DIAGRAM BAGAN ALIR PENELITIAN

86

LAMPIRAN

Lampiran 1

87

DIAGRAM BAGAN ALIR PENELITIAN

Mulai

Data Hasil Uji Eksperimental - Tegangan Geser di Titik E - Regangan Geser di Titik E - Lendutan Maksimum

Perhitungan Analitis (Perhitungan Manual)

Simulasi M.E.H (dengan Program SAP2000)

Perhitungan: - Tegangan Geser di Titik E - Regangan Geser di Titik E - Lendutan Maksimum

Tidak

Verifikasi Data: MEH vs Analitis Lab vs Analitis Lab vs MEH

Ya Pembahasan & Kesimpulan

Selesai

Gambar L1.1 Bagan Alir Penelitian

Universitas Kristen Maranatha

Lampiran 2

88

PERHITUNGAN ANALITIS

1. Menghitung Reaksi Perletakan Reaksi tumpuan di titik A dapat dihitung dengan menggunakan keseimbangan titik momen pada titik B. ∑MB = 0 VA.3,24 – 0,5.q.3,4752 + 0,5.q.0,24 – P.1,63 = 0 VA.3,24 – 0,5.14.3,4752 + 0,5.14.0,24 – 601.1,63 = 0 VA = 328,3198 kg Maka diperoleh reaksi tumpuan di titik A (VA) = 328,3198 kg = 3220,8172 N Sedangkan reaksi tumpuan di titik B dapat dihitung dengan menggunakan keseimbangan titik momen pada titik A. ∑MA = 0 -VB.3,24 + 0,5.q.3,482 + 0,5.q.0,235 – P.1,61 = 0 -VB.3,24 + 0,5.14.3,482 + 0,5.14.0,235 – 601.1,61 = 0 VB = 324,6902 kg Maka diperoleh reaksi tumpuan di titik B (VB) = 324,6902 kg = 3185,2109 N Untuk kontrol keseimbangan dilakukan secara vertikal ∑V = 0 VA + VB – q.3.715 – P = 0 328,3198 + 324,6902 – 14.3,715 – 601 = 0 Maka kontrol keseimbangan cocok.

Universitas Kristen Maranatha

Lampiran 2

89

2. Menghitung Gaya Geser Gaya geser potongan di titik A dapat dihitung dengan menggunakan keseimbangan vertikal. Potongan di titik A Interval DA : 0<x1<0,235 m q

Qx1 Nx1

x1

∑Q = 0

∑H = 0

QA + q.x1 = 0

Nx1 = 0

QA = -q.x1 QA = -14.x1 x1 = 0 m

→ QA = 0 kg

=0N

x1 = 0,1175 m → QA = -1,645 kg

= -16,1375 N

x1 = 0,235 m → QA = -3,29 kg

=

Potongan di titik E Untuk gaya geser potongan di titik E juga dihitung dengan menggunakan keseimbangan vertikal. Interval AE : 0<x2<0,805 m q

Qx2 Nx2

0,235 m

x2

Universitas Kristen Maranatha

Lampiran 2

90

∑Q = 0

∑H = 0

QE – VA + q.(0,235 + x2) = 0

Nx2 = 0

QE = VA – q. (0,235 + x2) QE = – 14.(0,235 + x2) x2 = 0 m

→ QE = 325,0298 kg

x2 = 0,4025 m → QE = 319,3948 kg x2 = 0,805 m → QE = 313,7598 kg

Potongan di titik C Untuk gaya geser potongan di titik C juga dihitung dengan menggunakan keseimbangan vertikal. Interval EC : 0<x3<0,805 m q Qx3 Nx3 0,235 m

0,805 m

x3

∑Q = 0

∑H = 0

QC – VA + q.(1,04 + x3) = 0

Nx3 = 0

QC = VA – q. (1,04 + x3) QC = – 14.(1,04 + x3) x3 = 0 m

→ QE = 313,7598 kg

x3 = 0,4025 m → QE = 308,1248 kg x3 = 0,805 m → QE = 302,4898 kg

Universitas Kristen Maranatha

Lampiran 2

91

Potongan di titik B Untuk gaya geser potongan di titik B juga dihitung dengan menggunakan keseimbangan vertikal. Interval FB : 0<x4<0,24 m q

Qx4 Nx4 x4

∑Q = 0

∑H = 0

QB – q.x4 = 0

Nx4 = 0

QB = q.x4 QB = 14.x4 x4 = 0 m

→ QB = 0 kg

x4 = 0,12 m

→ QB = 1,68 kg

x4 = 0,24 m

→ QB = 3,36 kg

Potongan di titik C Untuk gaya geser potongan di titik B juga dihitung dengan menggunakan keseimbangan vertikal. Interval BC : 0<x5<1,63 m q

