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44 Lampiran 1 Tabel profil yang dipakai
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Lampiran 1 Tabel profil yang dipakai

Apr 22, 2023

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Khang Minh
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Page 2: Lampiran 1 Tabel profil yang dipakai

45

DATA PROFIL YANG ADA DI PASARAN H B Tb Ts q A Ix Iy ix iy Wx Wy

Profil mm mm mm mm kg/m mm² mm4 mm4 mm mm mm3 mm3

1 150 75 5 7 14 100 17.85 1785 10000 666 6660000 49.5 495000 61.1 16.6 1000 88.8 88800 13.2 13200

2 198 99 4.5 7 18.2 100 23.18 2318 10000 1580 15800000 114.0 1140000 82.6 22.1 1000 160 160000 23 23000

3 148 100 6 9 21.1 100 26.84 2684 10000 1020 10200000 151.0 1510000 61.7 23.7 1000 138 138000 30.1 30100

4 200 100 5.5 8 21.3 100 27.16 2716 10000 1840 18400000 134.0 1340000 82.4 22.2 1000 184 184000 26.8 26800

5 248 124 5 8 25.7 100 32.68 3268 10000 3540 35400000 255.0 2550000 104 27.9 1000 285 285000 41.1 41100

6 250 125 6 9 29.6 100 37.66 3766 10000 4050 40500000 294.0 2940000 104 27.9 1000 324 324000 47 47000

7 194 150 6 9 30.6 100 39.01 3901 10000 2090 20900000 507.0 5070000 83 36.1 1000 277 277000 67.6 67600

8 150 150 7 10 31.5 100 40.14 4014 10000 1640 16400000 563.0 5630000 63.9 37.5 1000 219 219000 75.1 75100

9 298 149 5.5 8 32 100 40.80 4080 10000 6320 63200000 442.0 4420000 124 32.9 1000 424 424000 59.3 59300

10 300 150 6.5 9 36.7 100 46.78 4678 10000 7210 72100000 508.0 5080000 124 32.9 1000 481 481000 67.7 67700

11 346 174 6 9 41.4 100 52.68 5268 10000 11100 111000000 792.0 7920000 145 38.8 1000 641 641000 91 91000

12 350 175 7 11 49.6 100 63.14 6314 10000 13600 136000000 984.0 9840000 147 39.5 1000 775 775000 112 112000

13 200 200 8 12 49.9 100 63.53 6353 10000 4720 47200000 1600.0 16000000 86.2 50.2 1000 472 472000 160 160000

14 400 200 8 13 66.0 100 84.12 8412 10000 23700 237000000 1740.0 17400000 168 45.4 1000 1190 1190000 174 174000

15 450 200 9 14 76 100 96.76 9676 10000 33500 335000000 1870.0 18700000 186 44 1000 1490 1490000 187 187000

16 500 200 10 16 89.6 100 114.20 11420 10000 47800 478000000 2140.0 21400000 205 43.3 1000 1910 1910000 214 214000

17 300 300 10 15 94 100 119.80 11980 10000 20400 204000000 6750.0 67500000 131 75.1 1000 1360 1360000 450 450000

18 600 200 11 17 106 100 134.40 13440 10000 77600 776000000 2280.0 22800000 240 41.2 1000 2590 2590000 228 228000

Page 3: Lampiran 1 Tabel profil yang dipakai

46

Lampiran 2

Tabel gaya-gaya dalam yang terjadi

Page 4: Lampiran 1 Tabel profil yang dipakai

47

Derajat 16 m - 6 m Kombinasi 1

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 225083.0000 225083.0000 -331072.0000 -926.9252 -926.9252 -1811.2651 -1633.56632 -331072.0000 198093.0000 191547.0000 1447.7051 -161.0236 -1196.6116 -912.83173 191547.0000 198093.0000 -331072.0000 161.0236 -1447.7051 -912.8317 -1196.6116

10 4 -225083.0000 331072.0000 331072.0000 926.9252 926.9252 -1811.2651 -1633.5663

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 2.33E+05 2.33E+05 -3.12E+05 -909.2025 -909.2025 -1820.6862 -1642.98732 -3.12E+05 1.65E+05 1.50E+05 1351.5471 -235.4118 -1303.6016 -878.19743 1.50E+05 1.65E+05 -3.12E+05 235.4118 -1351.5471 -878.1974 -1303.6016

15 4 -2.33E+05 3.12E+05 3.12E+05 909.2025 909.2025 -1820.6862 -1642.9873

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 236357.0000 236357.0000 -293205.0000 -882.6034 -882.6034 -1834.4017 -1656.70292 -293205.0000 137287.0000 112374.0000 1254.7325 -301.9814 -1396.1731 -829.33463 112374.0000 137287.0000 -293205.0000 301.9814 -1254.7325 -829.3346 -1396.1731

20 4 -236357.0000 293205.0000 293205.0000 882.6034 882.6034 -1834.4017 -1656.7029

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 238317.0000 238317.0000 -277975.0000 -860.4868 -860.4868 -1886.2571 -1695.10642 -277975.0000 116826.0000 78916.3000 1172.3636 -363.7967 -1496.4583 -779.80103 78916.3000 116826.0000 -277975.0000 363.7967 -1172.3636 -779.8010 -1496.4583

25 4 -238317.0000 277975.0000 277975.0000 860.4868 860.4868 -1886.2571 -1695.1064

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 237890.0000 237890.0000 -263447.0000 -835.5616 -835.5616 -1948.8672 -1743.02142 -263447.0000 100728.0000 47640.7000 1091.3765 -417.9366 -1595.3633 -723.52763 47640.7000 100728.0000 -263447.0000 417.9366 -1091.3765 -723.5276 -1595.3633

30 4 -237890.0000 263447.0000 263447.0000 835.5616 835.5616 -1948.8672 -1743.0214

Page 5: Lampiran 1 Tabel profil yang dipakai

48

Derajat 16 m - 6 m Kombinasi 2

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -56113.5000 0.0000 -180511.0000 319.1714 -733.8287 -1352.4785 -1174.77972 -180511.0000 152666.0000 131012.0000 1029.4384 -262.4732 -926.7515 -642.97163 131012.0000 131012.0000 -286686.0000 -26.6366 -1001.7311 -693.9706 -977.7505

10 4 -327033.0000 286686.0000 286686.0000 1256.8655 788.8655 -1334.0519 -1156.3530

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -66829.4000 0.0000 -171616.0000 351.8565 -701.1436 -1455.7523 -1278.05352 -171616.0000 149113.0000 107875.0000 1052.9290 -378.0299 -1008.1486 -624.56233 107875.0000 107875.0000 -294165.0000 -14.9481 -955.8763 -729.9049 -1155.3091

15 4 -367284.0000 294165.0000 294165.0000 1336.4146 868.4146 -1400.1123 -1222.4135

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -69580.9000 0.0000 -169169.0000 360.5193 -692.4807 -1578.4408 -1400.74192 -169169.0000 149329.0000 87023.5000 1079.2701 -477.4439 -1129.9485 -563.10993 87023.5000 87023.5000 -296013.0000 -3.5814 -896.2155 -738.2632 -1305.1018

20 4 -396204.0000 296013.0000 296013.0000 1387.6947 919.6947 -1466.3628 -1288.6639

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -90423.9000 0.0000 -160652.0000 409.4529 -643.5472 -1714.7915 -1523.64092 -160652.0000 156946.0000 64052.1000 1108.6937 -599.6079 -1227.3684 -510.71113 64052.1000 64052.1000 -304692.0000 6.0880 -841.5071 -787.6029 -1504.2603

25 4 -440170.0000 304692.0000 304692.0000 1475.4366 1007.4366 -1589.7228 -1398.5721

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -124490.0000 0.0000 -148229.0000 486.9352 -566.0649 -1845.4531 -1639.60732 -148229.0000 170918.0000 38222.5000 1136.6270 -732.9974 -1310.2750 -438.43933 38222.5000 38222.5000 -313568.0000 13.5686 -775.1218 -854.0083 -1725.8440

30 4 -490873.0000 313568.0000 313568.0000 1574.7335 1106.7335 -1740.2813 -1534.4354

Page 6: Lampiran 1 Tabel profil yang dipakai

49

Derajat 16 m - 6 m Kombinasi 3

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -112384.0000 0.0000 -97742.6000 550.9027 -502.0974 -899.6622 -766.38802 -97742.6000 105668.0000 83125.3000 667.5121 -222.2173 -627.5984 -414.76373 83125.3000 83125.3000 -203918.0000 -66.8925 -639.8049 -465.7627 -678.5975

10 4 -270762.0000 203918.0000 203918.0000 1025.1342 557.1342 -881.2357 -747.9615

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -125179.0000 0.0000 -93584.4000 579.1571 -473.8429 -1000.5807 -867.30662 -93584.3000 111113.0000 70352.2000 715.0421 -319.1770 -682.2481 -405.01283 70352.2000 70352.2000 -216134.0000 -73.8010 -617.9894 -510.3555 -829.4085

15 4 -308935.0000 216134.0000 216134.0000 1109.1139 641.1139 -944.9407 -811.6665

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -128670.0000 0.0000 -95868.0000 581.1702 -471.8298 -1119.8403 -986.56622 -95868.0000 117821.0000 58930.0000 765.5869 -401.9485 -780.9051 -355.77623 58930.0000 58930.0000 -222712.0000 -79.0768 -582.5323 -530.9296 -956.0584

20 4 -337114.0000 222712.0000 222712.0000 1167.0438 699.0438 -1007.7623 -874.4881

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -150003.0000 0.0000 -91158.3000 624.5745 -428.4255 -1243.2272 -1099.86412 -91158.3000 130414.0000 44323.1000 815.6027 -508.6587 -853.2536 -315.76073 44323.1000 44323.1000 -235198.0000 -84.8612 -548.4161 -592.6526 -1130.1455

25 4 -380591.0000 235198.0000 235198.0000 1260.3149 792.3149 -1118.1584 -974.7953

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 -183963.0000 0.0000 -82367.5000 695.8256 -357.1744 -1358.2362 -1203.85182 -82367.5000 148284.0000 26312.3000 863.7828 -628.5132 -911.4341 -257.55743 26312.3000 26312.3000 -247706.0000 -90.9156 -502.2776 -673.1263 -1327.0031

30 4 -431400.0000 247706.0000 247706.0000 1365.8430 897.8431 -1253.0643 -1098.6799

Page 7: Lampiran 1 Tabel profil yang dipakai

50

Derajat 16 m - 6 m Maximum

Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg] 1 225083.0000 225083.0000 331072.0000 926.9252 926.9252 1811.2651 1633.56632 331072.0000 198093.0000 191547.0000 1447.7051 262.4732 1196.6116 912.83173 191547.0000 198093.0000 331072.0000 161.0236 1447.7051 912.8317 1196.6116

10 4 327033.0000 331072.0000 331072.0000 1256.8655 926.9252 1811.2651 1633.5663

Maximum Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg]

1 233397.0000 233397.0000 312125.0000 909.2025 909.2025 1820.6862 1642.98732 312125.0000 164552.0000 150092.0000 1351.5471 378.0299 1303.6016 878.19743 150092.0000 164552.0000 312125.0000 235.4118 1351.5471 878.1974 1303.6016

15 4 367284.0000 312125.0000 312125.0000 1336.4146 909.2025 1820.6862 1642.9873

Maximum Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg]

1 236357.0000 236357.0000 293205.0000 882.6034 882.6034 1834.4017 1656.70292 293205.0000 149329.0000 112374.0000 1254.7325 477.4439 1396.1731 829.33463 112374.0000 137287.0000 296013.0000 301.9814 1254.7325 829.3346 1396.1731

20 4 396204.0000 296013.0000 296013.0000 1387.6947 919.6947 1834.4017 1656.7029

Maximum Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg]

1 238317.0000 238317.0000 277975.0000 860.4868 860.4868 1886.2571 1695.10642 277975.0000 156946.0000 78916.3000 1172.3636 599.6079 1496.4583 779.80103 78916.3000 116826.0000 304692.0000 363.7967 1172.3636 787.6029 1504.2603

25 4 440170.0000 304692.0000 304692.0000 1475.4366 1007.4366 1886.2571 1695.1064

Maximum Member Mz.i [Kg-cm] Mz.pos [Kg-cm] Mz.j [Kg-cm] Fy.i [Kg] Fy.j [Kg] Fx.i [Kg] Fx.j [Kg]

1 237890.0000 237890.0000 263447.0000 835.5616 835.5616 1948.8672 1743.02142 263447.0000 170918.0000 47640.7000 1136.6270 732.9974 1595.3633 723.52763 47640.7000 100728.0000 313568.0000 417.9366 1091.3765 854.0083 1725.8440

30 4 490873.0000 313568.0000 313568.0000 1574.7335 1106.7335 1948.8672 1743.0214

Page 8: Lampiran 1 Tabel profil yang dipakai

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Lampiran 3

Tabel lendutan yang terjadi

Page 9: Lampiran 1 Tabel profil yang dipakai

52

16 meter - 6 meter Derajat Kombinasi 1 (Rafter)

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0.0000 0.0000 0.0000 0.0000 0.0000 0.00002 -8.945061 -0.139217 -3.98E-03 8.9451 0.1392 0.00403 -1.21E-13 -51.508099 -9.45E-18 0.0000 51.5081 0.00004 8.945061 -0.139217 3.98E-03 8.9451 0.1392 0.0040

