1,000

Factor8 = 0,003

UCy = 0,02

Terml = 0,000

Term2 = 0,020

Term3 = 0,003

UCz = 0,02

Term4 = 0,000

Term5 = 0,020

Term6 = 0,003


Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03 m2

It = 599.4e-10m4

Iwa = 647.2e-11 m6

r = 12,0 mm

S235



Profielklasse = 1

Fu.C.4 op 0,000 m


Vy;sd =-0,5kN

My;sd =-8,0 kNm

a1 = 0,242

Vz;sd =5,0kN

Mz;sd = 0,6 kNm

a2 = 0,032

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,869

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000 MV;z;ud = 13,8 kNm

NVy;ud = 375,3 kN

NVz;ud = 595,4 kN

MV;y;ud =16,2 kNm

a 1 =1,599

p 1 =1,000

MNV;y;ud = 28,1 kNm

a 2 =1,599

p 2 =1,000

MNV;z;ud = 13,8kNm


Fu.C.5


Aangrijphoogte van de last: 0,000 m vanaf hart profiel Kipsteun bovenflens: N.v.t. Kipsteun onderflens: N.v.t. Inklem, begin: Tabel gebruikt 10

Beperk, eind:


b-eff(Eind) = 0,000

M = 0,1kN/m

MBeta = 0,0

q = 0,8


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

Iwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,43 (tabel)


C = 4,42

Mke = 97,3 kNm

kred = 1.0

Lam-rel = 0,54

Profielklasse 1

wKip(Fu.C.5) = 0,91


My;u;d = 28,1 kNm

UC(y) = 0,02

wKlpZ=1,00

Ikip = 2,200 m

Mz;ud= 13,8 kNm

UC(z) = 0,00

My;begin = 0,1 kNm

My;eind = 0,0 kNm

NEN6771(12.2-3):UC= 0,02 < 1


Profielklasse = 1

Nc;s;d = -4,5 kN

My;1;s;d = 1,2kNm

My;2;s;d = -8,0 kNm

Mymid;sd = -3,0 kNm

Myequ;sd = 3,9 kNm

wKip(Fu.C.4) = 0,95

Mz;1;s;d = -0,6kNm

Mz;2;s;d = 0,6kNm

Mzmid;sd = O.OkNrn

Mzequsd = 0,2kNm


Ca(y) = 0,000

Cb(y) = 0,000

Lknik Y = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

LbucZ = 2,200 m


n.y = 571,91 n.z = 217,85

Chi-y = 1,000 Chi-z = 1,000


e*y = 0,004 e*z = 0,007





Terml = 0,008

ny/(ny-1) = 1,002

Factor2 = 0,146

nz/(nz-1)= 1,005

Factor4 = 0,016

Term4 = 0,008

ny/(ny-1) = 1,002

Factorê = 0,145

nz/(nz-1) = 1,005

Factors = 0,018

UCy = 0,17

Terml = 0,008

Term2 = 0,146

Term3 = 0,016

UCz = 0,17

Term4 = 0,008

Tenn5 = 0,145

Temn6 = 0,018


Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3

Wy;pl = 119.5e-06m3

b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

Iz = 230.9e-08 m4

Aw;y;el = 1.28e-03 m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03 m2

It = 599.46-10 m4

lwa = 647.2e-11 m6

r = 12,0 mm

S235



Profielklasse = 1

Fu.C.4 op 0,000 m Vy;sd =-0,4kN

My;sd = -7,1 kNm

a1 = 0,242

Vz;sd =4,6kN

Mz;sd = 0,4 kNm

a2 = 0,030

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,877

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000

NVy;ud = 373,3 kN

NVz;ud = 595,4 kN

MV;y;ud = 16,1 kNm

MV;z;ud =13,8 kNm

a 1 =1,600

B 1 =1,000

MNV;y;ud = 28,1 kNm

a 2 =1,600

B 2 =1,000

MNV;z;ud = 13,8kNm



Fu.C.5



Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = 0,0kN/m

MBeta = 0,0

q = 0,8


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,44 (tabel)