Qx5 Nx5 x5

0,24 m

Universitas Kristen Maranatha

Lampiran 2

92

∑Q = 0

∑H = 0

QB – q.(0,24 + x5) + VB = 0

Nx5 = 0

QB = q.(0,24 + x5) - VB QB = 14.(0,24 + x5) – 324,6902 x4 = 0 m

→ QB = -321,3302 kg

x4 = 0,815 m → QB = -309,9202 kg x4 = 1,63 m

→ QB = -298,5102 kg

3. Menghitung Tegangan Untuk menghitung tegangan, maka nilai gaya geser QE diambil dari potongan di titik E yaitu pada saat x2 = 0,805 m. VE = QE = 313,7598 kg = 3077,9836 N τmaks =

=

VE (bd 2  bh 2  th 2 ) 8.I .tw

3077,9836 (75.150 2  75.136 2  5.136 2 ) 6 8.6,66.10 .5

= 4,5382 N/mm2 Maka diperoleh nilai tegangan τmaks = 4,5382 N/mm2

4. Menghitung Regangan Untuk menghitung regangan, maka diambil nilai tegangan dari hasil perhitungan sebelumnya yaitu τmaks = 4,5382 N/mm2 γ=

 G

γ=

4,5382 76923,0769 Universitas Kristen Maranatha

Lampiran 2

93

= 5,8996.10-5 Maka diperoleh nilai regangan γ = 5,8996.10-5

5. Menghitung Lendutan Untuk memudahkan menghitung lendutan, maka perhitungan dilakukan secara terpisah yaitu beban akibat terpusat dan beban akibat merata lalu kemudian hasilnya dijumlahkan. P = 601 kg = 5895,81 N q = 14 kg/m = 0,1373 N/mm - Lendutan akibat beban terpusat : δmaks-P = δc

=

P.a.(3.L2  4.a 2 ) 48.E.I

=

5895,81.1610.(3.3240 2  4.1610 2 ) 48.2.10 5 .6,66.10 6

= 3,1362 mm Nilai hasil lendutan akibat beban terpusat adalah 3,1362 mm - Lendutan akibat beban merata : δmaks-q = δc

