15650 150
4000
1200 150 150
7340
1150
150
11150
150
ABJL & PARTNERS
1200 150 150
3850
2500
Architecture + Design + Planning
150
Address:
4000
150
6000
150
5001
150
5900
150 1800 150
fax: phone: email:
2200
2950
1300 500
2967
3000
1
2
3
A104
A104
A104
150
website:
150
2500
Pool Bedroom
CONCRETE concrete quality B25 environmentalclass 5a cement quality pc cement class A reinforcement FeB 500 STEEL steel quality Fe360 bolts quality 8.8 anchorbolts quality 4.6 min. welding angle 4mm surface treatment according construction specifications
800
2070
Douche
150
150
A104
1650
150
150
7
150
5200
917 150
2800
1503 417 150 150
2200 150
1150 150
2800
WOOD standard lumber quality dryness class 3 standard dress size
150 1200
8847
9375
2200 150
CONCRETE COVER beams column footings columns foundation
11242
2733
1503 417 150 150
5000
Paradera 3-A Aruba (Dutch Caribbean) 297-583-5890 297-583-3778
[email protected] http://www.abjl.com
30mm 35mm 35mm 40mm
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY DIMENSIONS ON SITE CONTRACTOR IS REQUIRED TO CHECK AND VERIFY WITH D.O.W. TRAFFIC DEPARTMENT PRIOR IN COMMENCING WORK, IN ORDER TO PLAN THE BEST FINISH FLOOR HEIGHT(PEIL) OF THE BUILDING. ACCORDING TO D.O.W., THE FINISH FLOOR HEIGHT OF A BUILDING SHOULD BE MINIMUM 20 CM ABOVE NEAREST ASPHALT ROAD. THIS IS TO AVOID OR MINIMIZE FLOODING ISSUES. IN CASE OF A SAND ROAD, WHERE NO ASPHALT ROAD HAS BEEN BUILT YET, CONTRACTOR MUST VERIFY WITH D.O.W. TRAFFIC DEPARTMENT FOR THE CORRECT HEIGHT OF THE NEW ASPHALT ROAD TO BE PROJECTED.
4 A104
150
150
Pool
150
C1
150 0
150 4000
11995
150 4000
18147
150
150
DIMENSION IN MM(MILLIMETERS)
150
1050 150 150
150 3650 150 6550
150 0 C1
2475 150 1525 150
3395
150
8805
150
3525
400
3525
150
150
150
C1
1350 150 150
Project Description:
New House
Project Location:
Picaron
Project Name:
Picus Minimalistic Residence
Project Number:
2010A-025
Project Architect:
G. Laclé
Project Start Date:
02-23-2010
Print Date:
11/26/2010 11:23:57 AM
PAPER FORMAT:
A1
REVIT FILE:
6990
1200 1125 1525 150 150 150 150
3990
150
7650
3475 1000 150 10
150
7450
1240 160 150
8875 10150
150
2900
150 1500
1501200150
4000
150
11150
150
ABJL & PARTNERS ABJL & PARTNERS ABJL & PARTNERS
CHK'D BY: COPYRIGHT:
3800
150
3600
150
150 2150 150
3600
150
1
MARK
6990
G:\_2010_ARCHITECTURAL DRAWINGS\2010A-025 Picus Residence\Revit\Picus.rvt
DRAWN BY:
4550
1275 1525 150 150 150
Floor Plan
Picus Minimalistic Residence
10600
9125
4500 3650
150
4500 150 1880 150 150 3000 150 6550
Garage
3000
4476
400
F
AREA House: 307 m² Apartment: 34 m² Pool Bathroom: 7 m² Total: 348 m² 6990
5650
3000
Pantry
150
Toilet
350
Kitchen
150
Foyer
6400
1150
Entrance
150
Laundry
C1
C1
5650
D
6400
W
Storage
HE-140A
400
Terras#2
HE-120A
2625
7200
2825
150
Hall#2
150
150
4476
1050 150 150 2000 150
8200
7340
5950
Hallway
A104
6650
Dining area
6200
Living
8200
C1
4476
C1
HE-160A
2625
400
400
6050
7200
HE-140A
1330 1200 150 150 150
C1
350
2825
1900
Bathroom #2
Bedroom#3
1520
C1
C1
6770
2525
Square Steel 150x150x5mm
1450
A102
150
HE-120A
1200 150 150
HE-140A
150
Typical Ringbeam 6"-A
Studio
150 1000
3200
W.I.C.