C = 4,43

Mke = 97,5 kNm

kred = 1.0

Lam-rel = 0,54

Profielklasse 1

wKip(Fu.C.5) = 0,91


My;u;d = 28,1 kNm

UC(y) = 0,02

wKipZ=1,00

Ikip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = 0,0 kNm

My;eind = 0,0 kNm


Profielklasse = 1

Nc;s;d = 0,0 kN

My;1 ;s;d = 0,0 kNm

My;2;s;d = 0,0 kNm

Mymid;sd = 0,5 kNm

Myequ;sd = 0,5 kNm

wKip(Fu.C.5) = 0,91

Mz;1;s;d = 0,0kNm

Mz;2;s;d = O.OkNrn

Mzmid;sd = O.OkNrn

Mzequsd = O.OkNrn


Ca(y) = 0,000

Cb(y) = 0,000

LknikY = 2,200 m

Ca(z) = N.B.

Cb(z) = N.B.

Lbuc Z = 2,200 m

Fy;tot;s;d = 0,0 kN

n.y = 246.007,27

Chi-y= 1,000

e*y = 0,004

Fz;tot;s;d = 0,0 kN

n.z = 93.709,55

Chi-z= 1,000

e*z = 0,007

ny/(ny-1)= 1,000

Factor2 = 0,020

nz/(nz-1) = 1,000

Factor4 = 0,001

Term4 = 0,000

ny/(ny-1)= 1,000

Factor6 = 0,020

nz/(nz-1)= 1,000

Factor8 = 0,001

UCy = 0,02 UCz = 0,02

Terml =0,000 Term4 = 0,000

Term2 = 0,020 Term5 = 0,020

Term3 = 0,001 Term6 = 0,001

FeulerZ = 988,8 kN Terml = 0,000


Berekening

Staal

h = 114,0 mm

A = 2,53e-03 m2

Wy;el = 106.3e-06 m3


S235

fyd(toegepast) = 235 N/mm2 Wy;pl = 119.5e-06 m3



11.202



b = 120,0 mm

ly = 606.2e-08 m4

Wz;el = 384.8e-07 m3

Wz;pl = 588.5e-07 m3

tf = 8,0 mm

lz = 230.9e-08m4

Awjy;el = 1.28e-03m2

Aw;y;pl = 1.92e-03m2

tw = 5,0 mm

Massa/m = 19,9 kg/m

Aw;z;el = 4.90e-04 m2

Aw;z;pl = 1.08e-03m2

It = 599.4e-10m4

lwa = 647.2e-11 m6


Fu.C.4 op 0,000 m


Profielklasse = 1

Vy;sd =-1,1 kN

My;sd =-10,0 kNm

a1 = 0,242

Vz;sd =7,4kN

Mz;sd =1,2 kNm

a2 = 0,046

Vy;ud = 260,5 kN

My;ud = 28,1 kNm

p = 0,808

Vz;ud = 146,2 kN

Mz;ud =13,8 kNm

q = 1,000 MV;z;ud = 13,8 kNm

NVy;ud = 390,8 kN

NVz;ud = 595,4 kN

MV;y;ud = 17,1 kNm

a1

pi

=1,000

MNV;y;ud = 28,1 kNm

p 2 = 1,000

MNV;z;ud = 13,8kNm

=1,600

a 2 =1,600 NEN6770(11.3-31):UC = 0,21 < 1 Kiptoetsing C147-V1 (0.000-2.200) Maatgevende combinatie:


Fu.C.5


Beperk, eind:


b-eff(Eind) = 0,000

Tabel gebruikt 10

M = 0,0kN/m

MBeta = 0,0

q = 0,8


Xb;lst = 0,000 m

Xe;lst = 2,200 m

1st = 2,200 m

Lsys = 2,200 m

Lg = 2,200 m

S = 0,530 m

lwa = 6.4719e-09m6

C1 = 1,12

C2 = 0,43 (tabel)