=

5.q.L4 384.E.I

=

5.0,1373..3240 4 384.2.105.6,66.106

= 0,1479 mm Nilai hasil lendutan akibat beban merata adalah 0,1479 mm

Universitas Kristen Maranatha

Lampiran 2

94

- Lendutan Total : δmaks

= δmaks-P + δmaks-q = 3,1362 + 0,1479 = 3,2841 mm

Maka nilai hasil lendutan total adalah 3,2841 mm

Universitas Kristen Maranatha

Lampiran 3

95

DIAGRAM GAYA NORMAL, GAYA GESER, DAN MOMEN LENTUR P q

D

A

E

L1 = 235 mm

L2 = 805 mm

C

B

L3 = 805 mm

L4 = 1630 mm

F

L5 = 240 mm

L3 = 3240 mm

Tanpa Skala Satuan Dalam Kg

N 0

0

325,0298

319,3948

313,7598

308,1248

+ Q 0

302,4898 3,36 + 1,68

-1,645 -3,29

0

-321,3302 -309,9202

-0,3866 -0,0966 M 0

-298,5102

-0,4032 - -0,1008 0

-

129,3039 +

256,8313

256,7262

381,8805

504,7667

Gambar L3.1 Diagram N, Q, M untuk beban 601 kg

Universitas Kristen Maranatha

Lampiran 3

96 P q

D

A

E

L1 = 235 mm

L2 = 805 mm

C

B

L3 = 805 mm

L4 = 1630 mm

F

L5 = 240 mm

L3 = 3240 mm

Tanpa Skala Satuan Dalam Kg

N 0

0

374,8354

369,2004

363,5654

357,9304

+ Q 0

352,2954 3,36 + 1,68

-1,645 -3,29

0

-347,7046 -359,1146

-0,3866 -0,0966 M 0

-370,5246

-0,4032 - -0,1008 0

-

149,3506 +

296,9248

296,8197

442,0207

584,9537

Gambar L3.2 Diagram N, Q, M untuk beban 700 kg

Universitas Kristen Maranatha

Lampiran 3

97 P q

D

A

E

L1 = 235 mm

L 2 = 805 mm

C

B

L3 = 805 mm

L4 = 1630 mm

F

L5 = 240 mm

L3 = 3240 mm

Tanpa Skala Satuan Dalam Kg

N 0

0

425,3955

419,7605

414,1255

408,4905

+ Q 0

402,8555 3,36 + 1,68

-1,645 -3,29

0

-397,6445 -409,0545

-0,3866 -0,0966 M 0

-420,4645

-0,4032 - -0,1008 0

-

169,7011 +

337,6258

337,5207

503,0722

666,3556

Gambar L3.3 Diagram N, Q, M untuk beban 800,5 kg

Universitas Kristen Maranatha

Tabel Hasil Perhitungan Gaya Dalam

Tumpuan Interval AE 0<x1<0.235 m Interval AE 0<x2<0.805 m Interval EC 0<x3<0.805 m Interval FB 0<x4<0.24 m Interval BC 0<x5<1.63 m

VA VB x1 = 0 m x1 = 0.1175 x1 = 0.235

601 kg Gaya Geser Momen kg kgm 328.3198 324.6902

700 kg Gaya Geser Momen kg kgm 378.1254 373.8846

800,5 kg Gaya Geser Momen kg kgm 428.6855 423.8245

0 -1.6450 -3.2900

0 -0.0966 -0.3866

0 -1.6450 -3.2900

0 -0.0966 -0.3866

0 -1.6450 -3.2900

0 -0.0966 -0.3866

x2 = 0 m x2 = 0.4025 m x2 = 0.805 m

325.0298 319.3948 313.7598

-0.3866 129.3039 256.7262

374.8354 369.2004 363.5654

-0.3866 149.3506 296.8197

425.3955 419.7605 414.1255

-0.3866 169.7011 337.5207

x3 = 0 m x3 = 0.4025 m x3 = 0.805 m

313.1248 308.1248 302.4898

256.7262 381.8805 504.7667

363.5654 357.9304 352.2954

296.8197 442.0207 584.9537

414.1255 408.4905 402.8555

337.5207 503.0722 666.3556

x4 = 0 m x4 = 0.12 m x4 = 0.24 m

-321.3302 .309.9202 -298.5102

504.7667 256.8313 -0.4032

-347.7046 -359.1146 -370.5246

584.9537 296.9248 -0.4032

-397.6445 -409.0545 -420.4645

666.3556 337.6258 -0.4032

x5 = 0 m x5 = 0.815 m x5 = 1.63 m

3.3600 1.6800 0

-0.4032 -0.1008 0

3.3600 1.6800 0

-0.0403 -0.1008 0

3.3600 1.6800 0

-0.4032 -0.1008 0

98

Lampiran 5

99

DATA GESER HASIL UJI EKSPERIMENTAL

Lendutan Beban mm 0.00 0.04 0.08 0.08 0.12 0.12 0.12 0.16 0.16 0.20 0.20 0.24 0.24 0.24 0.28 0.28 0.32 0.32 0.36 0.36 0.36 0.40 0.40 0.44 0.44 0.44 0.48 0.48 0.52 0.52 0.52 0.56 0.56 0.60 0.60 0.64 0.64 0.64 0.68 0.68

kg 0.00 61.00 71.50 75.50 77.50 78.50 79.00 81.50 83.00 87.50 89.50 92.00 94.00 94.50 99.00 101.50 106.00 110.00 114.50 118.00 120.50 124.50 127.50 130.50 133.50 136.00 139.00 142.50 146.50 150.00 152.50 156.50 157.00 158.50 159.50 161.50 164.00 165.50 168.50 171.00

Regangan

Tegangan (N/mm2)

Web Depan Web Belakang Web Depan Web Belakang 0.00000000 0.00000200 0.00000300 0.00000700 0.00000900 0.00000900 0.00000900 0.00001100 0.00001100 0.00001200 0.00001100 0.00001200 0.00001200 0.00001300 0.00001300 0.00001400 0.00001400 0.00001400 0.00001300 0.00001400 0.00001500 0.00001300 0.00001600 0.00001500 0.00001600 0.00001500 0.00001600 0.00001700 0.00001500 0.00001800 0.00001700 0.00001800 0.00001700 0.00001800 0.00002000 0.00001800 0.00001900 0.00001800 0.00002000 0.00002000

0.00000000 0.00000300 0.00000400 0.00000900 0.00001100 0.00001000 0.00001200 0.00001300 0.00001300 0.00001300 0.00001400 0.00001300 0.00001400 0.00001400 0.00001600 0.00001500 0.00001600 0.00001600 0.00001600 0.00001600 0.00001700 0.00001800 0.00001700 0.00001700 0.00001900 0.00001800 0.00001900 0.00002000 0.00001900 0.00002000 0.00002100 0.00002100 0.00002000 0.00002100 0.00002200 0.00002200 0.00002100 0.00002100 0.00002200 0.00002200