10 5 0 0 0.00E+00 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0.00E+00 0.0000 0.0000 0.00002 -13.080838 -0.157382 -3.33E-03 13.0808 0.1574 0.00333 -4.37E-10 -49.483635 1.20E-13 0.0000 49.4836 0.00004 13.080838 -0.157382 3.33E-03 13.0808 0.1574 0.0033

15 5 0 0 0.00E+00 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0.00E+00 0.0000 0.0000 0.00002 -15.18163 -0.158629 -2.40E-03 15.1816 0.1586 0.00243 8.07E-13 -42.271469 6.53E-17 0.0000 42.2715 0.00004 15.18163 -0.158629 2.40E-03 15.1816 0.1586 0.0024

20 5 0 0 0.00E+00 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0.00E+00 0.0000 0.0000 0.00002 -15.357736 -0.151278 -1.53E-03 15.3577 0.1513 0.00153 6.20E-14 -33.405312 4.87E-18 0.0000 33.4053 0.00004 15.357736 -0.151278 1.53E-03 15.3577 0.1513 0.0015

25 5 0 0 0.00E+00 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0.0000 0.0000 0.0000 0.0000 0.0000 0.00002 -32.731888 -0.18893 -1.95E-03 32.7319 0.1889 0.00203 7.58E-13 -57.224461 6.30E-17 0.0000 57.2245 0.00004 32.731888 -0.18893 1.95E-03 32.7319 0.1889 0.0020

30 5 0 0 0.00E+00 0.0000 0.0000 0.0000

Page 10: Lampiran 1 Tabel profil yang dipakai

53

16 meter - 6 meter

Derajat Kombinasi 1 (Kolom) Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0.0000 0.0000 0.0095 0.0000 0.0000 0.00952 -15.029885 -0.089136 -3.90E-03 15.0299 0.0891 0.00393 3.22E-13 -86.332642 3.96E-17 0.0000 86.3326 0.00004 15.029885 -0.089136 3.90E-03 15.0299 0.0891 0.0039

10 5 0 0 -9.47E-03 0.0000 0.0000 0.0095

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 1.06E-02 0.0000 0.0000 0.01062 -19.112566 -0.09084 -2.07E-03 19.1126 0.0908 0.00213 1.61E-10 -72.098618 -3.13E-14 0.0000 72.0986 0.00004 19.112566 -0.09084 2.07E-03 19.1126 0.0908 0.0021

15 5 0 0 -1.06E-02 0.0000 0.0000 0.0106

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 6.06E-03 0.0000 0.0000 0.00612 -11.734613 -0.079811 -3.90E-04 11.7346 0.0798 0.00043 1.32E-14 -32.777298 1.79E-18 0.0000 32.7773 0.00004 11.734613 -0.079811 3.90E-04 11.7346 0.0798 0.0004

20 5 0 0 -6.06E-03 0.0000 0.0000 0.0061

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 6.36E-03 0.0000 0.0000 0.00642 -12.905951 -0.082679 1.76E-04 12.9060 0.0827 0.00023 -1.04E-13 -28.145 -1.32E-17 0.0000 28.1450 0.00004 12.905951 -0.082679 -1.76E-04 12.9060 0.0827 0.0002

25 5 0 0 -6.36E-03 0.0000 0.0000 0.0064

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0.0000 0.0000 0.0066 0.0000 0.0000 0.00662 -13.832445 -0.086435 6.28E-04 13.8324 0.0864 0.00063 1.13E-13 -24.391195 1.41E-17 0.0000 24.3912 0.00004 13.832445 -0.086435 -6.28E-04 13.8324 0.0864 0.0006

30 5 0 0 -6.60E-03 0.0000 0.0000 0.0066

Page 11: Lampiran 1 Tabel profil yang dipakai

54

16 meter - 6 meter

Derajat Kombinasi 2 Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0.0000 0.0000 -0.0014 0.0000 0.0000 0.00142 7.084344 -0.054705 -4.53E-03 7.0843 0.0547 0.00453 1.27E+01 -32.440331 1.86E-03 12.6861 32.4403 0.00194 18.28076 -0.055254 -1.68E-03 18.2808 0.0553 0.0017

10

5 0 0 -8.36E-03 0.0000 0.0000 0.0084Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0 0 -1.29E-03 0.0000 0.0000 0.00132 6.40141 -0.055769 -4.09E-03 6.4014 0.0558 0.00413 1.36E+01 -27.427521 2.00E-03 13.6276 27.4275 0.00204 20.842041 -0.057094 -2.63E-03 20.8420 0.0571 0.0026

15

5 0 0 -9.17E-03 0.0000 0.0000 0.0092Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0 0 -1.32E-03 0.0000 0.0000 0.00132 6.220248 -0.057413 -3.86E-03 6.2202 0.0574 0.00393 1.48E+01 -23.81262 2.19E-03 14.7561 23.8126 0.00224 23.274162 -0.059679 -3.48E-03 23.2742 0.0597 0.0035

20

5 0 0 -9.96E-03 0.0000 0.0000 0.0100Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0 0 -1.44E-03 0.0000 0.0000 0.00142 6.389379 -0.059708 -3.79E-03 6.3894 0.0597 0.00383 1.61E+01 -21.198759 2.42E-03 16.1310 21.1988 0.00244 25.846952 -0.063121 -4.33E-03 25.8470 0.0631 0.0043

25

5 0 0 -1.08E-02 0.0000 0.0000 0.0108Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0.0000 0.0000 -0.0016 0.0000 0.0000 0.00162 6.839298 -0.062756 -3.84E-03 6.8393 0.0628 0.00383 1.78E+01 -19.328947 2.73E-03 17.8375 19.3289 0.00274 28.799019 -0.067583 -5.27E-03 28.7990 0.0676 0.0053

30

5 0 0 -1.18E-02 0.0000 0.0000 0.0118

Page 12: Lampiran 1 Tabel profil yang dipakai

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16 meter - 6 meter

Derajat Kombinasi 3 Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]

1 0.0000 0.0000 0.0000 0.0000 0.0000 0.00002 13.917416 -0.075702 -4.43E-03 13.9174 0.0757 0.00443 18.269447 -25.116222 1.63E-03 18.2694 25.1162 0.00164 22.615404 -0.074027 -8.48E-04 22.6154 0.0740 0.0008

10 5 0 0 0 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0 0.0000 0.0000 0.00002 13.448889 -0.076382 -4.21E-03 13.4489 0.0764 0.00423 18.997952 -21.012474 1.89E-03 18.9980 21.0125 0.00194 24.534029 -0.072017 -1.64E-03 24.5340 0.0720 0.0016

15 5 0 0 0 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0 0.0000 0.0000 0.00002 8.152307 -0.077207 -2.63E-03 8.1523 0.0772 0.00263 12.472319 -12.112953 1.37E-03 12.4723 12.1130 0.00144 16.777193 -0.069623 -1.41E-03 16.7772 0.0696 0.0014

20 5 0 0 0 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0 0 0 0.0000 0.0000 0.00002 10.851099 -0.088419 -3.23E-03 10.8511 0.0884 0.00323 16.306427 -11.935448 1.94E-03 16.3064 11.9354 0.00194 21.733351 -0.079338 -2.31E-03 21.7334 0.0793 0.0023

25 5 0 0 0 0.0000 0.0000 0.0000

Node dx [mm] dy [mm] rz [radians] dx [mm] dy [mm] rz [radians]1 0.0000 0.0000 0.0000 0.0000 0.0000 0.00002 13.729049 -0.094855 -3.82E-03 13.7290 0.0949 0.00383 19.822567 -10.777338 2.52E-03 19.8226 10.7773 0.00254 25.86684 -0.087217 -3.23E-03 25.8668 0.0872 0.0032

30 5 0 0 0 0.0000 0.0000 0.0000

Page 13: Lampiran 1 Tabel profil yang dipakai

56

16 meter - 6 meter

Derajat MAXIMUM Node dx [mm] dy [mm] rz [radians]

1 0.0000 0.0000 0.0014 2 13.9174 0.0757 0.0045 3 18.2694 32.4403 0.0019 4 22.6154 0.0740 0.0017

10 5 0.0000 0.0000 0.0084

Node dx [mm] dy [mm] rz [radians] 1 0.0000 0.0000 0.0013 2 13.4489 0.0764 0.0042 3 18.9980 27.4275 0.0020 4 24.5340 0.0720 0.0026

15 5 0.0000 0.0000 0.0092

Node dx [mm] dy [mm] rz [radians] 1 0.0000 0.0000 0.0013 2 8.1523 0.0772 0.0039 3 14.7561 23.8126 0.0022 4 23.2742 0.0696 0.0035

20 5 0.0000 0.0000 0.0100

Node dx [mm] dy [mm] rz [radians] 1 0.0000 0.0000 0.0014 2 10.8511 0.0884 0.0038 3 16.3064 21.1988 0.0024 4 25.8470 0.0793 0.0043

25 5 0.0000 0.0000 0.0108

Node dx [mm] dy [mm] rz [radians] 1 0.0000 0.0000 0.0016 2 13.7290 0.0949 0.0038 3 19.8226 19.3289 0.0027 4 28.7990 0.0872 0.0053

30 5 0.0000 0.0000 0.0118

Page 14: Lampiran 1 Tabel profil yang dipakai

57

Lampiran 4

Tabel kontrol interaksi dan

kontrol lendutan

Page 15: Lampiran 1 Tabel profil yang dipakai

58

16 meter 6 meter 10 derajat PROPERTI RAFTER

Profil H B Tb Ts q A Ix Iy ix iy Wx Wy L 5 248 124 5 8 25.7 3268 35400000 2550000 104 27.9 285000 41100 1600

Unit mm mm mm mm kg mm² mm4 mm4 mm mm mm³ mm³ Cm

16 meter 6 meter 15 derajat PROPERTI RAFTER

Profil H B Tb Ts q A Ix Iy ix iy Wx Wy L 5 248 124 5 8 25.7 3268 35400000 2550000 104 27.9 285000 41100 1600

Unit mm mm mm mm kg mm² mm4 mm4 mm mm mm³ mm³ Cm

16 meter 6 meter 20 derajat PROPERTI RAFTER

Profil H B Tb Ts q A Ix Iy ix iy Wx Wy L 5 248 124 5 8 25.7 3268 35400000 2550000 104 27.9 285000 41100 1600

Unit mm mm mm mm kg mm² mm4 mm4 mm mm mm³ mm³ Cm

16 meter 6 meter 25 derajat PROPERTI RAFTER

Profil H B Tb Ts q A Ix Iy ix iy Wx Wy L 5 248 124 5 8 25.7 3268 35400000 2550000 104 27.9 285000 41100 1600

Unit mm mm mm mm kg mm² mm4 mm4 mm mm mm³ mm³ Cm

16 meter 6 meter 30 derajat PROPERTI RAFTER

Profil H B Tb Ts q A Ix Iy ix iy Wx Wy L 6 250 125 6 9 29.6 3766 40500000 2940000 104 27.9 324000 47000 1600

Unit mm mm mm mm kg mm² mm4 mm4 mm mm mm³ mm³ cm

Page 16: Lampiran 1 Tabel profil yang dipakai

59

16 meter 6 meter 10 derajat KONTROL INTERAKSI

N A Mx Wx Inter A Inter B Interaksi σ ijin Check1196.6116 32.68 331072 285 36.6160 1161.6561 1198.2722 1600 OK

kg cm² kg-cm cm³ kg/cm² kg/cm² kg/cm² kg/cm²

16 meter 6 meter 15 derajat KONTROL INTERAKSI

N A Mx Wx Inter A Inter B Interaksi σ ijin Check1303.6016 32.68 312125 285 39.8899 1095.1754 1135.0653 1600 OK

kg cm² kg-cm cm³ kg/cm² kg/cm² kg/cm² kg/cm²

16 meter 6 meter 20 derajat KONTROL INTERAKSI

N A Mx Wx Inter A Inter B Interaksi σ ijin Check1396.1731 32.68 296013 285 42.7226 1038.6421 1081.3647 1600 OK

kg cm² kg-cm cm³ kg/cm² kg/cm² kg/cm² kg/cm²

16 meter 6 meter 25 derajat KONTROL INTERAKSI

N A Mx Wx Inter A Inter B Interaksi σ ijin Check1504.2603 32.68 304692 285 46.0300 1069.0947 1115.1247 1600 OK

kg cm² kg-cm cm³ kg/cm² kg/cm² kg/cm² kg/cm²

16 meter 6 meter 30 derajat KONTROL INTERAKSI

N A Mx Wx Inter A Inter B Interaksi σ ijin Check1725.8440 37.66 313568 324 45.8270 967.8025 1013.6294 1600 OK

kg cm² kg-cm cm³ kg/cm² kg/cm² kg/cm² kg/cm²

Page 17: Lampiran 1 Tabel profil yang dipakai

60

16 meter 6 meter 10 derajat KONTROL LENDUTAN RAFTER KONTROL LENDUTAN KOLOM L f ijin tetap f tetap Check L f ijin tetap f tetap Check f ijin sementara f sementara Check

16000 66.6667 51.5081 OK 6000 20.0000 18.9168 OK 30.0000 25.1334 OK mm mm mm mm mm mm mm mm

16 meter 6 meter 15 derajat

KONTROL LENDUTAN RAFTER KONTROL LENDUTAN KOLOM L f ijin tetap f tetap Check L f ijin tetap f tetap Check f ijin sementara f sementara Check