C = 4,42

Mke = 97,4 kNm

kred = 1.0

Lam-rel = 0,54

Profielklasse 1

wKip(Fu.C.5) = 0,91


My;u;d = 28,1 kNm

UC(y) = 0,02

wKipZ=1,00

lkip = 2,200 m

Mz;ud = 13,8 kNm

UC(z) = 0,00

My;begin = 0,0 kNm

My;eind = 0,0 kNm

NEN6771(12.2-3):UC= 0,02 < 1 Profielgegevens staaf C148-V1 (0.000-3.406) R100x10

Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235


)


Fu.C.4 op 3,406 m

Nx;sd = 111,1 kN Nc;ud = 235,0 kN

Profielklasse = 1

Vy;sd =0,1kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd =-0,2kN

Mz;sd =0,2 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud =0,6 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud =5,9 kNm

q = 1,000 MV;z;ud =0,0 kNm

NVz;ud = 0,0 kN

MV;y;ud =0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 = 0,000

p 2 = 0,000

MNV;z;ud =0,0kNm

NVy;ud =0,0kN

-

NEN6770 (11.4-3): UC= 0,67 < 1 Profielgegevens staaf C149-V1 (0.000-3.406) R100x10

Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm tw = 0,0 mm r = 0,0 mm

Iz=833.3e-09m4 Massa/m = 7,9 kg/m

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2 Aw;z;pl = 1.Q0e-03m2 Iwa = 0.0e-02 m6

Doorsnedetoetsing C149-V1 (0.000-3.406)


S235


Aw;z;el = 1.00e-03m2 It = 312.3e-10m4


Brug Doorslag Berekening vakwerk Gemeente Nieuwegein Fu.C.4 op 0,000 m

11.202



Profielklasse = 3

Vy;sd = 0,1 kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd = 0,2kN

Mz;sd = -0,1 kNm

a2 = 0,002

Vyjud = 135,7 kN

My;ud = 0,4 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud = 3,9 kNm

q = 1,000

NVy;ud =0,0kN

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud = 0,0 kNm

a 1 = 0,000

P 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 =0,000

P 2 = 0,000

MNV;z;ud =0,0kNm

Nx;sd =-86,4kN Nc;ud = 235,0 kN

NEN6770(11.4-3): UC = 0,63 < 1 Profielgegevens staaf C150-V1 (0.000-3.406) R100x10

Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el= 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235



Fu.C.4 op 0,000 m

Profielklasse = 1

Vy;sd =0,1 kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd =0,2kN

Mz;sd = -0,1 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud =0,6 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud = 5,9 kNm

q = 1,000

NVy;ud =0,0kN

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud =0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 = 0,000

p 2 = 0,000

MNV;z;ud = O.OkNrn


NEN6770(11.4-3): UC= 0,46 < 1 Profielgegevens staaf C151-V1 (0.000-3.406) R100x10 Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03 m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10 m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235



J

Fu.C.4 op 0,000 m

Nx;sd =-41,8kN Nc;ud = 235,0 kN

Profielklasse = 3

Vyjsd =0,0kN

My;sd = -0,1 kNm

Vz;sd =0,2kN

Mz;sd = -0,1 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud = 0,4 kNm

p = 0,995

a1 = 0,500

Vz;ud = 135,7 kN

Mz;ud =3,9 kNm

q = 1,000

NVy;ud = 0,0 kN

NVz;ud =0,0kN

MV;y;ud = 0,0 kNm

MV:z:ud = 0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 = 0,000

P 2 = 0,000

MNV;z;ud =0,0kNm

NEN6770 (11.4-3): UC = 0,43 < 1 Profielgegevens staaf C152-V1 (0.000-3.406) R100x10