Terras#1
5
5
1000 150 150
150 Bedroom#2
3200
Hall#1
2800
400
3495
150 1800 150
150 150
150
4500
Bathroom #1
150
150
1050 150 150
150 1900
5150
C1
150
2350
F 2800
550
400 150 150
150
2350 150
Kitchen
Bathroom
350
Bedroom #1
6800
6250 8975
9125
5950
Living
3350
6 A104
5200
150
3600
DATE
DESCRIPTION
150 Revision: 11/26/2010 11:23:57 AM
8340
1275
5220
8955
7750
1500
Content:
Floor Plan
24700
1
Floor Plan
Sheet nr:
A101
1 : 100 w w w . a b j l . c o m
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-140A - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-120A - Roof Slope 1%
ABJL & PARTNERS Architecture + Design + Planning Address: fax: phone: email: website:
Paradera 3-A Aruba (Dutch Caribbean) 297-583-5890 297-583-3778
[email protected] http://www.abjl.com
2"x6"o.c. 610 mm 3/4" Plywood CONCRETE concrete quality B25 environmentalclass 5a cement quality pc cement class A reinforcement FeB 500
2" x 12" Faceboard
STEEL steel quality Fe360 bolts quality 8.8 anchorbolts quality 4.6 min. welding angle 4mm surface treatment according construction specifications
2"x6"o.c. 610 mm
327
1
Front Elevation
WOOD standard lumber quality dryness class 3 standard dress size
1 : 100
CONCRETE COVER beams column footings columns foundation
HE140A 10 150 10
30mm 35mm 35mm 40mm
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY DIMENSIONS ON SITE
Ceilingheight 3000 +
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY WITH D.O.W. TRAFFIC DEPARTMENT PRIOR IN COMMENCING WORK, IN ORDER TO PLAN THE BEST FINISH FLOOR HEIGHT(PEIL) OF THE BUILDING. ACCORDING TO D.O.W., THE FINISH FLOOR HEIGHT OF A BUILDING SHOULD BE MINIMUM 20 CM ABOVE NEAREST ASPHALT ROAD. THIS IS TO AVOID OR MINIMIZE FLOODING ISSUES. IN CASE OF A SAND ROAD, WHERE NO ASPHALT ROAD HAS BEEN BUILT YET, CONTRACTOR MUST VERIFY WITH D.O.W. TRAFFIC DEPARTMENT FOR THE CORRECT HEIGHT OF THE NEW ASPHALT ROAD TO BE PROJECTED.
3000 +
DIMENSION IN MM(MILLIMETERS)
Detail A
5
1 : 100
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - 2" x 12" Faceboard - 2-2"x8" - Roof Slope 1%
2"x6"o.c. 610 mm
3/4" Plywood 2"x4"o.c. 610 mm
2" x 12" Faceboard
HE140A
3
Ceilingheight 3300 +
Rear Elevation
HE140A
1 : 100
Project Description:
New House
Project Location:
Picaron
Project Name:
Picus Minimalistic Residence
Project Number:
2010A-025
Project Architect:
G. Laclé
Project Start Date:
02-23-2010
Print Date:
11/26/2010 11:27:48 AM
PAPER FORMAT:
A1
2-2"x8"
3027 +
Ceilingheight 3000 +
HE160A
Detail B
6
1 : 10
10 150 10
REVIT FILE:
150
G:\_2010_ARCHITECTURAL DRAWINGS\2010A-025 Picus Residence\Revit\Picus.rvt
DRAWN BY:
ABJL & PARTNERS ABJL & PARTNERS ABJL & PARTNERS
CHK'D BY:
3Ø8 200
40
4 Ø8
COPYRIGHT:
400
200
Ø10-150 Ø10-200
1
Ø10-150
450
800
strps Ø8-250 MARK
7
Typical 6" Wall Footing 1 : 20
8
Column Footing C1 1 : 20
9
150
4 Ø10
4 Ø10
strps Ø8-250
DESCRIPTION
Column C1 1 : 20
Revision: 11/26/2010 11:27:48 AM
327
1 : 100
400
4
DATE
Content:
150
Right Elevation
Elevations / Concrete Details / Details
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-140A - Roof Slope 1%
Left Elevation
Picus Minimalistic Residence
2
1 : 10
Sheet nr:
Elevations / Concrete Details / Details
A102
strps Ø8-200
10
Typical Ringbeam 6" 1 : 20
11
Typical Ringbeam 6"-A 1 : 20
w w w . a b j l . c o m
ABJL & PARTNERS Architecture + Design + Planning Address: fax: phone: email: website:
Cleanout Ø110
CONCRETE concrete quality B25 environmentalclass 5a cement quality pc cement class A reinforcement FeB 500
Faceboard: 2"x6" Ø110 Ø50
Ø50 Ø110
Paradera 3-A Aruba (Dutch Caribbean) 297-583-5890 297-583-3778
[email protected] http://www.abjl.com
2"x4"o.c. 610 mm
Ø50
STEEL steel quality Fe360 bolts quality 8.8 anchorbolts quality 4.6 min. welding angle 4mm surface treatment according construction specifications
Ø110
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - 2" x 8" Faceboard - Roof Slope 1%
C1
C1
WOOD standard lumber quality dryness class 3 standard dress size CONCRETE COVER beams column footings columns foundation
30mm 35mm 35mm 40mm
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY DIMENSIONS ON SITE CONTRACTOR IS REQUIRED TO CHECK AND VERIFY WITH D.O.W. TRAFFIC DEPARTMENT PRIOR IN COMMENCING WORK, IN ORDER TO PLAN THE BEST FINISH FLOOR HEIGHT(PEIL) OF THE BUILDING. ACCORDING TO D.O.W., THE FINISH FLOOR HEIGHT OF A BUILDING SHOULD BE MINIMUM 20 CM ABOVE NEAREST ASPHALT ROAD. THIS IS TO AVOID OR MINIMIZE FLOODING ISSUES. IN CASE OF A SAND ROAD, WHERE NO ASPHALT ROAD HAS BEEN BUILT YET, CONTRACTOR MUST VERIFY WITH D.O.W. TRAFFIC DEPARTMENT FOR THE CORRECT HEIGHT OF THE NEW ASPHALT ROAD TO BE PROJECTED.