16000 66.6667 49.4836 OK 6000 20.0000 13.0808 OK 30.0000 27.4392 OK mm mm mm mm mm mm mm mm

16 meter 6 meter 20 derajat

KONTROL LENDUTAN RAFTER KONTROL LENDUTAN KOLOM L f ijin tetap f tetap Check L f ijin tetap f tetap Check f ijin sementara f sementara Check

16000 66.6667 42.2715 OK 6000 20.0000 15.1816 OK 30.0000 18.8131 OK mm mm mm mm mm mm mm mm

16 meter 6 meter 25 derajat

KONTROL LENDUTAN RAFTER KONTROL LENDUTAN KOLOM L f ijin tetap f tetap Check L f ijin tetap f tetap Check f ijin sementara f sementara Check

16000 66.6667 33.4053 OK 6000 20.0000 15.3577 OK 30.0000 24.1407 OK mm mm mm mm mm mm mm mm

16 meter 6 meter 30 derajat

KONTROL LENDUTAN RAFTER KONTROL LENDUTAN KOLOM L f ijin tetap f tetap Check L f ijin tetap f tetap Check f ijin sementara f sementara Check

16000 66.6667 57.2245 OK 6000 20.0000 17.5108 OK 30.0000 28.4092 OK mm mm mm mm mm mm mm mm

Page 18: Lampiran 1 Tabel profil yang dipakai

61

Lampiran 5

Tabel Dimensi profil berdasarkan interaksi momen-normal dan

lendutan

Page 19: Lampiran 1 Tabel profil yang dipakai

62

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (tanpa restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 248 124 5 8 66,67 51,51 250 125 6 9 18,92 200 100 5,5 8 25,13 248 124 5 8 15 248 124 5 8 66,67 49,48 248 124 5 8 13,08 248 124 5 8 27,44 250 125 6 9 20 248 124 5 8 66,67 42,27 248 124 5 8 15,18 248 124 5 8 18,81 298 149 5,5 8 25 248 124 5 8 66,67 33,41 248 124 5 8 15,36 248 124 5 8 24,14 298 149 5,5 8

16 6

30 250 125 6 9 66,67 57,22 200 100 5,5 8 17,51 248 124 5 8 28,41 298 149 5,5 8 10 248 124 5 8 75,00 49,36 298 149 5,5 8 14,77 248 124 5 8 29,63 248 124 5 8 15 248 124 5 8 75,00 70,63 248 124 5 8 18,69 248 124 5 8 21,31 298 149 5,5 8 20 250 125 6 9 75,00 58,85 248 124 5 8 18,8 250 125 6 9 24,68 298 149 5,5 8 25 298 149 5,5 8 75,00 45,39 248 124 5 8 13,1 298 149 5,5 8 29,09 298 149 5,5 8

18 6

30 298 149 5,5 8 75,00 37,82 248 124 5 8 13,51 298 149 5,5 8 19,76 346 174 6 9 10 298 149 5,5 8 83,33 69,13 298 149 5,5 8 18,38 250 125 6 9 20,00 298 149 5,5 8 15 298 149 5,5 8 83,33 56,07 298 149 5,5 8 14,76 298 149 5,5 8 25,48 298 149 5,5 8 20 298 149 5,5 8 83,33 78,37 248 124 5 8 16,33 298 149 5,5 8 29,53 298 149 5,5 8 25 298 149 5,5 8 83,33 63,85 248 124 5 8 17,05 298 149 5,5 8 20,15 346 174 6 9

20 6

30 300 150 6,5 9 83,33 51,99 248 124 5 8 17,19 298 149 5,5 8 23,43 346 174 6 9 10 298 149 5,5 8 91,67 83,54 300 150 6,5 9 16,15 298 149 5,5 8 23,76 298 149 5,5 8 15 298 149 5,5 8 91,67 73,79 298 149 5,5 8 19,44 298 149 5,5 8 26,87 300 150 6,5 9 20 298 149 5,5 8 91,67 89,50 250 125 6 9 18,8 300 150 6,5 9 20,45 346 174 6 9 25 300 150 6,5 9 91,67 80,22 248 124 5 8 19,21 300 150 6,5 9 23,75 346 174 6 9

22 6

30 346 174 6 9 91,67 63,94 248 124 5 8 18,98 300 150 6,5 9 27,40 346 174 6 9 10 300 150 6,5 9 95,83 64,11 346 174 6 9 16,61 300 150 6,5 9 22,99 300 150 6,5 9 15 300 150 6,5 9 95,83 74,92 300 150 6,5 9 19,75 300 150 6,5 9 29,24 300 150 6,5 9 20 300 150 6,5 9 95,83 65,73 298 149 5,5 8 14,03 346 174 6 9 22,21 346 174 6 9 25 346 174 6 9 95,83 88,93 248 124 5 8 14,19 346 174 6 9 25,67 346 174 6 9

23 6

30 346 174 6 9 95,83 70,15 248 124 5 8 13,88 346 174 6 9 29,49 346 174 6 9

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63

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (tanpa restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 346 174 6 9 100,00 73,13 346 174 6 9 18,95 300 150 6,5 9 25,04 300 150 6,5 9 15 300 150 6,5 9 100,00 94,25 298 149 5,5 8 14,79 346 174 6 9 20,98 346 174 6 9 20 300 150 6,5 9 100,00 73,18 298 149 5,5 8 15,62 346 174 6 9 24,04 346 174 6 9 25 346 174 6 9 100,00 97,95 248 124 5 8 15,63 346 174 6 9 27,66 346 174 6 9

24 6

30 346 174 6 9 100,00 76,49 248 124 5 8 15,14 346 174 6 9 26,29 350 175 7 11 10 346 174 6 9 108,33 93,40 346 174 6 9 16,07 346 174 6 9 29,60 300 150 6,5 9 15 346 174 6 9 108,33 105,10 300 150 6,5 9 18,42 346 174 6 9 24,62 346 174 6 9 20 346 174 6 9 108,33 89,09 298 149 5,5 8 19,02 346 174 6 9 27,96 346 174 6 9 25 346 174 6 9 108,33 103,86 250 125 6 9 18,64 346 174 6 9 26,57 350 175 7 11

26 6

30 346 174 6 9 108,33 89,43 248 124 5 8 17,7 346 174 6 9 13,07 350 175 7 11 10 350 175 7 11 116,67 99,08 350 175 7 11 17,05 350 175 7 11 23,05 346 174 6 9 15 346 174 6 9 116,67 85,69 346 174 6 9 19,07 350 175 7 11 28,62 346 174 6 9 20 350 175 7 11 116,67 108,22 298 149 5,5 8 19,60 350 175 7 11 25,71 350 175 7 11 25 350 175 7 11 116,67 83,10 298 149 5,5 8 19,26 350 175 7 11 26,97 350 175 7 11

28 6

30 346 174 6 9 116,67 64,47 298 149 5,5 8 18,45 350 175 7 11 28,24 350 175 7 11 10 400 200 8 13 125,00 121,50 350 175 7 11 12,89 400 200 8 13 22,77 350 175 7 11 15 350 175 7 11 125,00 103,83 350 175 7 11 14,26 400 200 8 13 25,15 350 175 7 11 20 350 175 7 11 125,00 114,94 300 150 6,5 9 14,35 400 200 8 13 26,29 350 175 7 11 25 350 175 7 11 125,00 96,74 298 149 5,5 8 13,84 400 200 8 13 27,04 350 175 7 11

30 6

30 350 175 7 11 125,00 73,69 298 149 5,5 8 13,02 400 200 8 13 27,79 350 175 7 11 10 400 200 8 13 133,33 67,97 400 200 8 13 15,56 400 200 8 13 26,46 350 175 7 11 15 350 175 7 11 133,33 122,28 346 174 6 9 16,79 400 200 8 13 28,79 350 175 7 11 20 350 175 7 11 133,33 88,73 346 174 6 9 16,55 400 200 8 13 29,68 350 175 7 11 25 350 175 7 11 133,33 109,51 298 149 5,5 8 15,66 400 200 8 13 13,61 400 200 8 13

32 6

30 350 175 7 11 133,33 81,96 298 149 5,5 8 14,47 400 200 8 13 13,73 400 200 8 13

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64

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (tanpa restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 400 200 8 13 141,67 80,83 400 200 8 13 18,50 400 200 8 13 13,95 400 200 8 13 15 400 200 8 13 141,67 120,54 350 175 7 11 19,50 400 200 8 13 13,13 400 200 8 13 20 400 200 8 13 141,67 100,98 346 174 6 9 18,83 400 200 8 13 13,48 400 200 8 13 25 400 200 8 13 141,67 122,39 298 149 5,5 8 17,50 400 200 8 13 13,61 400 200 8 13

34 6

30 350 175 7 11 141,67 90,03 298 149 5,5 8 15,89 400 200 8 13 13,73 400 200 8 13 10 450 200 9 14 150,00 94,90 400 200 8 13 16,10 450 200 9 14 16,02 400 200 8 13 15 450 200 9 14 150,00 138,25 350 175 7 11 16,60 450 200 9 14 16,86 400 200 8 13 20 450 200 9 14 150,00 113,58 346 174 6 9 15,73 450 200 9 14 16,80 400 200 8 13 25 450 200 9 14 150,00 135,25 298 149 5,5 8 14,36 450 200 9 14 16,54 400 200 8 13

36 6

30 450 200 9 14 150,00 97,80 298 149 5,5 8 17,25 400 200 8 13 16,35 400 200 8 13 10 450 200 9 14 158,33 110,13 400 200 8 13 18,69 450 200 9 14 18,25 400 200 8 13 15 450 200 9 14 158,33 155,99 350 175 7 11 19,87 450 200 9 14 17,95 400 200 8 13 20 450 200 9 14 158,33 125,73 346 174 6 9 18,76 450 200 9 14 17,48 400 200 8 13 25 450 200 9 14 158,33 147,11 298 149 5,5 8 17,13 450 200 9 14 16,87 400 200 8 13

38 6

30 450 200 9 14 158,33 104,57 298 149 5,5 8 15,35 400 200 8 13 16,40 400 200 8 13 10 450 200 9 14 166,67 126,50 400 200 8 13 15,88 500 200 10 16 20,64 400 200 8 13 15 450 200 9 14 166,67 81,93 400 200 8 13 15,67 500 200 10 16 20,97 400 200 8 13 20 450 200 9 14 166,67 139,42 346 174 6 9 19,29 450 200 9 14 20,30 400 200 8 13 25 450 200 9 14 166,67 160,45 298 149 5,5 8 16,51 450 200 9 14 19,36 400 200 8 13

40 6

30 450 200 9 14 166,67 112,20 298 149 5,5 8 19,75 400 200 8 13 18,91 400 200 8 13 10 500 200 10 16 175,00 143,96 400 200 8 13 18,07 500 200 10 16 23,19 400 200 8 13 15 450 200 9 14 175,00 91,25 400 200 8 13 17,45 500 200 10 16 23,14 400 200 8 13 20 450 200 9 14 175,00 129,45 350 175 7 11 15,64 500 200 10 16 22,09 400 200 8 13 25 450 200 9 14 175,00 172,59 298 149 5,5 8 18,30 450 200 9 14 21,00 400 200 8 13

42 6

30 450 200 9 14 175,00 118,69 298 149 5,5 8 15,51 450 200 9 14 20,16 400 200 8 13

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65

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (tanpa restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 600 200 11 17 183,33 162,45 400 200 8 13 13,33 600 200 11 17 25,89 400 200 8 13 15 450 200 9 14 183,33 100,83 400 200 8 13 19,27 500 200 10 16 25,38 400 200 8 13 20 450 200 9 14 183,33 140,52 350 175 7 11 16,97 500 200 10 16 23,89 400 200 8 13 25 450 200 9 14 183,33 164,96 300 150 6,5 9 19,53 450 200 9 14 22,46 400 200 8 13

44 6

30 450 200 9 14 183,33 124,64 298 149 5,5 8 16,27 450 200 9 14 21,38 400 200 8 13 10 600 200 11 17 191,67 181,91 400 200 8 13 14,93 600 200 11 17 28,72 400 200 8 13 15 500 200 10 16 191,67 110,62 400 200 8 13 13,85 600 200 11 17 27,67 400 200 8 13 20 450 200 9 14 191,67 178,44 346 174 6 9 18,28 500 200 10 16 25,70 400 200 8 13 25 450 200 9 14 191,67 175,02 300 150 6,5 9 15,36 500 200 10 16 23,91 400 200 8 13

46 6

30 450 200 9 14 191,67 130,00 298 149 5,5 8 16,94 450 200 9 14 22,55 400 200 8 13 10 600 200 11 17 200,00 151,02 450 200 9 14 16,60 600 200 11 17 23,58 450 200 9 14 15 500 200 10 16 200,00 120,57 400 200 8 13 15,08 600 200 11 17 22,30 450 200 9 14 20 450 200 9 14 200,00 191,22 346 174 6 9 19,58 500 200 10 16 27,51 400 200 8 13 25 450 200 9 14 200,00 184,42 298 149 5,5 8 16,19 500 200 10 16 25,32 400 200 8 13