0.00000000 0.15384615 0.23076923 0.53846154 0.69230769 0.69230769 0.69230769 0.84615385 0.84615385 0.92307692 0.84615385 0.92307692 0.92307692 1.00000000 1.00000000 1.07692308 1.07692308 1.07692308 1.00000000 1.07692308 1.15384615 1.00000000 1.23076923 1.15384615 1.23076923 1.15384615 1.23076923 1.30769231 1.15384615 1.38461538 1.30769231 1.38461538 1.30769231 1.38461538 1.53846154 1.38461538 1.46153846 1.38461538 1.53846154 1.53846154

0.00000000 0.23076923 0.30769231 0.69230769 0.84615385 0.76923077 0.92307692 1.00000000 1.00000000 1.00000000 1.07692308 1.00000000 1.07692308 1.07692308 1.23076923 1.15384615 1.23076923 1.23076923 1.23076923 1.23076923 1.30769231 1.38461538 1.30769231 1.30769231 1.46153846 1.38461538 1.46153846 1.53846154 1.46153846 1.53846154 1.61538462 1.61538462 1.53846154 1.61538462 1.69230769 1.69230769 1.61538462 1.61538462 1.69230769 1.69230769

Universitas Kristen Maranatha

Lampiran 5

100

Lendutan Beban mm 0.72 0.72 0.76 0.76 0.80 0.80 0.84 0.84 0.84 0.88 0.88 0.92 0.92 0.92 0.96 0.96 1.00 1.00 1.00 1.04 1.04 1.08 1.08 1.12 1.12 1.12 1.16 1.16 1.20 1.20 1.20 1.24 1.24 1.28 1.28 1.32 1.32 1.32 1.36 1.36 1.40 1.40 1.40

kg 177.00 178.00 181.00 182.50 186.00 190.00 196.00 199.50 203.50 207.00 209.50 213.00 216.00 218.00 222.50 226.00 229.50 232.00 233.00 233.50 234.50 237.50 239.00 243.00 245.00 247.50 251.00 253.00 256.00 259.00 262.00 264.50 266.50 269.00 271.50 274.50 277.00 278.50 281.50 285.00 288.00 290.00 294.50

Regangan

Tegangan (N/mm2)

Web Depan Web Belakang Web Depan Web Belakang 0.00002000 0.00002100 0.00002200 0.00002300 0.00002200 0.00002200 0.00002300 0.00002200 0.00002400 0.00002400 0.00002400 0.00002300 0.00002500 0.00002400 0.00002500 0.00002500 0.00002600 0.00002600 0.00002600 0.00002600 0.00002700 0.00002700 0.00002700 0.00002800 0.00002800 0.00002800 0.00002900 0.00002800 0.00003000 0.00002900 0.00003000 0.00003000 0.00003000 0.00002900 0.00003100 0.00003100 0.00003100 0.00003100 0.00003100 0.00003200 0.00003100 0.00003200 0.00003300

0.00002300 0.00002300 0.00002400 0.00002400 0.00002500 0.00002400 0.00002500 0.00002300 0.00002500 0.00002700 0.00002600 0.00002600 0.00002700 0.00002700 0.00002800 0.00002800 0.00002800 0.00002900 0.00002900 0.00003100 0.00002900 0.00003000 0.00003100 0.00003100 0.00003100 0.00003200 0.00003200 0.00003200 0.00003200 0.00003300 0.00003300 0.00003400 0.00003400 0.00003400 0.00003500 0.00003400 0.00003500 0.00003600 0.00003500 0.00003500 0.00003600 0.00003700 0.00003600

1.53846154 1.61538462 1.69230769 1.76923077 1.69230769 1.69230769 1.76923077 1.69230769 1.84615385 1.84615385 1.84615385 1.76923077 1.92307692 1.84615385 1.92307692 1.92307692 2.00000000 2.00000000 2.00000000 2.00000000 2.07692308 2.07692308 2.07692308 2.15384615 2.15384615 2.15384615 2.23076923 2.15384615 2.30769231 2.23076923 2.30769231 2.30769231 2.30769231 2.23076923 2.38461538 2.38461538 2.38461538 2.38461538 2.38461538 2.46153846 2.38461538 2.46153846 2.53846154