Ø110
DIMENSION IN MM(MILLIMETERS)
C1
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" / 2" x 6" / 3" x 6" / 2" x 8" - 2" x 12" Faceboard - Roof Slope 1%
Cleanout/Ventilation Ø50
3"x6" Ø110
3"x6"o.c. 610 mm
Ø50
2"x8"o.c. 610 mm
2"x6"o.c. 610 mm
Ø110 Ø110
2"x6"o.c. 610 mm
Ø50 Ø110
Picus Minimalistic Residence
Ø50
3"x6"
Cleanout
Ø50
HE-160A HE-140A o.c. 2640 mm
3"x6"
Ø110 Cleanout
C1
C1
3-3"x6"
Ø50
C1
Ø110
2"x4"o.c. 610 mm
HE-120A
Ø110
2"x6"o.c. 610 mm Angle Iron 2"x6"
C1
Ø50
C1
Ø110
C1 Cleanout
C1 2"x6"o.c. 610 mm Pergola 2"x6"o.c. 610 mm
C1
Ø50
Ø50
C1
2-2"x6"
C1 Ø110
2"x6"o.c. 610 mm Ø110 Gutter Downspout
Ø50
Cleanout
Ø110
2"x4"o.c. 610 mm
Septic tank 11m3
Ø110 Gutter Downspout Ø110 Cleanout
Ventilation
1
Ø110
Ø110
Nota: All Foundation: -Walls 6", Footing 200x450mm -Columns(C1) 150 x400 mm, Footing 200x800x800mm
Foundation & Sewerage Plan
Ø110 Gutter Downspout
Ø110
Cleanout
2-3"x8"o.c. 1650 mm HE-160A Notes: -All Faceboard: 2"x12" -All Girders to be anchor with ø 8mm rebar to the ringbeam
2
Project Description:
New House
Project Location:
Picaron
Project Name:
Picus Minimalistic Residence
Project Number:
2010A-025
Project Architect:
G. Laclé
Project Start Date:
02-23-2010
Print Date:
11/26/2010 11:29:23 AM
PAPER FORMAT:
A1
2"x6"o.c. 610 mm
C1
C1
Foundation & Sewerage Plan / Roofplan
Cleanout
Ø110 Gutter Downspout
Roofplan
REVIT FILE:
1 : 100
G:\_2010_ARCHITECTURAL DRAWINGS\2010A-025 Picus Residence\Revit\Picus.rvt
DRAWN BY:
ABJL & PARTNERS ABJL & PARTNERS ABJL & PARTNERS
CHK'D BY:
1 : 100
COPYRIGHT: 1
MARK
DATE
DESCRIPTION
Revision: 11/26/2010 11:29:23 AM Content:
Sheet nr:
Foundation & Sewerage Plan / Roofplan
A103
w w w . a b j l . c o m
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-120A - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-140A - Roof Slope 1%
ABJL & PARTNERS Architecture + Design + Planning Address: fax: phone: email:
4100
website:
Paradera 3-A Aruba (Dutch Caribbean) 297-583-5890 297-583-3778
[email protected] http://www.abjl.com
3600 3460 2800
Ceilingheight 3000 +
2550
3160
Ceilingheight 3300 +
3046
2550
2150
450
450
-1000
Section 1
2800
1 : 100
2150
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - HE-140A - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - Roof Slope 1%
450
450
450
DIMENSION IN MM(MILLIMETERS)
Section 7 1 : 100
Ceilingheight 3000 + 2150
450
-1000
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 3" x 6" - 2" x 12" Faceboard - Roof Slope 1%
Section 2 1 : 100
3500
Ceilingheight 3000 +
2550 2150
2150 3600
0
Ceilingheight 3000 +
3027
Ceilingheight 3000 +
Concrete floor h=80mm #6-150 Level=0 -400 -800
Level=-50
Concrete floor h=80mm #6-150
Level=-50
0
Level=0 Earth
-1000
450
450
Pool
450
200
2550
3116
2550
4100
3500
3500
200
3300
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - Roof Slope 1%
3160
200
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - 2" x 12" Faceboard - 2-2"x8" - Roof Slope 1%
Picus Minimalistic Residence
450
200
450
200
450
200
Pool
200
450
200
450
200
-800 -1000
0 -400 -800
Earth
-400
450
-400 -800 -1000
450
2150
Level=-50
Level=-50
450
6
450
Section 6
Section 3 Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 8" - 2" x 12" Faceboard - Roof Slope 1%
1 : 100
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - HE-120A - 2" x 12" Faceboard - Roof Slope 1%
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - HE-160A - Roof Slope 1% 3100
Level=0
0
Level=-20
450