48 6

30 450 200 9 14 200,00 120,50 298 149 5,5 8 17,53 450 200 9 14 23,69 400 200 8 13 10 600 200 11 17 208,33 166,89 450 200 9 14 18,33 600 200 11 17 25,89 450 200 9 14 15 500 200 10 16 208,33 130,63 400 200 8 13 16,33 600 200 11 17 24,07 450 200 9 14 20 450 200 9 14 208,33 203,76 346 174 6 9 13,69 600 200 11 17 29,31 400 200 8 13 25 450 200 9 14 208,33 193,56 300 150 6,5 9 16,96 500 200 10 16 26,71 400 200 8 13

50 6

30 450 200 9 14 208,33 138,77 298 149 5,5 8 18,03 450 200 9 14 24,77 400 200 8 13

Page 23: Lampiran 1 Tabel profil yang dipakai

66

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (dengan restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 248 124 5 8 66.67 51.51 250 125 6 9 15.03 200 100 5.5 8 22.62 248 124 5 8 15 248 124 5 8 66.67 49.48 248 124 5 8 19.11 200 100 5.5 8 24.53 248 124 5 8 20 248 124 5 8 66.67 42.27 248 124 5 8 11.73 248 124 5 8 23.27 248 124 5 8 25 248 124 5 8 66.67 33.41 248 124 5 8 12.91 248 124 5 8 25.85 248 124 5 8

16 6

30 250 125 6 9 66.67 57.22 200 100 5.5 8 13.83 248 124 5 8 28.80 248 124 5 8 10 248 124 5 8 75.00 49.36 298 149 5.5 8 11.7 248 124 5 8 25.94 248 124 5 8 15 248 124 5 8 75.00 70.63 248 124 5 8 14.53 248 124 5 8 26.11 248 124 5 8 20 250 125 6 9 75.00 58.85 248 124 5 8 16.37 248 124 5 8 29.13 248 124 5 8 25 298 149 5.5 8 75.00 45.39 248 124 5 8 17.61 248 124 5 8 28.37 250 125 6 9

18 6

30 298 149 5.5 8 75.00 37.82 248 124 5 8 18.48 248 124 5 8 20.43 298 149 5.5 8 10 298 149 5.5 8 83.33 69.13 298 149 5.5 8 16.41 248 124 5 8 28.28 248 124 5 8 15 298 149 5.5 8 83.33 56.07 298 149 5.5 8 19.88 248 124 5 8 28.49 250 125 6 9 20 298 149 5.5 8 83.33 78.37 248 124 5 8 19.45 250 125 6 9 25.45 298 149 5.5 8 25 298 149 5.5 8 83.33 63.85 248 124 5 8 13.34 298 149 5.5 8 22.64 298 149 5.5 8

20 6

30 300 150 6.5 9 83.33 51.99 248 124 5 8 12.8 298 149 5.5 8 20.86 298 149 5.5 8 10 298 149 5.5 8 91.67 83.54 300 150 6.5 9 19.7 250 125 6 9 19.85 298 149 5.5 8 15 298 149 5.5 8 91.67 73.79 298 149 5.5 8 15.16 298 149 5.5 8 22.68 298 149 5.5 8 20 298 149 5.5 8 91.67 89.50 250 125 6 9 16.36 298 149 5.5 8 25.05 298 149 5.5 8 25 300 150 6.5 9 91.67 80.22 248 124 5 8 16.89 298 149 5.5 8 27.44 298 149 5.5 8

22 6

30 346 174 6 9 91.67 63.94 248 124 5 8 17.01 298 149 5.5 8 26.70 300 150 6.5 9 10 300 150 6.5 9 95.83 64.11 346 174 6 9 14.72 298 149 5.5 8 21.96 298 149 5.5 8 15 300 150 6.5 9 95.83 74.92 300 150 6.5 9 17.23 298 149 5.5 8 25.01 298 149 5.5 8 20 300 150 6.5 9 95.83 65.73 298 149 5.5 8 18.4 298 149 5.5 8 27.53 298 149 5.5 8 25 346 174 6 9 95.83 88.93 248 124 5 8 18.81 298 149 5.5 8 26.63 300 150 6.5 9

23 6

30 346 174 6 9 95.83 70.15 248 124 5 8 18.75 298 149 5.5 8 29.16 300 150 6.5 9

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67

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 346 174 6 9 100.00 73.13 346 174 6 9 16.81 298 149 5.5 8 24.23 298 149 5.5 8 15 300 150 6.5 9 100.00 94.25 298 149 5.5 8 19.46 298 149 5.5 8 27.51 298 149 5.5 8 20 300 150 6.5 9 100.00 73.18 298 149 5.5 8 18.4 300 150 6.5 9 26.76 300 150 6.5 9 25 346 174 6 9 100.00 97.95 248 124 5 8 18.62 300 150 6.5 9 29.07 300 150 6.5 9

24 6

30 346 174 6 9 100.00 76.49 248 124 5 8 18.38 300 150 6.5 9 23.07 346 174 6 9 10 346 174 6 9 108.33 93.40 346 174 6 9 19.27 300 150 6.5 9 29.29 298 149 5.5 8 15 346 174 6 9 108.33 105.10 300 150 6.5 9 14.48 346 174 6 9 29.32 300 150 6.5 9 20 346 174 6 9 108.33 89.09 298 149 5.5 8 15.01 346 174 6 9 23.20 346 174 6 9 25 346 174 6 9 108.33 103.86 250 125 6 9 14.9 346 174 6 9 22.64 346 174 6 9

26 6

30 346 174 6 9 108.33 89.43 248 124 5 8 14.42 346 174 6 9 24.52 346 174 6 9 10 350 175 7 11 116.67 99.08 350 175 7 11 16.02 346 174 6 9 20.62 346 174 6 9 15 346 174 6 9 116.67 85.69 346 174 6 9 17.77 346 174 6 9 23.02 346 174 6 9 20 350 175 7 11 116.67 108.22 298 149 5.5 8 18.06 346 174 6 9 24.74 346 174 6 9 25 350 175 7 11 116.67 83.10 298 149 5.5 8 17.59 346 174 6 9 26.41 346 174 6 9

28 6

30 346 174 6 9 116.67 64.47 298 149 5.5 8 16.68 346 174 6 9 28.40 346 174 6 9 10 400 200 8 13 125.00 121.50 350 175 7 11 19.74 346 174 6 9 24.51 346 174 6 9 15 350 175 7 11 125.00 103.83 350 175 7 11 18.18 350 175 7 11 27.06 346 174 6 9 20 350 175 7 11 125.00 114.94 300 150 6.5 9 18.12 350 175 7 11 28.79 346 174 6 9 25 350 175 7 11 125.00 96.74 298 149 5.5 8 17.32 350 175 7 11 25.49 350 175 7 11

30 6

30 350 175 7 11 125.00 73.69 298 149 5.5 8 16.09 350 175 7 11 27.12 350 175 7 11 10 400 200 8 13 133.33 67.97 400 200 8 13 12.50 400 200 8 13 28.86 346 174 6 9 15 350 175 7 11 133.33 122.28 346 174 6 9 13.32 400 200 8 13 26.51 350 175 7 11 20 350 175 7 11 133.33 88.73 346 174 6 9 13.03 400 200 8 13 27.85 350 175 7 11 25 350 175 7 11 133.33 109.51 298 149 5.5 8 12.23 400 200 8 13 29.12 350 175 7 11

32 6

30 350 175 7 11 133.33 81.96 298 149 5.5 8 11.12 400 200 8 13 18.42 400 200 8 13

Page 25: Lampiran 1 Tabel profil yang dipakai

68

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 400 200 8 13 141.67 80.83 400 200 8 13 14.96 400 200 8 13 28.41 350 175 7 11 15 400 200 8 13 141.67 120.54 350 175 7 11 15.61 400 200 8 13 18.66 400 200 8 13 20 400 200 8 13 141.67 100.98 346 174 6 9 14.99 400 200 8 13 19.30 400 200 8 13 25 400 200 8 13 141.67 122.39 298 149 5.5 8 13.79 400 200 8 13 19.88 400 200 8 13

34 6

30 350 175 7 11 141.67 90.03 298 149 5.5 8 16.85 400 200 8 13 20.69 400 200 8 13 10 450 200 9 14 150.00 94.90 400 200 8 13 17.67 400 200 8 13 20.12 400 200 8 13 15 450 200 9 14 150.00 138.25 350 175 7 11 18.08 400 200 8 13 21.38 400 200 8 13 20 450 200 9 14 150.00 113.58 346 174 6 9 17.04 400 200 8 13 21.88 400 200 8 13 25 450 200 9 14 150.00 135.25 298 149 5.5 8 15.38 400 200 8 13 22.32 400 200 8 13

36 6

30 450 200 9 14 150.00 97.80 298 149 5.5 8 13.36 400 200 8 13 23.05 400 200 8 13 10 450 200 9 14 158.33 110.13 400 200 8 13 15.30 450 200 9 14 23.18 400 200 8 13 15 450 200 9 14 158.33 155.99 350 175 7 11 15.36 450 200 9 14 24.31 400 200 8 13 20 450 200 9 14 158.33 125.73 346 174 6 9 14.22 450 200 9 14 24.60 400 200 8 13 25 450 200 9 14 158.33 147.11 298 149 5.5 8 12.59 450 200 9 14 24.87 400 200 8 13

38 6

30 450 200 9 14 158.33 104.57 298 149 5.5 8 10.67 450 200 9 14 25.49 400 200 8 13 10 450 200 9 14 166.67 126.50 400 200 8 13 17.71 450 200 9 14 26.52 400 200 8 13 15 450 200 9 14 166.67 81.93 400 200 8 13 17.44 450 200 9 14 27.44 400 200 8 13 20 450 200 9 14 166.67 139.42 346 174 6 9 15.84 450 200 9 14 27.46 400 200 8 13 25 450 200 9 14 166.67 160.45 298 149 5.5 8 13.74 450 200 9 14 27.51 400 200 8 13

40 6

30 450 200 9 14 166.67 112.20 298 149 5.5 8 11.35 450 200 9 14 27.99 400 200 8 13 10 500 200 10 16 175.00 143.96 400 200 8 13 15.02 500 200 10 16 22.26 450 200 9 14 15 450 200 9 14 175.00 91.25 400 200 8 13 14.53 500 200 10 16 22.71 450 200 9 14 20 450 200 9 14 175.00 129.45 350 175 7 11 12.97 500 200 10 16 22.41 450 200 9 14 25 450 200 9 14 175.00 172.59 298 149 5.5 8 11.01 500 200 10 16 22.15 450 200 9 14

42 6

30 450 200 9 14 175.00 118.69 298 149 5.5 8 8.84 500 200 10 16 22.24 450 200 9 14

Page 26: Lampiran 1 Tabel profil yang dipakai

69

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 6 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 600 200 11 17 183.33 162.45 400 200 8 13 17.09 500 200 10 16 25.14 450 200 9 14 15 450 200 9 14 183.33 100.83 400 200 8 13 16.23 500 200 10 16 25.32 450 200 9 14 20 450 200 9 14 183.33 140.52 350 175 7 11 14.21 500 200 10 16 24.71 450 200 9 14 25 450 200 9 14 183.33 164.96 300 150 6.5 9 11.81 500 200 10 16 24.19 450 200 9 14

44 6

30 450 200 9 14 183.33 124.64 298 149 5.5 8 9.18 500 200 10 16 24.10 450 200 9 14 10 600 200 11 17 191.67 181.91 400 200 8 13 19.32 500 200 10 16 28.23 450 200 9 14 15 500 200 10 16 191.67 110.62 400 200 8 13 17.99 500 200 10 16 28.06 450 200 9 14 20 450 200 9 14 191.67 178.44 346 174 6 9 15.47 500 200 10 16 27.09 450 200 9 14 25 450 200 9 14 191.67 175.02 300 150 6.5 9 12.56 500 200 10 16 26.28 450 200 9 14

46 6

30 450 200 9 14 191.67 130.00 298 149 5.5 8 9.43 500 200 10 16 25.97 450 200 9 14 10 600 200 11 17 200.00 151.02 450 200 9 14 14.14 600 200 11 17 23.26 500 200 10 16 15 500 200 10 16 200.00 120.57 400 200 8 13 12.97 600 200 11 17 22.76 500 200 10 16 20 450 200 9 14 200.00 191.22 346 174 6 9 10.95 600 200 11 17 21.62 500 200 10 16 25 450 200 9 14 200.00 184.42 298 149 5.5 8 8.68 600 200 11 17 20.63 500 200 10 16

48 6

30 450 200 9 14 200.00 120.50 298 149 5.5 8 6.26 600 200 11 17 20.04 500 200 10 16 10 600 200 11 17 208.33 166.89 450 200 9 14 15.78 600 200 11 17 25.86 500 200 10 16 15 500 200 10 16 208.33 130.63 400 200 8 13 14.21 600 200 11 17 24.97 500 200 10 16 20 450 200 9 14 208.33 203.76 346 174 6 9 11.76 600 200 11 17 23.46 500 200 10 16 25 450 200 9 14 208.33 193.56 300 150 6.5 9 9.08 600 200 11 17 22.16 500 200 10 16

50 6

30 450 200 9 14 208.33 138.77 298 149 5.5 8 6.26 600 200 11 17 21.34 500 200 10 16