1.76923077 1.76923077 1.84615385 1.84615385 1.92307692 1.84615385 1.92307692 1.76923077 1.92307692 2.07692308 2.00000000 2.00000000 2.07692308 2.07692308 2.15384615 2.15384615 2.15384615 2.23076923 2.23076923 2.38461538 2.23076923 2.30769231 2.38461538 2.38461538 2.38461538 2.46153846 2.46153846 2.46153846 2.46153846 2.53846154 2.53846154 2.61538462 2.61538462 2.61538462 2.69230769 2.61538462 2.69230769 2.76923077 2.69230769 2.69230769 2.76923077 2.84615385 2.76923077

Universitas Kristen Maranatha

Lampiran 5

101

Lendutan Beban mm 1.44 1.44 1.48 1.48 1.52 1.52 1.52 1.56 1.56 1.60 1.60 1.60 1.64 1.64 1.68 1.68 1.72 1.72 1.72 1.76 1.76 1.80 1.80 1.80 1.84 1.84 1.88 1.88 1.92 1.92 1.92 1.96 1.96 2.00 2.00 2.00 2.04 2.04 2.08 2.08 2.12 2.12 2.12

kg 299.00 301.00 306.00 309.00 313.50 317.00 319.00 323.00 325.50 328.50 331.50 334.00 336.50 339.50 343.00 346.00 349.50 351.50 354.00 357.00 360.50 363.50 367.00 369.00 373.00 375.50 378.50 382.00 385.00 388.00 391.00 393.50 396.00 399.00 402.00 405.00 407.50 408.50 410.50 412.50 415.50 417.00 419.00

Regangan

Tegangan (N/mm2)

Web Depan Web Belakang Web Depan Web Belakang 0.00003400 0.00003200 0.00003300 0.00003400 0.00003400 0.00003500 0.00003400 0.00003400 0.00003600 0.00003600 0.00003500 0.00003500 0.00003700 0.00003800 0.00003700 0.00003700 0.00003800 0.00003800 0.00003800 0.00003800 0.00003800 0.00004000 0.00004000 0.00003900 0.00004000 0.00004000 0.00004100 0.00004100 0.00004000 0.00004200 0.00004200 0.00004200 0.00004300 0.00004200 0.00004300 0.00004400 0.00004400 0.00004400 0.00004400 0.00004500 0.00004400 0.00004400 0.00004500

0.00003700 0.00003800 0.00003700 0.00003800 0.00003700 0.00003800 0.00003800 0.00003900 0.00004000 0.00003900 0.00004100 0.00004000 0.00004200 0.00004100 0.00004100 0.00004100 0.00004100 0.00004200 0.00004100 0.00004300 0.00004200 0.00004400 0.00004300 0.00004300 0.00004500 0.00004500 0.00004600 0.00004500 0.00004500 0.00004500 0.00004700 0.00004800 0.00004600 0.00004800 0.00004600 0.00004800 0.00004800 0.00004700 0.00005000 0.00005000 0.00004800 0.00004900 0.00005000

2.61538462 2.46153846 2.53846154 2.61538462 2.61538462 2.69230769 2.61538462 2.61538462 2.76923077 2.76923077 2.69230769 2.69230769 2.84615385 2.92307692 2.84615385 2.84615385 2.92307692 2.92307692 2.92307692 2.92307692 2.92307692 3.07692308 3.07692308 3.00000000 3.07692308 3.07692308 3.15384615 3.15384615 3.07692308 3.23076923 3.23076923 3.23076923 3.30769231 3.23076923 3.30769231 3.38461538 3.38461538 3.38461538 3.38461538 3.46153846 3.38461538 3.38461538 3.46153846

2.84615385 2.92307692 2.84615385 2.92307692 2.84615385 2.92307692 2.92307692 3.00000000 3.07692308 3.00000000 3.15384615 3.07692308 3.23076923 3.15384615 3.15384615 3.15384615 3.15384615 3.23076923 3.15384615 3.30769231 3.23076923 3.38461538 3.30769231 3.30769231 3.46153846 3.46153846 3.53846154 3.46153846 3.46153846 3.46153846 3.61538462 3.69230769 3.53846154 3.69230769 3.53846154 3.69230769 3.69230769 3.61538462 3.84615385 3.84615385 3.69230769 3.76923077 3.84615385