450
450
450
200
200
200
200
200
200
200 450
450
3027
Level=-50
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - 2" x 12" Faceboard - Roof Slope 1%
Picaron
Project Name:
Picus Minimalistic Residence
Project Number:
2010A-025
Project Architect:
G. Laclé
Project Start Date:
02-23-2010
Print Date:
11/26/2010 11:31:01 AM
PAPER FORMAT:
A1
REVIT FILE:
4
1 : 100
ABJL & PARTNERS ABJL & PARTNERS ABJL & PARTNERS
CHK'D BY: COPYRIGHT:
Pergola 2"x6"o.c. 610 mm
1
3000
Ceilingheight 3000 + 3027
3160
2550
2860
MARK
DATE
DESCRIPTION
450
Revision: 11/26/2010 11:31:01 AM
Level=0
Level=-50
-1000
450
450
450
450
450
450
450
-50 -400 -800
Content:
5
Section 5 1 : 100
Sections
-1000 Sheet nr:
Section 4
G:\_2010_ARCHITECTURAL DRAWINGS\2010A-025 Picus Residence\Revit\Picus.rvt
DRAWN BY:
Earth
-400 -800
Earth
-1000
Project Location:
3500
Concrete floor h=80mm #6-150
200
Concrete floor h=80mm #6-150
200
Concrete floor h=80mm #6-150
0
New House
2150
200
2608
2150
Ceilingheight 2550 +
Ceilingheight 3300 +
Ceilingheight 3000 +
2950 2550
Ceilingheight 3000 +
3160
200
2550
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - 2-2"x8" - 2" x 12" Faceboard - Roof Slope 1% Detial B
3116
-400 -800
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 6" - HE-140A - 2" x 12" Faceboard - Roof Slope 1%
2760
3500
Project Description:
1 : 100
200
450
200
450
200
200
-1000
200
Earth
-400 -800
3
Concrete floor h=80mm #6-150
200
Level=0
200
0
Sections
Concrete floor h=80mm #6-150 Level=0
Level=-50
200
Level=-50
200
-50
3211 3100
0
Level=-50
2550
3327
2150
2
7
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY WITH D.O.W. TRAFFIC DEPARTMENT PRIOR IN COMMENCING WORK, IN ORDER TO PLAN THE BEST FINISH FLOOR HEIGHT(PEIL) OF THE BUILDING. ACCORDING TO D.O.W., THE FINISH FLOOR HEIGHT OF A BUILDING SHOULD BE MINIMUM 20 CM ABOVE NEAREST ASPHALT ROAD. THIS IS TO AVOID OR MINIMIZE FLOODING ISSUES. IN CASE OF A SAND ROAD, WHERE NO ASPHALT ROAD HAS BEEN BUILT YET, CONTRACTOR MUST VERIFY WITH D.O.W. TRAFFIC DEPARTMENT FOR THE CORRECT HEIGHT OF THE NEW ASPHALT ROAD TO BE PROJECTED.
Earth
-800 -1000
3460
30mm 35mm 35mm 40mm
CONTRACTOR IS REQUIRED TO CHECK AND VERIFY DIMENSIONS ON SITE
Ceilingheight 2600 +
Level=0
2800
Ceilingheight 3300 +
CONCRETE COVER beams column footings columns foundation
2611
2550
-400
3500 3211
2550
WOOD standard lumber quality dryness class 3 standard dress size
Concrete floor h=80mm #6-150
3600
4100
STEEL steel quality Fe360 bolts quality 8.8 anchorbolts quality 4.6 min. welding angle 4mm surface treatment according construction specifications
200
A102
200
450
Roof Structure: - 1 Layer App - 1 Primer - 3/4" plywood - 2" x 4" - 2" x 6" Faceboard - Roof Slope 1%
-20 -400 -800
200
450
0
Earth
7
200
-1000
200
Earth
-400 -800
Level=-20
Level=0
200
Concrete floor h=80mm #6-150
Level=-50
200
Level=-50
-50
1
CONCRETE concrete quality B25 environmentalclass 5a cement quality pc cement class A reinforcement FeB 500
2150
A104
w w w . a b j l . c o m
Projectnaam Omschrijving Opdrachtgever Bestand
Picus Minimalistic Residence Projectnummer uitkragende BEAM A 150x327 Constructeur Picus Minimalistic Residence Eenheden E:\Data_IBM\arctek\ABJL projects\ABJL_Picus\uitkraging.mxf
K2
2
ABJL m, kN, kNm
K3
S2
S1
0.410
R150x400
R150x327
1
K1
O1
1.100 A
B
Afb. Geometrie 1
Staven Staaf S1 S2 -
Knoop B K1 K2 -
B NVM NVM -
Scharnier E NVM NVM -
Knoop E K2 K3 -
Profiel P2 P1 -
X-B
Z-B
X-E
Z-E
Lengte
0.000 0.000 m