Page 27: Lampiran 1 Tabel profil yang dipakai

74

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (tanpa restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 248 124 5 8 66.67 64.66 248 124 5 8 23.12 200 100 5.5 8 33.11 298 149 5.5 8 15 248 124 5 8 66.67 58.84 248 124 5 8 16.84 248 124 5 8 35.99 298 149 5.5 8 20 248 124 5 8 66.67 53.89 248 124 5 8 20.55 248 124 5 8 38.66 300 150 6.5 9 25 248 124 5 8 66.67 49.63 248 124 5 8 21.86 248 124 5 8 29.44 346 174 6 9

16 8

30 250 125 6 9 66.67 45.88 248 124 5 8 21.86 248 124 5 8 34.43 346 174 6 9 10 248 124 5 8 75.00 55.77 298 149 5.5 8 18.27 248 124 5 8 36.97 298 149 5.5 8 15 248 124 5 8 75.00 49.80 298 149 5.5 8 24.47 248 124 5 8 39.86 300 150 6.5 9 20 250 125 6 9 75.00 71.02 248 124 5 8 26.04 250 125 6 9 29.35 346 174 6 9 25 298 149 5.5 8 75.00 64.15 248 124 5 8 19.18 298 149 5.5 8 34.41 346 174 6 9

18 8

30 298 149 5.5 8 75.00 58.16 248 124 5 8 20.89 298 149 5.5 8 33.32 350 175 7 11 10 298 149 5.5 8 83.33 78.93 298 149 5.5 8 22.98 250 125 6 9 36.59 300 150 6.5 9 15 298 149 5.5 8 83.33 69.13 298 149 5.5 8 19.69 298 149 5.5 8 26.91 346 174 6 9 20 298 149 5.5 8 83.33 60.95 298 149 5.5 8 23.16 298 149 5.5 8 29.61 346 174 6 9 25 298 149 5.5 8 83.33 82.46 250 125 6 9 25.66 298 149 5.5 8 33.14 350 175 7 11

20 8

30 300 150 6.5 9 83.33 82.44 248 124 5 8 24.60 300 150 6.5 9 36.59 350 175 7 11 10 298 149 5.5 8 91.67 64.68 346 174 6 9 20.45 298 149 5.5 8 27.23 346 174 6 9 15 298 149 5.5 8 91.67 83.05 300 150 6.5 9 26.39 298 149 5.5 8 34.13 346 174 6 9 20 298 149 5.5 8 91.67 80.09 298 149 5.5 8 18.16 346 174 6 9 39.40 346 174 6 9 25 300 150 6.5 9 91.67 69.71 298 149 5.5 8 19.79 346 174 6 9 38.47 350 175 7 11

22 8

30 346 174 6 9 91.67 60.92 298 149 5.5 8 20.80 346 174 6 9 26.67 400 200 8 13 10 300 150 6.5 9 95.83 74.70 346 174 6 9 21.15 300 150 6.5 9 29.06 346 174 6 9 15 300 150 6.5 9 95.83 95.01 300 150 6.5 9 17.99 346 174 6 9 36.60 346 174 6 9 20 300 150 6.5 9 95.83 90.76 298 149 5.5 8 20.59 346 174 6 9 35.16 350 175 7 11 25 346 174 6 9 95.83 78.28 298 149 5.5 8 22.23 346 174 6 9 24.56 400 200 8 13

23 8

30 346 174 6 9 95.83 67.81 298 149 5.5 8 23.16 346 174 6 9 28.65 400 200 8 13

Page 28: Lampiran 1 Tabel profil yang dipakai

75

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (tanpa restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 346 174 6 9 100.00 85.70 346 174 6 9 24.27 300 150 6.5 9 31.02 346 174 6 9 15 300 150 6.5 9 100.00 72.23 346 174 6 9 20.44 346 174 6 9 39.24 346 174 6 9 20 300 150 6.5 9 100.00 91.65 300 150 6.5 9 23.18 346 174 6 9 37.77 350 175 7 11 25 346 174 6 9 100.00 87.33 298 149 5.5 8 24.81 346 174 6 9 26.40 400 200 8 13

24 8

30 346 174 6 9 100.00 74.99 298 149 5.5 8 25.62 346 174 6 9 30.71 400 200 8 13 10 346 174 6 9 108.33 94.33 350 175 7 11 20.86 346 174 6 9 35.41 346 174 6 9 15 346 174 6 9 108.33 91.55 346 174 6 9 25.93 346 174 6 9 37.53 350 175 7 11 20 346 174 6 9 108.33 76.34 346 174 6 9 24.52 350 175 7 11 26.01 400 200 8 13 25 346 174 6 9 108.33 106.77 298 149 5.5 8 25.81 350 175 7 11 30.31 400 200 8 13

26 8

30 346 174 6 9 108.33 90.15 298 149 5.5 8 16.93 400 200 8 13 35.06 400 200 8 13 10 350 175 7 11 116.67 79.11 400 200 8 13 26.40 346 174 6 9 33.80 350 175 7 11 15 346 174 6 9 116.67 103.31 350 175 7 11 16.90 400 200 8 13 25.87 400 200 8 13 20 350 175 7 11 116.67 99.62 346 174 6 9 18.81 400 200 8 13 28.72 400 200 8 13 25 350 175 7 11 116.67 82.29 346 174 6 9 19.89 400 200 8 13 31.23 400 200 8 13

28 8

30 346 174 6 9 116.67 114.20 298 149 5.5 8 20.45 400 200 8 13 33.71 400 200 8 13 10 400 200 8 13 125.00 99.28 400 200 8 13 17.18 400 200 8 13 38.66 350 175 7 11 15 350 175 7 11 125.00 79.02 400 200 8 13 20.81 400 200 8 13 26.91 400 200 8 13 20 350 175 7 11 125.00 120.67 346 174 6 9 22.76 400 200 8 13 29.42 400 200 8 13 25 350 175 7 11 125.00 98.03 346 174 6 9 23.67 400 200 8 13 31.49 400 200 8 13

30 8

30 350 175 7 11 125.00 119.93 300 150 6.5 9 23.94 400 200 8 13 33.48 400 200 8 13 10 400 200 8 13 133.33 121.26 400 200 8 13 20.99 400 200 8 13 26.80 400 200 8 13 15 350 175 7 11 133.33 94.70 400 200 8 13 24.95 400 200 8 13 30.67 400 200 8 13 20 350 175 7 11 133.33 120.61 350 175 7 11 19.92 450 200 9 14 33.26 400 200 8 13 25 350 175 7 11 133.33 113.59 346 174 6 9 20.40 450 200 9 14 35.31 400 200 8 13

32 8

30 350 175 7 11 133.33 91.52 346 174 6 9 20.32 450 200 9 14 37.26 400 200 8 13

Page 29: Lampiran 1 Tabel profil yang dipakai

76

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (tanpa restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 400 200 8 13 141.67 108.84 450 200 9 14 25.28 400 200 8 13 30.60 400 200 8 13 15 400 200 8 13 141.67 111.88 400 200 8 13 21.91 450 200 9 14 34.77 400 200 8 13 20 400 200 8 13 141.67 111.88 400 200 8 13 23.14 450 200 9 14 37.37 400 200 8 13 25 400 200 8 13 141.67 140.08 350 175 7 11 23.32 450 200 9 14 39.33 400 200 8 13

34 8

30 350 175 7 11 141.67 103.10 346 174 6 9 22.89 450 200 9 14 30.29 450 200 9 14 10 450 200 9 14 150.00 129.97 450 200 9 14 22.31 450 200 9 14 39.21 400 200 8 13 15 450 200 9 14 150.00 129.39 450 200 9 14 25.56 450 200 9 14 39.21 400 200 8 13 20 450 200 9 14 150.00 99.82 400 200 8 13 26.55 450 200 9 14 30.84 450 200 9 14 25 450 200 9 14 150.00 146.76 346 174 6 9 26.35 450 200 9 14 32.10 450 200 9 14

36 8

30 450 200 9 14 150.00 114.84 346 174 6 9 25.49 450 200 9 14 33.26 450 200 9 14 10 450 200 9 14 158.33 152.09 450 200 9 14 20.11 450 200 9 14 38.26 400 200 8 13 15 450 200 9 14 158.33 150.62 400 200 8 13 22.83 500 200 10 16 31.40 450 200 9 14 20 450 200 9 14 158.33 113.30 400 200 8 13 23.56 500 200 10 16 32.89 450 200 9 14 25 450 200 9 14 158.33 139.31 350 175 7 11 23.29 500 200 10 16 33.78 450 200 9 14

38 8

30 450 200 9 14 158.33 126.64 346 174 6 9 22.48 500 200 10 16 34.59 450 200 9 14 10 450 200 9 14 166.67 131.77 500 200 10 16 22.63 500 200 10 16 32.90 450 200 9 14 15 450 200 9 14 166.67 128.32 450 200 9 14 25.00 500 200 10 16 36.33 450 200 9 14 20 450 200 9 14 166.67 127.36 400 200 8 13 25.15 500 200 10 16 37.82 450 200 9 14 25 450 200 9 14 166.67 154.36 350 175 7 11 24.24 500 200 10 16 38.77 450 200 9 14

40 8

30 450 200 9 14 166.67 138.41 346 174 6 9 22.81 500 200 10 16 39.36 450 200 9 14 10 500 200 10 16 175.00 151.89 500 200 10 16 17.10 600 200 11 17 36.97 450 200 9 14 15 450 200 9 14 175.00 145.92 450 200 9 14 18.59 600 200 11 17 29.85 500 200 10 16 20 450 200 9 14 175.00 141.93 400 200 8 13 18.42 600 200 11 17 30.67 500 200 10 16 25 450 200 9 14 175.00 169.60 350 175 7 11 26.63 500 200 10 16 30.94 500 200 10 16

42 8

30 450 200 9 14 175.00 150.06 346 174 6 9 24.72 500 200 10 16 31.15 500 200 10 16

Page 30: Lampiran 1 Tabel profil yang dipakai

77

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (tanpa restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 600 200 11 17 183.33 173.62 500 200 10 16 19.56 600 200 11 17 30.62 500 200 10 16 15 450 200 9 14 183.33 163.11 450 200 9 14 20.88 600 200 11 17 33.00 500 200 10 16 20 450 200 9 14 183.33 156.94 400 200 8 13 20.37 600 200 11 17 33.52 500 200 10 16 25 450 200 9 14 183.33 114.99 400 200 8 13 19.11 600 200 11 17 33.48 500 200 10 16

44 8

30 450 200 9 14 183.33 161.52 346 174 6 9 17.51 600 200 11 17 33.44 500 200 10 16 10 600 200 11 17 191.67 130.45 500 200 10 16 22.19 600 200 11 17 34.13 500 200 10 16 15 500 200 10 16 191.67 181.80 450 200 9 14 23.27 600 200 11 17 36.30 500 200 10 16 20 450 200 9 14 191.67 172.31 400 200 8 13 22.37 600 200 11 17 36.45 500 200 10 16 25 450 200 9 14 191.67 124.58 400 200 8 13 20.69 600 200 11 17 36.06 500 200 10 16

46 8

30 450 200 9 14 191.67 172.72 346 174 6 9 18.71 600 200 11 17 35.73 500 200 10 16 10 600 200 11 17 200.00 146.95 600 200 11 17 25.00 600 200 11 17 37.86 500 200 10 16 15 500 200 10 16 200.00 149.99 500 200 10 16 25.76 600 200 11 17 39.73 500 200 10 16 20 450 200 9 14 200.00 187.98 400 200 8 13 24.40 600 200 11 17 39.45 500 200 10 16 25 450 200 9 14 200.00 134.13 400 200 8 13 22.28 600 200 11 17 38.66 500 200 10 16

48 8

30 450 200 9 14 200.00 183.58 346 174 6 9 19.88 600 200 11 17 38.00 500 200 10 16 10 600 200 11 17 208.33 164.47 600 200 11 17 27.98 #N/A #N/A #N/A #N/A 27.49 600 200 11 17 15 500 200 10 16 208.33 165.03 500 200 10 16 28.34 #N/A #N/A #N/A #N/A 28.46 600 200 11 17 20 450 200 9 14 208.33 203.86 400 200 8 13 26.46 600 200 11 17 27.88 600 200 11 17 25 450 200 9 14 208.33 143.62 400 200 8 13 23.84 600 200 11 17 26.97 600 200 11 17

50 8

30 450 200 9 14 208.33 194.06 346 174 6 9 21.01 600 200 11 17 26.18 600 200 11 17

Page 31: Lampiran 1 Tabel profil yang dipakai

70

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (dengan restrain)

Beban Tetap Beban Sementara Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi

Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 248 124 5 8 66.67 64.66 248 124 5 8 18.49 200 100 5.5 8 34.75 200 100 5.5 8 15 248 124 5 8 66.67 58.84 248 124 5 8 24.76 200 100 5.5 8 39.55 200 100 5.5 8 20 248 124 5 8 66.67 53.89 248 124 5 8 15.99 248 124 5 8 23.27 248 124 5 8 25 248 124 5 8 66.67 49.63 248 124 5 8 18.42 248 124 5 8 25.85 248 124 5 8

16 8

30 250 125 6 9 66.67 45.88 248 124 5 8 14.55 248 124 5 8 28.80 248 124 5 8 10 248 124 5 8 75.00 55.77 298 149 5.5 8 14.55 248 124 5 8 25.94 248 124 5 8 15 248 124 5 8 75.00 49.80 298 149 5.5 8 19.12 248 124 5 8 26.11 248 124 5 8 20 250 125 6 9 75.00 71.02 248 124 5 8 22.71 248 124 5 8 29.13 248 124 5 8 25 298 149 5.5 8 75.00 64.15 248 124 5 8 25.70 248 124 5 8 32.28 248 124 5 8