Universitas Kristen Maranatha

Lampiran 5

102

Lendutan Beban mm 2.16 2.16 2.20 2.20 2.20 2.24 2.24 2.28 2.28 2.32 2.32 2.32 2.36 2.36 2.40 2.40 2.40 2.44 2.44 2.48 2.48 2.52 2.52 2.52 2.56 2.56 2.60 2.60 2.60 2.64 2.64 2.68 2.68 2.68 2.72 2.72 2.76 2.76 2.80 2.80 2.80 2.84 2.84

kg 421.50 424.00 426.50 429.00 431.50 435.50 438.00 440.00 443.00 445.50 448.50 449.50 453.00 455.00 457.00 460.50 463.50 468.50 471.50 476.50 479.50 484.00 486.50 489.00 492.00 495.00 498.50 501.00 504.50 506.00 509.00 512.50 516.00 519.00 522.50 524.50 528.00 531.00 534.50 537.00 539.00 542.00 543.50

Regangan

Tegangan (N/mm2)

Web Depan Web Belakang Web Depan Web Belakang 0.00004600 0.00004600 0.00004600 0.00004700 0.00004500 0.00004600 0.00004600 0.00004600 0.00004700 0.00004700 0.00004900 0.00004900 0.00005000 0.00004900 0.00005000 0.00005100 0.00005000 0.00005100 0.00005000 0.00005100 0.00005200 0.00005000 0.00005300 0.00005100 0.00005100 0.00005400 0.00005200 0.00005300 0.00005300 0.00005400 0.00005200 0.00005300 0.00005400 0.00005400 0.00005400 0.00005500 0.00005700 0.00005600 0.00005600 0.00005700 0.00005600 0.00005700 0.00005700

0.00005100 0.00005200 0.00005100 0.00005200 0.00005200 0.00005200 0.00005400 0.00005100 0.00005200 0.00005200 0.00005400 0.00005300 0.00005400 0.00005400 0.00005400 0.00005500 0.00005500 0.00005500 0.00005500 0.00005700 0.00005600 0.00005600 0.00005700 0.00005800 0.00005800 0.00005800 0.00005700 0.00005900 0.00005800 0.00005900 0.00006100 0.00006000 0.00006000 0.00006000 0.00006300 0.00006000 0.00006200 0.00006200 0.00006300 0.00006300 0.00006300 0.00006300 0.00006400

3.53846154 3.53846154 3.53846154 3.61538462 3.46153846 3.53846154 3.53846154 3.53846154 3.61538462 3.61538462 3.76923077 3.76923077 3.84615385 3.76923077 3.84615385 3.92307692 3.84615385 3.92307692 3.84615385 3.92307692 4.00000000 3.84615385 4.07692308 3.92307692 3.92307692 4.15384615 4.00000000 4.07692308 4.07692308 4.15384615 4.00000000 4.07692308 4.15384615 4.15384615 4.15384615 4.23076923 4.38461538 4.30769231 4.30769231 4.38461538 4.30769231 4.38461538 4.38461538

3.92307692 4.00000000 3.92307692 4.00000000 4.00000000 4.00000000 4.15384615 3.92307692 4.00000000 4.00000000 4.15384615 4.07692308 4.15384615 4.15384615 4.15384615 4.23076923 4.23076923 4.23076923 4.23076923 4.38461538 4.30769231 4.30769231 4.38461538 4.46153846 4.46153846 4.46153846 4.38461538 4.53846154 4.46153846 4.53846154 4.69230769 4.61538462 4.61538462 4.61538462 4.84615385 4.61538462 4.76923077 4.76923077 4.84615385 4.84615385 4.84615385 4.84615385 4.92307692

Universitas Kristen Maranatha

Lampiran 5

103

Lendutan Beban mm 2.88 2.88 2.92 2.92 2.92 2.96 2.96 3.00 3.00 3.00 3.04 3.04 3.08 3.08 3.08 3.12 3.12 3.16 3.16 3.20 3.20 3.20 3.24 3.24 3.28 3.28 3.32 3.32 3.32 3.36 3.36 3.40 3.40 3.40 3.44 3.44 3.48 3.48 3.48 3.52 3.52 3.56 3.56

kg 546.00 548.00 551.00 552.50 554.00 556.00 559.50 562.50 564.50 567.00 569.00 572.00 575.00 578.00 580.00 583.00 585.00 588.00 591.00 594.00 596.50 597.50 601.00 603.00 606.00 608.00 610.50 612.00 614.50 617.00 619.50 624.00 627.00 629.50 632.50 636.50 640.50 643.50 646.50 650.00 652.50 655.00 658.50

Regangan

Tegangan (N/mm2)