Berekening

Staal

h = 10,0mm

A=1,00e-03 m2

Wy;el = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03 m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10m4

Iwa = 0.0e-02 m6

Profielklasse = 1 My;sd = -0,1 kNm Mz;sd = -0,1 kNm

a1 = 0,500 a2 = 0,002

r = 0,0 mm

S235


Doorsnedetoetsing C152-V1 (0.000-3.406) Maatgevende combinatie: Nx;sd =22,4kN

Fu.C.4 op 0,000 m Vy;sd =0,0kN Vz;sd =0,2kN






Vy;ud = 135,7 kN

My;ud = 0,6 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud =5,9 kNm

q = 1,000

NVy;ud = 0,0 kN

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud = 0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 = 0,000

P 2 = 0,000

MNV;z;ud =0,0kNm

Nc;ud = 235,0 kN

NEN6770 (11.4-3): UC= 0,26 < 1 Profielgegevens staaf C153-V1 (0.000-3.406) R100x10

Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03 m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235



Fu.C.1 op 0,000 m

Profielklasse = 1

Vy;sd = -0,1 kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd =0,2kN

Mz;sd = 0,1 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud =0,6 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud =5,9 kNm

q = 1,000

NVy;ud =0,0kN

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud =0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud = 0,0 kNm

a 2 = 0,000

p 2 = 0,000

MNV;z;ud = O.OkNm

Nx;sd = 5,5 kN Nc;ud = 235,0 kN


Berekening

Staal

h = 10,0 mm

A = 1,00e-03 m2

Wy;el = 166.7e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03m2

Aw;z;pl = 1.00e-03m2

It = 312.3e-10m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235



Fu.C.4 op 3,406 m

Profielklasse = 3

Vy;sd =0,0kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd =-0,2kN

Mz;sd = -0,1 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud = 0,4 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud =3,9 kNm

q = 1,000

NVy;ud = 0,0 kN

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud =0,0 kNm

a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0 kNm

a 2 =0,000

P 2 = 0,000

MNV;z;ud =0,0kNm

Nx;sd = -22,1 kN Nc;ud = 235,0 kN


Berekening

Staal

h = 10,0mm

"

A=1,00e-03 m2

Wy;ei = 166.7e-08 m3

Wy;pl = 250.0e-08 m3

b = 100,0 mm

ly = 833.3e-11 m4

Wz;el = 166.7e-07 m3

Wz;pl = 250.0e-07 m3

tf = 0,0 mm

Iz = 833.3e-09 m4

Aw;y;el = 1.00e-03m2

Aw;y;pl = 1.00e-03m2

tw = 0,0 mm

Massa/m = 7,9 kg/m

Aw;z;el = 1.00e-03m2

Aw;z;pl = 1.00e-03m2

It=312.3e-10m4

Iwa = 0.0e-02 m6

r = 0,0 mm

S235


Doorsnedetoetsing C1S5-V1 (0.000-3.406) Maatgevende combinatie: Nx;sd = 46,8 kN Nc;ud = 235,0 kN

NVy;ud = 0,0 kN

Fu.C.4 op 0,000 m

Profieiklasse = 1

Vy;sd = -0,1 kN

My;sd = -0,1 kNm

a1 = 0,500

Vz;sd =0,2kN

Mz;sd = 0,1 kNm

a2 = 0,002

Vy;ud = 135,7 kN

My;ud = 0,6 kNm

p = 0,995

Vz;ud = 135,7 kN

Mz;ud = 5,9 kNm

q = 1,000

NVz;ud =0,0kN

MV;y;ud =0,0 kNm

MV;z;ud =0,0 kNm





a 1 = 0,000

p 1 = 0,000

MNV;y;ud =0,0kNm

a 2 = 0,000

P 2 = 0,000

MNV;z;ud =0,0kNm

NEN6770 (11.4-3): UC = 0,38 < 1

N



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