18 8

30 298 149 5.5 8 75.00 58.16 248 124 5 8 25.16 250 125 6 9 35.88 248 124 5 8 10 298 149 5.5 8 83.33 78.93 298 149 5.5 8 20.59 248 124 5 8 28.28 248 124 5 8 15 298 149 5.5 8 83.33 69.13 298 149 5.5 8 26.51 248 124 5 8 32.37 248 124 5 8 20 298 149 5.5 8 83.33 60.95 298 149 5.5 8 17.89 298 149 5.5 8 35.97 248 124 5 8 25 298 149 5.5 8 83.33 82.46 250 125 6 9 19.89 298 149 5.5 8 39.68 248 124 5 8

20 8

30 300 150 6.5 9 83.33 82.44 248 124 5 8 21.56 298 149 5.5 8 38.60 250 125 6 9 10 298 149 5.5 8 91.67 64.68 346 174 6 9 24.95 250 125 6 9 34.77 248 124 5 8 15 298 149 5.5 8 91.67 83.05 300 150 6.5 9 20.53 298 149 5.5 8 39.66 248 124 5 8 20 298 149 5.5 8 91.67 80.09 298 149 5.5 8 23.52 298 149 5.5 8 38.60 250 125 6 9 25 300 150 6.5 9 91.67 69.71 298 149 5.5 8 25.72 298 149 5.5 8 27.44 298 149 5.5 8

22 8

30 346 174 6 9 91.67 60.92 298 149 5.5 8 16.78 300 150 6.5 9 24.24 298 149 5.5 8 10 300 150 6.5 9 95.83 74.70 346 174 6 9 18.92 298 149 5.5 8 38.42 248 124 5 8 15 300 150 6.5 9 95.83 95.01 300 150 6.5 9 23.70 298 149 5.5 8 38.53 250 125 6 9 20 300 150 6.5 9 95.83 90.76 298 149 5.5 8 23.87 300 150 6.5 9 27.53 298 149 5.5 8 25 346 174 6 9 95.83 78.28 298 149 5.5 8 25.89 300 150 6.5 9 30.05 298 149 5.5 8

23 8

30 346 174 6 9 95.83 67.81 298 149 5.5 8 18.21 346 174 6 9 32.95 298 149 5.5 8

Page 32: Lampiran 1 Tabel profil yang dipakai

71

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=26,67 mm) Lendutan Kolom (<=40 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 346 174 6 9 100.00 85.70 346 174 6 9 21.51 298 149 5.5 8 37.35 250 125 6 9 15 300 150 6.5 9 100.00 72.23 346 174 6 9 23.89 300 150 6.5 9 27.51 298 149 5.5 8 20 300 150 6.5 9 100.00 91.65 300 150 6.5 9 17.89 346 174 6 9 30.15 298 149 5.5 8 25 346 174 6 9 100.00 87.33 298 149 5.5 8 19.25 346 174 6 9 32.79 298 149 5.5 8

24 8

30 346 174 6 9 100.00 74.99 298 149 5.5 8 20.19 346 174 6 9 29.29 298 149 5.5 8 10 346 174 6 9 108.33 94.33 350 175 7 11 24.89 300 150 6.5 9 29.29 298 149 5.5 8 15 346 174 6 9 108.33 91.55 346 174 6 9 20.15 346 174 6 9 32.98 298 149 5.5 8 20 346 174 6 9 108.33 76.34 346 174 6 9 22.33 346 174 6 9 35.84 298 149 5.5 8 25 346 174 6 9 108.33 106.77 298 149 5.5 8 23.64 346 174 6 9 38.68 298 149 5.5 8

26 8

30 346 174 6 9 108.33 90.15 298 149 5.5 8 24.41 346 174 6 9 31.20 300 150 6.5 9 10 350 175 7 11 116.67 79.11 400 200 8 13 20.92 346 174 6 9 35.08 298 149 5.5 8 15 346 174 6 9 116.67 103.31 350 175 7 11 25.05 346 174 6 9 39.13 298 149 5.5 8 20 350 175 7 11 116.67 99.62 346 174 6 9 23.17 350 175 7 11 37.42 300 150 6.5 9 25 350 175 7 11 116.67 82.29 346 174 6 9 24.16 350 175 7 11 40.00 300 150 6.5 9

28 8

30 346 174 6 9 116.67 114.20 298 149 5.5 8 24.57 350 175 7 11 28.40 346 174 6 9 10 400 200 8 13 125.00 99.28 400 200 8 13 26.01 346 174 6 9 37.06 300 150 6.5 9 15 350 175 7 11 125.00 79.02 400 200 8 13 25.96 350 175 7 11 27.06 346 174 6 9 20 350 175 7 11 125.00 120.67 346 174 6 9 17.21 400 200 8 13 28.79 346 174 6 9 25 350 175 7 11 125.00 98.03 346 174 6 9 17.68 400 200 8 13 30.47 346 174 6 9

30 8

30 350 175 7 11 125.00 119.93 300 150 6.5 9 17.71 400 200 8 13 32.55 346 174 6 9 10 400 200 8 13 133.33 121.26 400 200 8 13 16.65 400 200 8 13 28.86 346 174 6 9 15 350 175 7 11 133.33 94.70 400 200 8 13 19.28 400 200 8 13 31.50 346 174 6 9 20 350 175 7 11 133.33 120.61 350 175 7 11 20.37 400 200 8 13 33.17 346 174 6 9 25 350 175 7 11 133.33 113.59 346 174 6 9 20.62 400 200 8 13 34.81 346 174 6 9

32 8

30 350 175 7 11 133.33 91.52 346 174 6 9 20.35 400 200 8 13 36.93 346 174 6 9

Page 33: Lampiran 1 Tabel profil yang dipakai

72

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 400 200 8 13 141.67 108.84 450 200 9 14 20.10 400 200 8 13 33.70 346 174 6 9 15 400 200 8 13 141.67 111.88 400 200 8 13 22.88 400 200 8 13 36.36 346 174 6 9 20 400 200 8 13 141.67 111.88 400 200 8 13 23.81 400 200 8 13 37.89 346 174 6 9 25 400 200 8 13 141.67 140.08 350 175 7 11 23.75 400 200 8 13 39.42 346 174 6 9

34 8

30 350 175 7 11 141.67 103.10 346 174 6 9 23.09 400 200 8 13 34.59 350 175 7 11 10 450 200 9 14 150.00 129.97 450 200 9 14 23.95 400 200 8 13 38.97 346 174 6 9 15 450 200 9 14 150.00 129.39 450 200 9 14 19.91 450 200 9 14 35.05 350 175 7 11 20 450 200 9 14 150.00 99.82 400 200 8 13 20.43 450 200 9 14 36.04 350 175 7 11 25 450 200 9 14 150.00 146.76 346 174 6 9 20.09 450 200 9 14 37.03 350 175 7 11

36 8

30 450 200 9 14 150.00 114.84 346 174 6 9 20.95 450 200 9 14 38.58 350 175 7 11 10 450 200 9 14 158.33 152.09 450 200 9 14 20.95 450 200 9 14 37.90 350 175 7 11 15 450 200 9 14 158.33 150.62 400 200 8 13 23.10 450 200 9 14 39.83 350 175 7 11 20 450 200 9 14 158.33 113.30 400 200 8 13 23.35 450 200 9 14 24.60 400 200 8 13 25 450 200 9 14 158.33 139.31 350 175 7 11 22.63 450 200 9 14 24.87 400 200 8 13

38 8

30 450 200 9 14 158.33 126.64 346 174 6 9 21.35 450 200 9 14 26.52 400 200 8 13 10 450 200 9 14 166.67 131.77 500 200 10 16 24.46 450 200 9 14 26.52 400 200 8 13 15 450 200 9 14 166.67 128.32 450 200 9 14 26.54 450 200 9 14 27.44 400 200 8 13 20 450 200 9 14 166.67 127.36 400 200 8 13 26.44 450 200 9 14 27.46 400 200 8 13 25 450 200 9 14 166.67 154.36 350 175 7 11 25.27 450 200 9 14 27.51 400 200 8 13

40 8

30 450 200 9 14 166.67 138.41 346 174 6 9 23.46 450 200 9 14 27.99 400 200 8 13 10 500 200 10 16 175.00 151.89 500 200 10 16 20.96 500 200 10 16 30.12 400 200 8 13 15 450 200 9 14 175.00 145.92 450 200 9 14 22.41 500 200 10 16 30.77 400 200 8 13 20 450 200 9 14 175.00 141.93 400 200 8 13 22.02 500 200 10 16 30.46 400 200 8 13 25 450 200 9 14 175.00 169.60 350 175 7 11 20.75 500 200 10 16 30.24 400 200 8 13

42 8

30 450 200 9 14 175.00 150.06 346 174 6 9 18.97 500 200 10 16 30.54 400 200 8 13

Page 34: Lampiran 1 Tabel profil yang dipakai

73

DIMENSI PROFIL BERDASARKAN INTERAKSI MOMENT-NORMAL DAN LENDUTAN DENGAN KETINGGIAN 8 METER (dengan restrain)

(LANJUTAN) Beban Tetap Beban Sementara

Lendutan Rafter Lendutan Kolom (<=20 mm) Lendutan Kolom (<=30 mm) Bentang Tinggi Kolom Kemiringan

h b tb ts h b tb ts h b tb ts h b tb ts (m) (m) (derajat) (mm) (mm) (mm) (mm)

Ijin Terjadi(mm) (mm) (mm) (mm)

Terjadi (mm) (mm) (mm) (mm)

Terjadi(mm) (mm) (mm) (mm)

10 600 200 11 17 183.33 173.62 500 200 10 16 24.06 500 200 10 16 34.01 400 200 8 13 15 450 200 9 14 183.33 163.11 450 200 9 14 25.34 500 200 10 16 34.30 400 200 8 13 20 450 200 9 14 183.33 156.94 400 200 8 13 24.54 500 200 10 16 33.59 400 200 8 13 25 450 200 9 14 183.33 114.99 400 200 8 13 22.80 500 200 10 16 33.05 400 200 8 13

44 8

30 450 200 9 14 183.33 161.52 346 174 6 9 20.51 500 200 10 16 33.13 400 200 8 13 10 600 200 11 17 191.67 130.45 500 200 10 16 17.95 600 200 11 17 38.18 400 200 8 13 15 500 200 10 16 191.67 181.80 450 200 9 14 18.66 600 200 11 17 38.01 400 200 8 13 20 450 200 9 14 191.67 172.31 400 200 8 13 17.84 600 200 11 17 36.83 400 200 8 13 25 450 200 9 14 191.67 124.58 400 200 8 13 16.34 600 200 11 17 35.92 400 200 8 13

46 8

30 450 200 9 14 191.67 172.72 346 174 6 9 14.46 600 200 11 17 35.74 400 200 8 13 10 600 200 11 17 200.00 146.95 600 200 11 17 20.32 600 200 11 17 31.53 450 200 9 14 15 500 200 10 16 200.00 149.99 500 200 10 16 20.81 600 200 11 17 30.94 450 200 9 14 20 450 200 9 14 200.00 187.98 400 200 8 13 19.62 600 200 11 17 29.55 450 200 9 14 25 450 200 9 14 200.00 134.13 400 200 8 13 17.71 600 200 11 17 28.40 450 200 9 14

48 8

30 450 200 9 14 200.00 183.58 346 174 6 9 15.39 600 200 11 17 27.84 450 200 9 14 10 600 200 11 17 208.33 164.47 600 200 11 17 22.87 600 200 11 17 35.04 450 200 9 14 15 500 200 10 16 208.33 165.03 500 200 10 16 23.06 600 200 11 17 33.94 450 200 9 14 20 450 200 9 14 208.33 203.86 400 200 8 13 21.45 600 200 11 17 32.07 450 200 9 14 25 450 200 9 14 208.33 143.62 400 200 8 13 19.08 600 200 11 17 30.54 450 200 9 14

50 8

30 450 200 9 14 208.33 194.06 346 174 6 9 16.28 600 200 11 17 29.71 450 200 9 14

Page 35: Lampiran 1 Tabel profil yang dipakai

78

Lampiran 6

Grafik Hubungan Panjang Bentang Dengan Profil Yang Dipakai

Page 36: Lampiran 1 Tabel profil yang dipakai

79

Profil yang dipakai untuk kemiringan atap 10 Derajat dan tinggi kolom 6 m (tanpa restrain)

298 298 300

346 346 346 350

400 400 400

450 450 450

500

600 600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 37: Lampiran 1 Tabel profil yang dipakai

80

Profil yang dipakai untuk kemiringan atap 15 Derajat dan tinggi kolom 6 m (tanpa restrain)

250

298 298 300 300

346 346 350

400 400 400

450 450

500 500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 38: Lampiran 1 Tabel profil yang dipakai

81

Profil yang dipakai untuk kemiringan atap 20 Derajat dan tinggi kolom 6 m (tanpa restrain)

298 298 298

346 346 346 346 350

400 400 400

450 450 450

500 500 500 500

600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Pro

fil

Page 39: Lampiran 1 Tabel profil yang dipakai

82

Profil yang dipakai untuk kemiringan atap 25 Derajat dan tinggi kolom 6 m (tanpa restrain)