0.000 -0.410 m
0.000 1.100 m
-0.410 -0.410 m
0.410 1.100 m
Opleggingen Oplegging
Knoop
O1 -
K1 -
11/25/2010 9:29:26AM
X
Z
Yr
HoekYr
vast kN/m
vast
vast
kN/m
kNmrad
0 °
MatrixFrame® versie 4.2
1
1.44 1.18
K2
K3
S2
0.410 S1
2
1.18
1.44
K1 1
1.100 A
B
Afb. Lasten B.G.1 Permanent
2.32
K2
K3
S2
0.410 S1
2
K1 1
1.100 A
B
Afb. Lasten B.G.2 Permanent
11/25/2010 9:29:31AM
MatrixFrame® versie 4.2
2
6.63
K2
K3
S2
0.410 S1
2
K1 1
1.100 A
B
Afb. Lasten B.G.3 Veranderlijk
0.93
K2
K3
S2
0.410 S1
2
K1 1
1.100 A
B
Afb. Lasten B.G.4 beam
11/25/2010 9:29:31AM
MatrixFrame® versie 4.2
3
0.29
0.29
K2
K3
S2
0.410 S1
2
K1 1
1.100 A
B
Afb. Lasten B.G.5 plafond
Belastingsgevallen Type
Beginwaarde
Eindwaarde
Beginafstand
Eindafstand
B.G.1: Permanent qG 1.44 (1.00x)
1.44 (1.00x)
0.000
0.410(L)
Z" S1
qG
1.18 (1.00x)
0.000
1.100(L)
Z" S2
1.18 (1.00x)
Som lasten B.G.2: Permanent N Som lasten B.G.3: Veranderlijk N Som lasten B.G.4: beam N Som lasten B.G.5: plafond q Som lasten -
X:
0,00
kN Z:
1.89 kN
X:
0,00
kN Z:
2.32 kN
X:
0,00
kN Z:
6.63 kN
X:
0,00
kN Z:
0.93 kN
X:
0,00
2.32
Z K3
6.63
Z K3
0.93
Z K3
0.29 -
Richting Staaf of knoop
0.29 kN Z: -
0.000
1.100(L)
0.32 kN m
m
Z' S2 - -
Fundamenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent Veranderlijk beam plafond
11/25/2010 9:29:31AM
Fu.C.1 1.20 1.20 1.30 1.20 1.20
Fu.C.2 1.20 1.20 1.20 1.20
MatrixFrame® versie 4.2
Fu.C.3 1.35 1.35 1.35 1.35
4
-14.84
K2
K3
-14. 84
S1
-14. 84
S2
K1
O1
Afb. Fu.C. Momenten (My) Omhullende
14.46 12.52
K2
K3
S1
S2
K1
O1
Afb. Fu.C. Dwarskracht (Vz) Omhullende
11/25/2010 9:29:31AM
MatrixFrame® versie 4.2
5
Fu.C. Extreme staafkrachten Staaf
Mb
Mmax
xMmax
Me
x-M0
x-M0 T/D
Nmax
S1
Belasting scombin atie Fu.C.1
Vb
Vmax
Ve
-14.84
0.00
0.000
-14.84
0.000
0.000
-15.16
0.00
0.00
0.00
S2 -
Fu.C.1 -
-14.84 kNm
0.00 kNm
0.000 m
0.00 kNm
0.000 m
0.000 m -
0.00 kN
14.46 kN
14.46 kN
12.52 kN
In.C. Oplegreacties Belasting Oplegging scombin atie In.C.on O1 Som Reacties Som Lasten In.C.1 O1 Som Reacties Som Lasten In.C.2 O1 Som Reacties Som Lasten -
Knoop
K1
K1
K1
-
X
Z
My
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 kN
-5.45 -5.45
4.46
5.45 -12.08 -12.08
11.76
12.08 -5.45 -5.45
4.46
5.45 kN
kNm
Fu.C. Extreme oplegreacties Oplegging
Knoop
Belasting scombina tie
Xmax
O1 K1 O1 K1 Globale extreme waarden O1 K1 O1 K1 -
Z
My Belastin gscombi natie
X
Zmax
Fu.C.1
0.00
-15.16
My Belastin gscombi natie Fu.C.1 14.84
Fu.C.1
0.00
-15.16
14.84
kN
kN
kNm
kN
kN
kNm -
X
Z Mymax
0.00
-15.16
14.84
0.00 kN
0.00 kN
0.00 kNm
Incidenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent Veranderlijk beam plafond
In.C.on 1.00 1.00 1.00 1.00
In.C.1 1.00 1.00 1.00 1.00 1.00
In.C.2 1.00 1.00 1.00 1.00
In.C. Extreme doorbuigingen Staaf
Belasting scombin atie
Knoop Begin
Staaf
Knoop Eind
X
Z
Z'afst
Z'
X
Z
S1
In.C.1
0.000
0.000
0.205
0.0000
0.000
0.000
S2 -
In.C.1 -
0.000 m
0.000 m
0.550 m
-0.0001 m
0.000 m
0.001 m
Momentaan Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent Veranderlijk beam plafond
Mo.C.1 1.00 1.00 1.00 1.00
Wapening in doorsnede Wapening in doorsnede, Ligger 1 Boven
Scheurvorming Positie
Md Basis
0.000
14.79 2R10
11/25/2010 9:29:31AM
Bijleg
As,ben
As,toe
134
157
MatrixFrame® versie 4.2
Mrep Patroon
Rkm
S,ben
-11.72 6
Onder
Scheurvorming Positie
Md Basis
0.000
0.00 2R10
Bijleg
As,ben
As,toe
0
157
As,ben
As,toe
0
28
Mrep Patroon
Rkm
S,ben
0.00
Flank Positie
Mx Wapening
0.000
0.00 1R6
Beugels Positie Zijde
AsV;ben.