Web Depan Web Belakang Web Depan Web Belakang 0.00005700 0.00005700 0.00005700 0.00005900 0.00005800 0.00005900 0.00005900 0.00005900 0.00006000 0.00006000 0.00005900 0.00006000 0.00006100 0.00006100 0.00006100 0.00006100 0.00006200 0.00006300 0.00006100 0.00006300 0.00006300 0.00006400 0.00006400 0.00006300 0.00006400 0.00006300 0.00006400 0.00006500 0.00006400 0.00006400 0.00006500 0.00006500 0.00006600 0.00006600 0.00006700 0.00006700 0.00006600 0.00006700 0.00006800 0.00006700 0.00006800 0.00007000 0.00006700

0.00006400 0.00006400 0.00006500 0.00006600 0.00006500 0.00006600 0.00006500 0.00006700 0.00006800 0.00006600 0.00006700 0.00006800 0.00006700 0.00006900 0.00006800 0.00006900 0.00007000 0.00006900 0.00007000 0.00007000 0.00007000 0.00007200 0.00007000 0.00007100 0.00007100 0.00007100 0.00007300 0.00007200 0.00007200 0.00007300 0.00007200 0.00007300 0.00007300 0.00007500 0.00007600 0.00007500 0.00007600 0.00007700 0.00007600 0.00007600 0.00007700 0.00007700 0.00007800

4.38461538 4.38461538 4.38461538 4.53846154 4.46153846 4.53846154 4.53846154 4.53846154 4.61538462 4.61538462 4.53846154 4.61538462 4.69230769 4.69230769 4.69230769 4.69230769 4.76923077 4.84615385 4.69230769 4.84615385 4.84615385 4.92307692 4.92307692 4.84615385 4.92307692 4.84615385 4.92307692 5.00000000 4.92307692 4.92307692 5.00000000 5.00000000 5.07692308 5.07692308 5.15384615 5.15384615 5.07692308 5.15384615 5.23076923 5.15384615 5.23076923 5.38461538 5.15384615

4.92307692 4.92307692 5.00000000 5.07692308 5.00000000 5.07692308 5.00000000 5.15384615 5.23076923 5.07692308 5.15384615 5.23076923 5.15384615 5.30769231 5.23076923 5.30769231 5.38461538 5.30769231 5.38461538 5.38461538 5.38461538 5.53846154 5.38461538 5.46153846 5.46153846 5.46153846 5.61538462 5.53846154 5.53846154 5.61538462 5.53846154 5.61538462 5.61538462 5.76923077 5.84615385 5.76923077 5.84615385 5.92307692 5.84615385 5.84615385 5.92307692 5.92307692 6.00000000

Universitas Kristen Maranatha

Lampiran 5

104

Lendutan Beban mm 3.60 3.60 3.60 3.64 3.64 3.68 3.68 3.68 3.72 3.72 3.76 3.76 3.80 3.80 3.80 3.84 3.84 3.88 3.88 3.92 3.92 3.92 3.96 3.96 4.00 4.00 4.00 4.04 4.04 4.08 4.08 4.08 4.12 4.12 4.16 4.16 4.20 4.20 4.20 4.24 4.24 4.28 4.28

kg 661.50 664.00 665.50 669.50 671.50 674.50 677.00 679.00 683.00 684.50 686.50 689.50 693.00 695.50 697.50 700.00 703.00 706.00 708.50 712.00 713.50 717.00 719.50 722.50 725.00 727.50 729.00 731.50 735.00 737.50 740.00 742.50 745.50 747.00 749.50 752.50 756.50 758.50 761.00 763.00 765.50 768.00 771.50

Regangan Web Depan 0.00006800 0.00006900 0.00006900 0.00006900 0.00006900 0.00006900 0.00007000 0.00007000 0.00007100 0.00007000 0.00007100 0.00007100 0.00007100 0.00007100 0.00007200 0.00007200 0.00007200 0.00007300 0.00007300 0.00007300 0.00007300 0.00007500 0.00007400 0.00007500 0.00007300 0.00007500 0.00007400 0.00007400 0.00007600 0.00007500 0.00007700 0.00007600 0.00007600 0.00007600 0.00007600 0.00007700 0.00007800 0.00007800 0.00007700 0.00007900 0.00007800 0.00007900 0.00008000

Tegangan (N/mm2)

Web Belakang Web Depan 0.00007800 0.00007900 0.00007700 0.00007900 0.00008000 0.00008000 0.00008000 0.00008000 0.00008100 0.00008000 0.00008100 0.00008100 0.00008100 0.00008200 0.00008300 0.00008300 0.00008200 0.00008300 0.00008500 0.00008300 0.00008400 0.00008300 0.00008500 0.00008400 0.00008500 0.00008500 0.00008600 0.00008600 0.00008600 0.00008700 0.00008700 0.00008700 0.00008800 0.00008700 0.00008800 0.00008900 0.00008900 0.00008900 0.00009100 0.00008900 0.00009100 0.00009000 0.00009100

