44 Lampiran 1 Tabel profil yang dipakai
44
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
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
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
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
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
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
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
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
55
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
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
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
59
16 meter 6 meter 10 derajat KONTROL INTERAKSI
N A Mx Wx Inter A Inter B Interaksi Ï 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 Ï 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 Ï 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 Ï 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 Ï 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
]
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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
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)
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)
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)
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)
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)
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
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)
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)
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)
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)
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)
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
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)
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)
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)
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)
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)
127
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