AsT;ben.
As,toe
Tau-1
Tau-2
0.200 Rechts
14.10 R8-200
Vd Wapening
0
0
503
0.460
3.000
Tau-D 0.350
1.100 Links
12.52 R8-200
0
0
503
0.460
3.000
0.313
Beton doorbuigingen [druk], Ligger Constr.Dl.
Veld
Comb.
Ligger 1
Veld 1
In.C.1
11/25/2010 9:29:31AM
Positie Toetsing
Zeeg Zeegvorm
0.450 m Vloer Algemeen
MatrixFrame® versie 4.2
0
U;bij(mm)
U;eind(mm)
UC;bij
UC;eind
-0.1<=3.3
-0.1<=4.4
0.02
0.02
7
Picus Minimalistic Residence Projectnummer Beam between Living & Dining Constructeur ABJL Picus Minimalistic Residence Eenheden m, kN, kNm E:\Data_IBM\arctek\ABJL projects\ABJL_Picus\Beamlivingdining.mxf
K1
S1 K2 S2 K3 HE160A HE160A
HE160A
1.100 A
S5
S4
3.100
K5
1
K4
S3
KW150/5
2
KW150/5
Projectnaam Omschrijving Opdrachtgever Bestand
K6
O5
O4
1.200
5.800
B
C
D
Afb. Geometrie 1
Staven Staaf S1 S2 S3 S4 S5 -
Knoop B K1 K2 K3 K5 K6 -
B NVM NVM NVM NVM NVM -
Scharnier E NVM NVM NVM NVNV-
Knoop E K2 K3 K4 K2 K3 -
Profiel P1 P1 P1 P2 P2 -
X-B
Z-B
X-E
Z-E
Lengte
0.000 1.100 2.300 1.100 2.300 m
0.900 0.900 0.900 4.000 4.000 m
1.100 2.300 8.100 1.100 2.300 m
0.900 0.900 0.900 0.900 0.900 m
1.100 1.200 5.800 3.100 3.100 m
Opleggingen Oplegging
Knoop
X
Z
Yr
HoekYr
O1
K4
vast
vast
vrij
0
O4
K6
vast
vast
vrij
0
O5 -
K5 -
vast kN/m
vast
vrij
kN/m
kNmrad
0 °
11/23/2010 10:06:23PM
MatrixFrame® versie 4.2
1
O1
K1 S1 K2
S2 K3
S5
0.30 0.22
0.30
K4
S3
3.100
2
0.30 0.22
S4
0.30
0.22
K5 1.100
1
A
0.22
K6 1.200
B
5.800
C
D
Afb. Lasten B.G.1 Permanent
0.29
0.29
K1 S1 K2
S2 K3
0.29
K4
S3
A
S5
1
S4
3.100
2
0.29
K5 1.100
K6 1.200
B
5.800
C
D
Afb. Lasten B.G.2 Permanent plafond
11/23/2010 10:06:34PM
MatrixFrame® versie 4.2
2
0.93
0.93
K1 S1 K2
0.93
S2 K3
K4
S3
S5
1
S4
3.100
2
K5 1.100
K6 1.200
A
B
5.800
C
D
Afb. Lasten B.G.3 Beam
2.81
2.75 2.32 1.43 0.72
K1 S1 K2
1.43
S2 K3
1.43
1.43
K4
S3
S5
1
S4
3.100
2
K5 1.100
K6 1.200
A
B
5.800
C
D
Afb. Lasten B.G.4 dak
11/23/2010 10:06:34PM
MatrixFrame® versie 4.2
3
8.01
7.86 6.63 4.08 0.80
K1 S1 K2
4.08
S2 K3
4.08
4.08
K4
S3
S5
1
S4
3.100
2
K5 1.100
K6 1.200
A
B
5.800
C
D
Afb. Lasten B.G.5 Veranderlijk
Belastingsgevallen Type
Beginwaarde
Eindwaarde
Beginafstand
Eindafstand
B.G.1: Permanent qG 0.30 (1.00x)
0.30 (1.00x)
0.000
1.100(L)
Z" S1-S3
qG
0.22 (1.00x)
0.000
3.100(L)
Z" S4-S5
1.100(L)
Z' S1-S3
0.22 (1.00x)
Som lasten X: B.G.2: Permanent plafond q 0.29
0,00
Som lasten B.G.3: Beam N
0,00
0.93
F
0.93
F
0.93
X:
kN Z: 0.29 kN Z:
Richting Staaf of knoop
3.86 kN 0.000 2.35 kN Z K1
X:
Z' S3
3.000
Z' S3
Som lasten B.G.4: dak N
2.32
F
2.75
0.400
Z' S3
F
2.81
3.000
Z' S3