5.23076923 5.30769231 5.30769231 5.30769231 5.30769231 5.30769231 5.38461538 5.38461538 5.46153846 5.38461538 5.46153846 5.46153846 5.46153846 5.46153846 5.53846154 5.53846154 5.53846154 5.61538462 5.61538462 5.61538462 5.61538462 5.76923077 5.69230769 5.76923077 5.61538462 5.76923077 5.69230769 5.69230769 5.84615385 5.76923077 5.92307692 5.84615385 5.84615385 5.84615385 5.84615385 5.92307692 6.00000000 6.00000000 5.92307692 6.07692308 6.00000000 6.07692308 6.15384615

Web Belakang 6.00000000 6.07692308 5.92307692 6.07692308 6.15384615 6.15384615 6.15384615 6.15384615 6.23076923 6.15384615 6.23076923 6.23076923 6.23076923 6.30769231 6.38461538 6.38461538 6.30769231 6.38461538 6.53846154 6.38461538 6.46153846 6.38461538 6.53846154 6.46153846 6.53846154 6.53846154 6.61538462 6.61538462 6.61538462 6.69230769 6.69230769 6.69230769 6.76923077 6.69230769 6.76923077 6.84615385 6.84615385 6.84615385 7.00000000 6.84615385 7.00000000 6.92307692 7.00000000

Universitas Kristen Maranatha

Lampiran 5

105

Lendutan Beban mm 4.28 4.32 4.32 4.36 4.36 4.36 4.40 4.40 4.44 4.44 4.48 4.48 4.48 4.52 4.52 4.56 4.56 4.60 4.60 4.60 4.64 4.64 4.68 4.68 4.68 4.72 4.72 4.76 4.76 4.76 4.80 4.80 4.84 4.84 4.88

kg 774.00 776.00 778.50 780.50 784.00 786.50 789.00 791.50 794.00 796.00 800.50 803.00 805.00 808.00 808.50 812.00 815.00 817.50 820.50 823.00 826.00 828.50 831.00 832.50 835.00 837.50 841.00 843.50 846.50 849.50 850.50 852.50 856.50 859.50 861.00

Regangan

2

Tegangan (N/mm )

Web Depan Web Belakang Web Depan Web Belakang 0.00007900 0.00007900 0.00008000 0.00008000 0.00008000 0.00007900 0.00008000 0.00008100 0.00008000 0.00008000 0.00008100 0.00008200 0.00008200 0.00008100 0.00008200 0.00008300 0.00008300 0.00008400 0.00008300 0.00008300 0.00008300 0.00008400 0.00008400 0.00008400 0.00008500 0.00008500 0.00008600 0.00008400 0.00008500 0.00008600 0.00008600 0.00008600 0.00008600 0.00008700 0.00008800

0.00009000 0.00009300 0.00009200 0.00009200 0.00009300 0.00009200 0.00009300 0.00009200 0.00009400 0.00009400 0.00009400 0.00009300 0.00009500 0.00009500 0.00009700 0.00009600 0.00009600 0.00009600 0.00009800 0.00009700 0.00009800 0.00009800 0.00009900 0.00009900 0.00009900 0.00010000 0.00009800 0.00009800 0.00010000 0.00010000 0.00010100 0.00010200 0.00010200 0.00010200 0.00010200

6.07692308 6.07692308 6.15384615 6.15384615 6.15384615 6.07692308 6.15384615 6.23076923 6.15384615 6.15384615 6.23076923 6.30769231 6.30769231 6.23076923 6.30769231 6.38461538 6.38461538 6.46153846 6.38461538 6.38461538 6.38461538 6.46153846 6.46153846 6.46153846 6.53846154 6.53846154 6.61538462 6.46153846 6.53846154 6.61538462 6.61538462 6.61538462 6.61538462 6.69230769 6.76923077

6.92307692 7.15384615 7.07692308 7.07692308 7.15384615 7.07692308 7.15384615 7.07692308 7.23076923 7.23076923 7.23076923 7.15384615 7.30769231 7.30769231 7.46153846 7.38461538 7.38461538 7.38461538 7.53846154 7.46153846 7.53846154 7.53846154 7.61538462 7.61538462 7.61538462 7.69230769 7.53846154 7.53846154 7.69230769 7.69230769 7.76923077 7.84615385 7.84615385 7.84615385 7.84615385

Universitas Kristen Maranatha