298 298

346 346 346 346 350 350

400 400 400

450 450 450 450 450

500 500 500

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 40: Lampiran 1 Tabel profil yang dipakai

83

Profil yang dipakai untuk kemiringan atap 30 Derajat dan tinggi kolom 6 m (tanpa restrain)

298

346 346 346 346 350 350 350

400 400 400

450 450 450 450 450 450 450 450

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 41: Lampiran 1 Tabel profil yang dipakai

84

Profil yang dipakai untuk tinggi kolom 6 meter (tanpa restrain)

250

298 298 300

346 346 346 350

400 400 400

450 450

500 500

600 600 600 600

250

298 298 300 300

346 346 350

400 400 400

450 450

500 500 500

600 600 600

298 298 298

346 346 346 346 350

400 400 400

450 450 450

500 500 500 500

600

298 298

346 346 346 346 350 350

400 400 400

450 450 450 450 450

500 500 500

298

346 346 346 346 350 350 350

400 400 400

450 450 450 450 450 450 450 450

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

10

15

20

25

30

Page 42: Lampiran 1 Tabel profil yang dipakai

85

Profil yang dipakai untuk kemiringan atap 10 Derajat dan tinggi kolom 6 m (dengan restrain)

298 298 300

346 346 346 350

400 400 400

450 450 450

500

600 600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

]

Page 43: Lampiran 1 Tabel profil yang dipakai

86

Profil yang dipakai untuk kemiringan atap 15 Derajat dan tinggi kolom 6 m (dengan restrain)

248 248

298 298 300 300

346 346 350

400 400

450 450 450

500 500 500

600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 44: Lampiran 1 Tabel profil yang dipakai

87

Profil yang dipakai untuk kemiringan atap 20 Derajat dan tinggi kolom 6 m (dengan restrain)

248 250

298 298 300 300

346 350 350

400 400

450 450 450

500 500 500

600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Pro

fil

Page 45: Lampiran 1 Tabel profil yang dipakai

88

Profil yang dipakai untuk kemiringan atap 25 Derajat dan tinggi kolom 6 m (dengan restrain)

248

298 298 300

346 346 346 350 350

400 400

450 450 450

500 500 500

600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 46: Lampiran 1 Tabel profil yang dipakai

89

Profil yang dipakai untuk kemiringan atap 30 Derajat dan tinggi kolom 6 m (dengan restrain)

250

298 300

346 346 346 346 346 350

400 400

450 450 450

500 500 500

600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 47: Lampiran 1 Tabel profil yang dipakai

90

Profil yang dipakai untuk tinggi kolom 6 meter (dengan restrain)

250

298 298 300

346 346 346 350

400 400 400

450 450 450

500

600 600 600 600

248

298 298 300 300

346 346 350

400 400

450 450 450

500 500 500

600 600

248

298 298 300 300

346 350 350

400 400

450 450 450

500 500 500

600 600

248

298 298

346 346 346 350 350

400 400

450 450 450

500 500 500

600 600

250

298 300

346 346 346 346 346 350

400 400

450 450 450

500 500 500

600 600

248250

300

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

1015202530

Page 48: Lampiran 1 Tabel profil yang dipakai

91

Profil yang dipakai untuk kemiringan atap 10 Derajat dan tinggi kolom 8 m (tanpa restrain)

298 298 300

346 346 346 350

400 400 400

450 450 450

500

600 600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 49: Lampiran 1 Tabel profil yang dipakai

92

Profil yang dipakai untuk kemiringan atap 15 Derajat dan tinggi kolom 8 m (tanpa restrain)

298 300

346 346 346 346 350

400 400 400

450 450

500 500

600 600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 50: Lampiran 1 Tabel profil yang dipakai

93

Profil yang dipakai untuk kemiringan atap 20 Derajat dan tinggi kolom 8 m (tanpa restrain)

300

346 346 346 350 350

400 400 400

450 450 450

500 500

600 600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Pro

fil

Page 51: Lampiran 1 Tabel profil yang dipakai

94

Profil yang dipakai untuk kemiringan atap 25 Derajat dan tinggi kolom 8 m (tanpa restrain)

346 346 350 350

400 400 400 400 400

450 450 450

500 500 500

600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang

Prof

il

Page 52: Lampiran 1 Tabel profil yang dipakai

95

Profil yang dipakai untuk kemiringan atap 30 Derajat dan tinggi kolom 8 m (tanpa restrain)

346 350 350

400 400 400 400 400 400

450 450 450

500 500 500

600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang

Prof

il

Page 53: Lampiran 1 Tabel profil yang dipakai

96

Profil yang dipakai untuk tinggi kolom 8 meter (tanpa restrain)

298 298 300

346 346 346 350

400 400 400

450 450 450

500

600 600 600 600 600

298 300

346 346 346 346 350

400 400 400

450 450

500 500

600 600 600 600 600

300

346 346 346 350 350

400 400 400

450 450 450

500 500

600 600 600 600 600

346 346 350 350

400 400 400 400 400

450 450 450

500 500 500

600 600 600 600

346 350 350

400 400 400 400 400 400

450 450 450

500 500 500

600 600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

10

15

20

25

30

Page 54: Lampiran 1 Tabel profil yang dipakai

97

Profil yang dipakai untuk kemiringan atap 10 Derajat dan tinggi kolom 8 m(dengan restrain)

248

298 298 300 300

346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 55: Lampiran 1 Tabel profil yang dipakai

98

Profil yang dipakai untuk kemiringan atap 15 Derajat dan tinggi kolom 8 m(dengan restrain)

248

298 298 300 300

346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 56: Lampiran 1 Tabel profil yang dipakai

99

Profil yang dipakai untuk kemiringan atap 20 Derajat dan tinggi kolom 8 m(dengan restrain)

248 250

298 298 300

346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Pro

fil

Page 57: Lampiran 1 Tabel profil yang dipakai

100

Profil yang dipakai untuk kemiringan atap 25 Derajat dan tinggi kolom 8 m(dengan restrain)

248

298 298 300

346 346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 58: Lampiran 1 Tabel profil yang dipakai

101

Profil yang dipakai untuk kemiringan atap 30 Derajat dan tinggi kolom 8 m(dengan restrain)

250

298 300

346 346 346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

Page 59: Lampiran 1 Tabel profil yang dipakai

102

Profil yang dipakai untuk tinggi kolom 8 meter (dengan resrain)

248

298 298

346 346 346 350

400 400 400

450 450 450

500 500

600 600 600 600

248

298 298 300 300

346 346 350

400 400 400

450 450 450

500 500

600 600 600

248 250

298 298 300

346 346 350

400 400 400

450 450 450

500 500

600 600 600

248

298 298 300

346 346 346 350

400 400 400

450 450 450

500 500

600 600 600

250

298 300

346 346 346 346 350

400 400 400

450 450 450

500 500

600 600 600

200

250

300

350

400

450

500

550

600

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Prof

il

1015202530

Page 60: Lampiran 1 Tabel profil yang dipakai

103

Lampiran 7

Grafik Hubungan Panjang Bentang Dengan Berat Profil Yang Dipakai

Page 61: Lampiran 1 Tabel profil yang dipakai

104

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 1 0 Der aj atdan t i nggi kol om 6 m ( t anpa r est r ai n)

1 0 0 0

1 1 0 0

1 2 0 0

1 3 0 0

1 4 0 0

1 5 0 0

1 6 0 0

1 7 0 0

1 8 0 0

1 9 0 0

2 0 0 0

2 1 0 0

2 2 0 0

2 3 0 0

2 4 0 0

2 5 0 0

2 6 0 0

2 7 0 0

2 8 0 0

2 9 0 0

3 0 0 0

3 1 0 0

3 2 0 0

3 3 0 0

3 4 0 0

3 5 0 0

3 6 0 0

3 7 0 0

3 8 0 0

3 9 0 0

4 0 0 0

4 1 0 0

4 2 0 0

4 3 0 0

4 4 0 0

4 5 0 0

4 6 0 0

4 7 0 0

4 8 0 0

4 9 0 0

5 0 0 0

5 1 0 0

5 2 0 0

5 3 0 0

5 4 0 0

5 5 0 0

5 6 0 0

5 7 0 0

5 8 0 0

5 9 0 0

6 0 0 0

6 1 0 0

6 2 0 0

6 3 0 0

6 4 0 0

6 5 0 0

6 6 0 0

6 7 0 0

6 8 0 0

6 9 0 0

7 0 0 0

7 1 0 0

7 2 0 0

7 3 0 0

7 4 0 0

7 5 0 0

7 6 0 0

7 7 0 0

7 8 0 0

7 9 0 0

8 0 0 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 62: Lampiran 1 Tabel profil yang dipakai

105

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 1 5 Der aj atdan t i nggi kol om 6 m ( t anpa r est r ai n)

1 0 0 0

1 1 0 0

1 2 0 0

1 3 0 0

1 4 0 0

1 5 0 0

1 6 0 0

1 7 0 0

1 8 0 0

1 9 0 0

2 0 0 0

2 1 0 0

2 2 0 0

2 3 0 0

2 4 0 0

2 5 0 0

2 6 0 0

2 7 0 0

2 8 0 0

2 9 0 0

3 0 0 0

3 1 0 0

3 2 0 0

3 3 0 0

3 4 0 0

3 5 0 0

3 6 0 0

3 7 0 0

3 8 0 0

3 9 0 0

4 0 0 0

4 1 0 0

4 2 0 0

4 3 0 0

4 4 0 0

4 5 0 0

4 6 0 0

4 7 0 0

4 8 0 0

4 9 0 0

5 0 0 0

5 1 0 0

5 2 0 0

5 3 0 0

5 4 0 0

5 5 0 0

5 6 0 0

5 7 0 0

5 8 0 0

5 9 0 0

6 0 0 0

6 1 0 0

6 2 0 0

6 3 0 0

6 4 0 0

6 5 0 0

6 6 0 0

6 7 0 0

6 8 0 0

6 9 0 0

7 0 0 0

7 1 0 0

7 2 0 0

7 3 0 0

7 4 0 0

7 5 0 0

7 6 0 0

7 7 0 0

7 8 0 0

7 9 0 0

8 0 0 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 63: Lampiran 1 Tabel profil yang dipakai

106

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 20 Der aj atdan t i nggi kol om 6 m ( t anpa r est r ai n)

1 0 0 0

1 1 0 0

1 2 0 0

1 3 0 0

1 4 0 0

1 5 0 0

1 6 0 0

1 7 0 0

1 8 0 0

1 9 0 0

2 0 0 0

2 1 0 0

2 2 0 0

2 3 0 0

2 4 0 0

2 5 0 0

2 6 0 0

2 7 0 0

2 8 0 0

2 9 0 0

3 0 0 0

3 1 0 0

3 2 0 0

3 3 0 0

3 4 0 0

3 5 0 0

3 6 0 0

3 7 0 0

3 8 0 0

3 9 0 0

4 0 0 0

4 1 0 0

4 2 0 0

4 3 0 0

4 4 0 0

4 5 0 0

4 6 0 0

4 7 0 0

4 8 0 0

4 9 0 0

5 0 0 0

5 1 0 0

5 2 0 0

5 3 0 0

5 4 0 0

5 5 0 0

5 6 0 0

5 7 0 0

5 8 0 0

5 9 0 0

6 0 0 0

6 1 0 0

6 2 0 0

6 3 0 0

6 4 0 0

6 5 0 0

6 6 0 0

6 7 0 0

6 8 0 0

6 9 0 0

7 0 0 0

7 1 0 0

7 2 0 0

7 3 0 0

7 4 0 0

7 5 0 0

7 6 0 0

7 7 0 0

7 8 0 0

7 9 0 0

8 0 0 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 64: Lampiran 1 Tabel profil yang dipakai

107

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 25 Der aj atdan t i nggi kol om 6 m ( t anpa r est r ai n)

1 0 0 0

1 1 0 0

1 2 0 0

1 3 0 0

1 4 0 0

1 5 0 0

1 6 0 0

1 7 0 0

1 8 0 0

1 9 0 0

2 0 0 0

2 1 0 0

2 2 0 0

2 3 0 0

2 4 0 0

2 5 0 0

2 6 0 0

2 7 0 0

2 8 0 0

2 9 0 0

3 0 0 0

3 1 0 0

3 2 0 0

3 3 0 0

3 4 0 0

3 5 0 0

3 6 0 0

3 7 0 0

3 8 0 0

3 9 0 0

4 0 0 0

4 1 0 0

4 2 0 0

4 3 0 0

4 4 0 0

4 5 0 0

4 6 0 0

4 7 0 0

4 8 0 0

4 9 0 0

5 0 0 0

5 1 0 0

5 2 0 0

5 3 0 0

5 4 0 0

5 5 0 0

5 6 0 0

5 7 0 0

5 8 0 0

5 9 0 0

6 0 0 0

6 1 0 0

6 2 0 0

6 3 0 0

6 4 0 0

6 5 0 0

6 6 0 0

6 7 0 0

6 8 0 0

6 9 0 0

7 0 0 0

7 1 0 0

7 2 0 0

7 3 0 0

7 4 0 0

7 5 0 0

7 6 0 0

7 7 0 0

7 8 0 0

7 9 0 0

8 0 0 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 65: Lampiran 1 Tabel profil yang dipakai

108

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 30 Der aj at dan t i nggi kol om 6 m ( t anpa r est r ai n)