N
0.72
F
1.43
0.600
Z' S2
F
1.43
1.000
Z' S3
F
1.43
2.600
Z' S3
F
1.43
4.200
Z' S3
0,00
kN Z:
0.400 2.79 kN
Z K1
Z K1
Som lasten B.G.5: Veranderlijk N
0.80
F
4.08
0.600
Z' S2
F
7.86
0.400
Z' S3
N
6.63
F
4.08
1.000
Z' S3
F
4.08
2.600
Z' S3
11/23/2010 10:06:34PM
X:
0,00
kN Z:
14.32 kN Z K1
Z K1
MatrixFrame® versie 4.2
4
Type
Beginwaarde
Eindwaarde
Beginafstand
Eindafstand
Richting Staaf of knoop
B.G.5: Veranderlijk F
8.01
3.000
Z' S3
F
4.08
4.200
Z' S3
Som lasten -
X:
0,00
-
kN Z: -
39.62 kN m
m
- -
Fundamenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent plafond Beam dak Veranderlijk
Fu.C.1 1.20 1.20 1.20 1.20 1.30
Fu.C.2 1.20 1.20 1.20 1.20 -
Fu.C.3 1.35 1.35 1.35 1.35 -
-33.74 -33.74
-16.30 -16.30
K1 S1 K2 S2 K3
K4
S3
O1
K5
S5
S4
29.12
O5
K6
O4
Afb. Fu.C. Momenten (My) Omhullende
11/23/2010 10:06:34PM
MatrixFrame® versie 4.2
5
40.32
K1 S1 K2 S2 K3
K4
S3
O1
-10.60 -14.42
-14.41
-15.21
K5
S5
S4
-18.47
K6
O5
O4
Afb. Fu.C. Dwarskracht (Vz) Omhullende
Fu.C. Extreme staafkrachten Staaf
S1
Belasting scombin atie Fu.C.1
Mb
Mmax
xMmax
Me
x-M0
x-M0 T/D
Nmax
Vb
Vmax
Ve
0.00
0.00
0.000
-16.30
0.000
0.000
0.00
-14.42
-15.21
-15.21
S2
Fu.C.1
-16.30
0.00
0.000
-33.74
0.000
0.000
0.00
-10.60
-18.47
-18.47
S3
Fu.C.1
-33.74
29.12
3.000
0.00
1.142
5.798
0.00
40.32
40.32
-14.41
S4
Fu.C.1
0.00
0.00
0.000
0.00
0.000
0.000
-5.45
0.00
0.00
0.00
S5 -
Fu.C.1 -
0.00 kNm
0.00 kNm
0.000 m
0.00 kNm
0.000 m
0.000 m -
-59.63 kN
0.00 kN
0.00 kN
0.00 kN
In.C. Oplegreacties Belasting Oplegging scombin atie In.C.on O1 O4 O5 Som Reacties Som Lasten In.C.1 O1 O4 O5 Som Reacties Som Lasten In.C.2 O1 O4 O5 Som Reacties Som Lasten -
11/23/2010 10:06:34PM
Knoop
K4 K6 K5
K4 K6 K5
K4 K6 K5
-
X
Z
My
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
-4.26 -16.35 -2.71 -23.32
0.00 0.00 0.00
23.32 -11.41 -47.13 -4.40 -62.94
0.00 0.00 0.00
62.94 -4.26 -16.35 -2.71 -23.32
0.00 0.00 0.00
23.32 kN
MatrixFrame® versie 4.2
kNm
6
Fu.C. Extreme oplegreacties Oplegging
Knoop
Belasting scombina tie
Xmax
O1 K4 O4 K6 O5 K5 Globale extreme waarden O4 K6 -
Z
kN
kN
My Belastin gscombi natie Fu.C.1 Fu.C.1 Fu.C.1 Fu.C.1 kNm -
X
Zmax
0.00 0.00 0.00
-14.41 -59.63 -5.45
My Belastin gscombi natie 0.00 0.00 0.00
0.00 kN
-59.63 kN
0.00 kNm
X
kN
Z Mymax
kN
kNm
Incidenteel Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent plafond Beam dak Veranderlijk
In.C.on 1.00 1.00 1.00 1.00 -
In.C.1 1.00 1.00 1.00 1.00 1.00
In.C.2 1.00 1.00 1.00 1.00 -
In.C. Extreme doorbuigingen Staaf
Belasting scombin atie
Knoop Begin
Staaf