1 0 0 0

1 1 0 0

1 2 0 0

1 3 0 0

1 4 0 0

1 5 0 0

1 6 0 0

1 7 0 0

1 8 0 0

1 9 0 0

2 0 0 0

2 1 0 0

2 2 0 0

2 3 0 0

2 4 0 0

2 5 0 0

2 6 0 0

2 7 0 0

2 8 0 0

2 9 0 0

3 0 0 0

3 1 0 0

3 2 0 0

3 3 0 0

3 4 0 0

3 5 0 0

3 6 0 0

3 7 0 0

3 8 0 0

3 9 0 0

4 0 0 0

4 1 0 0

4 2 0 0

4 3 0 0

4 4 0 0

4 5 0 0

4 6 0 0

4 7 0 0

4 8 0 0

4 9 0 0

5 0 0 0

5 1 0 0

5 2 0 0

5 3 0 0

5 4 0 0

5 5 0 0

5 6 0 0

5 7 0 0

5 8 0 0

5 9 0 0

6 0 0 0

6 1 0 0

6 2 0 0

6 3 0 0

6 4 0 0

6 5 0 0

6 6 0 0

6 7 0 0

6 8 0 0

6 9 0 0

7 0 0 0

7 1 0 0

7 2 0 0

7 3 0 0

7 4 0 0

7 5 0 0

7 6 0 0

7 7 0 0

7 8 0 0

7 9 0 0

8 0 0 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 66: Lampiran 1 Tabel profil yang dipakai

109

Berat profil yang dipakai dengan tinggi kolom 6 meter (tanpa restrain)

10001100120013001400150016001700180019002000210022002300240025002600270028002900300031003200330034003500360037003800390040004100420043004400450046004700480049005000510052005300540055005600570058005900600061006200630064006500660067006800690070007100720073007400750076007700780079008000

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(Kg) 10

15

20

25

30

Page 67: Lampiran 1 Tabel profil yang dipakai

110

Berat profil yang dipakai untuk kemiringan atap 10 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.0

1100.0

1200.0

1300.0

1400.0

1500.0

1600.0

1700.0

1800.0

1900.0

2000.0

2100.0

2200.0

2300.0

2400.0

2500.0

2600.0

2700.0

2800.0

2900.0

3000.0

3100.0

3200.0

3300.0

3400.0

3500.0

3600.0

3700.0

3800.0

3900.0

4000.0

4100.0

4200.0

4300.0

4400.0

4500.0

4600.0

4700.0

4800.0

4900.0

5000.0

5100.0

5200.0

5300.0

5400.0

5500.0

5600.0

5700.0

5800.0

5900.0

6000.0

6100.0

6200.0

6300.0

6400.0

6500.0

6600.0

6700.0

6800.0

6900.0

7000.0

7100.0

7200.0

7300.0

7400.0

7500.0

7600.0

7700.0

7800.0

7900.0

8000.0

8100.0

8200.0

8300.0

8400.0

8500.0

8600.0

8700.0

8800.0

8900.0

9000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 68: Lampiran 1 Tabel profil yang dipakai

111

Berat profil yang dipakai untuk kemiringan atap 15 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.0

1100.0

1200.0

1300.0

1400.0

1500.0

1600.0

1700.0

1800.0

1900.0

2000.0

2100.0

2200.0

2300.0

2400.0

2500.0

2600.0

2700.0

2800.0

2900.0

3000.0

3100.0

3200.0

3300.0

3400.0

3500.0

3600.0

3700.0

3800.0

3900.0

4000.0

4100.0

4200.0

4300.0

4400.0

4500.0

4600.0

4700.0

4800.0

4900.0

5000.0

5100.0

5200.0

5300.0

5400.0

5500.0

5600.0

5700.0

5800.0

5900.0

6000.0

6100.0

6200.0

6300.0

6400.0

6500.0

6600.0

6700.0

6800.0

6900.0

7000.0

7100.0

7200.0

7300.0

7400.0

7500.0

7600.0

7700.0

7800.0

7900.0

8000.0

8100.0

8200.0

8300.0

8400.0

8500.0

8600.0

8700.0

8800.0

8900.0

9000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 69: Lampiran 1 Tabel profil yang dipakai

112

Berat profil yang dipakai untuk kemiringan atap 20 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.0

1100.0

1200.0

1300.0

1400.0

1500.0

1600.0

1700.0

1800.0

1900.0

2000.0

2100.0

2200.0

2300.0

2400.0

2500.0

2600.0

2700.0

2800.0

2900.0

3000.0

3100.0

3200.0

3300.0

3400.0

3500.0

3600.0

3700.0

3800.0

3900.0

4000.0

4100.0

4200.0

4300.0

4400.0

4500.0

4600.0

4700.0

4800.0

4900.0

5000.0

5100.0

5200.0

5300.0

5400.0

5500.0

5600.0

5700.0

5800.0

5900.0

6000.0

6100.0

6200.0

6300.0

6400.0

6500.0

6600.0

6700.0

6800.0

6900.0

7000.0

7100.0

7200.0

7300.0

7400.0

7500.0

7600.0

7700.0

7800.0

7900.0

8000.0

8100.0

8200.0

8300.0

8400.0

8500.0

8600.0

8700.0

8800.0

8900.0

9000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 70: Lampiran 1 Tabel profil yang dipakai

113

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 25 Der aj atdan t i nggi kol om 6 m ( dengan r est r ai n)

1 0 0 0 . 0

1 1 0 0 . 0

1 2 0 0 . 0

1 3 0 0 . 0

1 4 0 0 . 0

1 5 0 0 . 0

1 6 0 0 . 0

1 7 0 0 . 0

1 8 0 0 . 0

1 9 0 0 . 0

2 0 0 0 . 0

2 1 0 0 . 0

2 2 0 0 . 0

2 3 0 0 . 0

2 4 0 0 . 0

2 5 0 0 . 0

2 6 0 0 . 0

2 7 0 0 . 0

2 8 0 0 . 0

2 9 0 0 . 0

3 0 0 0 . 0

3 1 0 0 . 0

3 2 0 0 . 0

3 3 0 0 . 0

3 4 0 0 . 0

3 5 0 0 . 0

3 6 0 0 . 0

3 7 0 0 . 0

3 8 0 0 . 0

3 9 0 0 . 0

4 0 0 0 . 0

4 1 0 0 . 0

4 2 0 0 . 0

4 3 0 0 . 0

4 4 0 0 . 0

4 5 0 0 . 0

4 6 0 0 . 0

4 7 0 0 . 0

4 8 0 0 . 0

4 9 0 0 . 0

5 0 0 0 . 0

5 1 0 0 . 0

5 2 0 0 . 0

5 3 0 0 . 0

5 4 0 0 . 0

5 5 0 0 . 0

5 6 0 0 . 0

5 7 0 0 . 0

5 8 0 0 . 0

5 9 0 0 . 0

6 0 0 0 . 0

6 1 0 0 . 0

6 2 0 0 . 0

6 3 0 0 . 0

6 4 0 0 . 0

6 5 0 0 . 0

6 6 0 0 . 0

6 7 0 0 . 0

6 8 0 0 . 0

6 9 0 0 . 0

7 0 0 0 . 0

7 1 0 0 . 0

7 2 0 0 . 0

7 3 0 0 . 0

7 4 0 0 . 0

7 5 0 0 . 0

7 6 0 0 . 0

7 7 0 0 . 0

7 8 0 0 . 0

7 9 0 0 . 0

8 0 0 0 . 0

8 1 0 0 . 0

8 2 0 0 . 0

8 3 0 0 . 0

8 4 0 0 . 0

8 5 0 0 . 0

8 6 0 0 . 0

8 7 0 0 . 0

8 8 0 0 . 0

8 9 0 0 . 0

9 0 0 0 . 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 71: Lampiran 1 Tabel profil yang dipakai

114

Ber at pr of i l yang di pakai unt uk kemi r i ngan at ap 30 Der aj atdan t i nggi kol om 6 m ( dengan r est r ai n)

1 0 0 0 . 0

1 1 0 0 . 0

1 2 0 0 . 0

1 3 0 0 . 0

1 4 0 0 . 0

1 5 0 0 . 0

1 6 0 0 . 0

1 7 0 0 . 0

1 8 0 0 . 0

1 9 0 0 . 0

2 0 0 0 . 0

2 1 0 0 . 0

2 2 0 0 . 0

2 3 0 0 . 0

2 4 0 0 . 0

2 5 0 0 . 0

2 6 0 0 . 0

2 7 0 0 . 0

2 8 0 0 . 0

2 9 0 0 . 0

3 0 0 0 . 0

3 1 0 0 . 0

3 2 0 0 . 0

3 3 0 0 . 0

3 4 0 0 . 0

3 5 0 0 . 0

3 6 0 0 . 0

3 7 0 0 . 0

3 8 0 0 . 0

3 9 0 0 . 0

4 0 0 0 . 0

4 1 0 0 . 0

4 2 0 0 . 0

4 3 0 0 . 0

4 4 0 0 . 0

4 5 0 0 . 0

4 6 0 0 . 0

4 7 0 0 . 0

4 8 0 0 . 0

4 9 0 0 . 0

5 0 0 0 . 0

5 1 0 0 . 0

5 2 0 0 . 0

5 3 0 0 . 0

5 4 0 0 . 0

5 5 0 0 . 0

5 6 0 0 . 0

5 7 0 0 . 0

5 8 0 0 . 0

5 9 0 0 . 0

6 0 0 0 . 0

6 1 0 0 . 0

6 2 0 0 . 0

6 3 0 0 . 0

6 4 0 0 . 0

6 5 0 0 . 0

6 6 0 0 . 0

6 7 0 0 . 0

6 8 0 0 . 0

6 9 0 0 . 0

7 0 0 0 . 0

7 1 0 0 . 0

7 2 0 0 . 0

7 3 0 0 . 0

7 4 0 0 . 0

7 5 0 0 . 0

7 6 0 0 . 0

7 7 0 0 . 0

7 8 0 0 . 0

7 9 0 0 . 0

8 0 0 0 . 0

8 1 0 0 . 0

8 2 0 0 . 0

8 3 0 0 . 0

8 4 0 0 . 0

8 5 0 0 . 0

8 6 0 0 . 0

8 7 0 0 . 0

8 8 0 0 . 0

8 9 0 0 . 0

9 0 0 0 . 0

1 6 1 8 2 0 2 2 2 3 2 4 2 6 2 8 3 0 3 2 3 4 3 6 3 8 4 0 4 2 4 4 4 6 4 8 5 0

B e n t a n g ( m)

Page 72: Lampiran 1 Tabel profil yang dipakai

115

Grafik profil yang dipakai untuk tinggi kolom 6 m(dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at P

rofil

(Kg) 10

15

20

25

30

Page 73: Lampiran 1 Tabel profil yang dipakai

116

Berat profil yang dipakai untuk kemiringan atap 10 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 74: Lampiran 1 Tabel profil yang dipakai

117

Berat profil yang dipakai untuk kemiringan atap 15 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 75: Lampiran 1 Tabel profil yang dipakai

118

Berat profil yang dipakai untuk kemiringan atap 20 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 76: Lampiran 1 Tabel profil yang dipakai

119

Berat profil yang dipakai untuk kemiringan atap 25 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 77: Lampiran 1 Tabel profil yang dipakai

120

Berat profil yang dipakai untuk kemiringan atap 30 Derajatdan tinggi kolom 6 m (dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 78: Lampiran 1 Tabel profil yang dipakai

121

Grafik profil yang dipakai untuk tinggi kolom 8 m(tanpa restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at P

rofil

(Kg) 10

15

20

25

30

Page 79: Lampiran 1 Tabel profil yang dipakai

122

Berat profil yang dipakai untuk kemiringan atap 10 Derajatdan tinggi kolom 8 m (dengan restrain)

800.0900.0

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 80: Lampiran 1 Tabel profil yang dipakai

123

Berat profil yang dipakai untuk kemiringan atap 15 Derajatdan tinggi kolom 8 m (dengan restrain)

800.0900.0

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 81: Lampiran 1 Tabel profil yang dipakai

124

Berat profil yang dipakai untuk kemiringan atap 20 Derajatdan tinggi kolom 8 m (dengan restrain)

800.0900.0

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

Page 82: Lampiran 1 Tabel profil yang dipakai

125

Berat profil yang dipakai untuk kemiringan atap 25 Derajatdan tinggi kolom 8 m (dengan restrain)

800.0900.0

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

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126

Berat profil yang dipakai untuk kemiringan atap 30 Derajat dan tinggi kolom 8 m (dengan restrain)

800.0900.0

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(kg)

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Grafik berat profil yang dipakai untuk kolom 8 m(dengan restrain)

1000.01100.01200.01300.01400.01500.01600.01700.01800.01900.02000.02100.02200.02300.02400.02500.02600.02700.02800.02900.03000.03100.03200.03300.03400.03500.03600.03700.03800.03900.04000.04100.04200.04300.04400.04500.04600.04700.04800.04900.05000.05100.05200.05300.05400.05500.05600.05700.05800.05900.06000.06100.06200.06300.06400.06500.06600.06700.06800.06900.07000.07100.07200.07300.07400.07500.07600.07700.07800.07900.08000.08100.08200.08300.08400.08500.08600.08700.08800.08900.09000.0

16 18 20 22 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50

Bentang (m)

Ber

at p

rofil

(Kg)

10

15

20

25

30