Knoop Eind
X
Z
Z'afst
Z'
X
Z
S1
In.C.1
0.000
0.004
0.550
-0.0003
0.000
0.000
S2
In.C.1
0.000
0.000
0.600
-0.0010
0.000
0.000
S3 -
In.C.1 -
0.000 m
0.000 m
3.053 m
0.0172 m
0.000 m
0.000 m
Momentaan Belastingscombinaties B.G. B.G.1 B.G.2 B.G.3 B.G.4 B.G.5
Omschrijving Permanent Permanent plafond Beam dak Veranderlijk
Mo.C.1 1.00 1.00 1.00 1.00 -
Unity Check Staalcontrole volgens NEN6770/6771 Veld Toetsing
Combinatie
Formule
Max Unity Check
C1-V1 (0.000-1.100)
Doorsnede
Fu.C.1
NEN6770(11.3-1)
0.28
C1-V1 (0.000-1.100)
Kiptoetsing
Fu.C.3
NEN6771(12.2-3)
0.00
C1-V1 (0.000-1.100)
Doorbuigingstoetsing
In.C.1
NEN6702(10.4)
0.06
C2-V1 (0.000-1.200)
Doorsnede
Fu.C.1
NEN6770(11.3-1)
0.59
C2-V1 (0.000-1.200)
Kiptoetsing
Fu.C.3
NEN6771(12.2-3)
0.00
C2-V1 (0.000-1.200)
Doorbuigingstoetsing
In.C.1
NEN6702(10.4)
0.20
C3-V1 (0.000-5.800)
Doorsnede
Fu.C.1
NEN6770(11.3-1)
0.59
C3-V1 (0.000-5.800)
Kiptoetsing
Fu.C.1
NEN6771(12.2-3)
0.72
C3-V1 (0.000-5.800)
Doorbuigingstoetsing
In.C.1
NEN6702(10.4)
0.74
C4-V1 (0.000-3.100)
Doorsnede
Fu.C.1
NEN6770(11.2-3)
0.01
C4-V1 (0.000-3.100)
Stabiliteit
Fu.C.1
NEN 6771 (12.1-1a)
0.01
C4-V1 (0.000-3.100)
Stabiliteit
Fu.C.1
NEN 6771 (12.1-1b)
0.01
C4-V1 (0.000-3.100)
Kiptoetsing
Fu.C.3
NEN6771(12.2-3)
0.00
C4-V1 (0.000-3.100)
Doorbuigingstoetsing
In.C.1
NEN6702(10.2)
0.00
C5-V1 (0.000-3.100)
Doorsnede
Fu.C.1
NEN6770(11.2-3)
0.09
C5-V1 (0.000-3.100)
Stabiliteit
Fu.C.1
NEN 6771 (12.1-1a)
0.11
C5-V1 (0.000-3.100)
Stabiliteit
Fu.C.1
NEN 6771 (12.1-1b)
0.11
C5-V1 (0.000-3.100)
Kiptoetsing
Fu.C.3
NEN6771(12.2-3)
0.00
C5-V1 (0.000-3.100)
Doorbuigingstoetsing
In.C.1
NEN6702(10.2)
0.00
11/23/2010 10:06:34PM
MatrixFrame® versie 4.2
7
Voetplaat Berekening Project: Opdrachtgever: Datum: Onderdeel:
Picus Minimalistic Residence Picus 24-Nov-10 Voetplaat
Gegevens Betonkwaliteit: Staalsoort:
B 25 FeB 500
f'b = fs =
15 N/mm2 435 N/mm2
Voetplaat dekking c =
40 mm
Belastingen Fd=
80.12 kN Grondspanning =
benodigd Min. Opp (A) =
gebruikt breedte = lengte = h=
0.53 m²
lengte d= 154 Md = 18.75 As = 310.99 790.61 ωo = 0.1877 Asmin = 380 As ber = 288.98
breedte 154 18.75 310.99 790.61 0.188 380 288.98
As ben = 380.00 Φ= 10 h.o.h. = 150 Asaanw = 524 voldoet
380.00 10 150 524 voldoet
200 400 d = 159.17 a = 381.97 p= 1700 1 αe = τd = 0.2961 w0x 0.1877 w0y 0.1877 √w0x+w0y 0.1877 kd 1.4045 fb 1.15 τ1 = 0.8504 0,8*fd 0.92 τ1< 0,8*fd
150 kN/m²
0.8 m' 0.8 m' 200 mm
mm kNm mm² kN/mm² mm² mm² mm² mm mm mm²
b kolom h kolom
mm mm mm N/mm² 1.33 1.24 1.2842118
voldoet
1.06
Opp (A) = 0.64 m²
