SlideShare a Scribd company logo

5 dimension and properties table l shape

Chhay Teng, profile picture
Chhay Teng
1 of 6
Download to read offline
1
2
3
Most read
4
Most read
5
6
Most read
Dimension and Properties Table of L-shape Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L203 x 203 x 28.6 0.830 10.77 40.8 0.29 61 61 0.52 27 40.8 0.29 61 61 0.52 27 40 1 296.77 532.58 L203 x 203 x 25.4 0.744 9.68 37.0 0.26 62 60 0.47 24 37.0 0.26 62 60 0.47 24 40 1 211.45 383.46 L203 x 203 x 22.2 0.657 8.52 33.1 0.23 62 59 0.41 21 33.1 0.23 62 59 0.41 21 40 1 144.02 263.83 L203 x 203 x 19.1 0.568 7.35 29.0 0.20 63 58 0.36 18 29.0 0.20 63 58 0.36 18 40 1 91.99 170.43 L203 x 203 x 15.9 0.477 6.20 24.7 0.17 63 57 0.30 15 24.7 0.17 63 57 0.30 15 40 1 54.11 100.94 L203 x 203 x 14.3 0.432 5.60 22.5 0.15 64 56 0.28 14 22.5 0.15 64 56 0.28 14 40 1 40.00 74.56 L203 x 203 x 12.7 0.385 5.00 20.2 0.14 64 56 0.25 12 20.2 0.14 64 56 0.25 12 40 1 28.43 52.93 L203 x 152 x 25.4 0.645 8.39 33.6 0.25 63 67 0.45 38 16.1 0.15 44 42 0.27 21 33 0.543 180.64 267.11 L203 x 152 x 22.2 0.570 7.42 30.1 0.22 64 66 0.40 37 14.5 0.13 44 41 0.24 18 33 0.547 123.20 185.17 L203 x 152 x 19.1 0.493 6.41 26.4 0.19 64 65 0.35 35 12.8 0.11 45 40 0.20 16 33 0.551 79.08 119.30 L203 x152 x 15.9 0.416 5.39 22.5 0.16 65 64 0.29 33 10.9 0.10 45 39 0.17 13 33 0.554 46.62 70.96 L203 x 152 x 14.3 0.375 4.88 20.5 0.15 65 64 0.27 33 10.0 0.09 45 38 0.16 12 33 0.556 34.26 52.44 L203 x152x 12.7 0.336 4.35 18.4 0.13 65 63 0.24 32 9.0 0.08 45 37 0.14 11 33 0.558 24.31 37.36
Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L203 x152x 11.1 0.295 3.83 16.3 0.12 65 62 0.21 31 8.0 0.07 46 37 0.12 9 33 0.56 16.48 25.40 L203 x 102 x 25.4 0.546 7.10 29.0 0.23 64 77 0.40 64 4.8 0.06 26 27 0.13 17 21 0.247 153.17 211.39 L203 x 102 x 22.2 0.483 6.28 26.0 0.20 64 76 0.35 62 4.4 0.06 26 25 0.11 15 22 0.253 104.47 145.68 L203 x 102 x 19.1 0.419 5.45 22.9 0.18 65 75 0.31 60 3.9 0.05 27 24 0.10 13 22 0.258 67.01 94.23 L203 x102 x 15.9 0.353 4.59 19.5 0.15 65 74 0.26 59 3.4 0.04 27 23 0.08 11 22 0.262 39.75 56.04 L203 x 102 x 14.3 0.320 4.15 17.8 0.14 66 73 0.24 58 3.1 0.04 27 22 0.07 10 22 0.265 29.30 41.46 L203 x102x 12.7 0.286 3.71 16.0 0.12 66 73 0.21 57 2.8 0.04 27 22 0.06 9 22 0.267 20.85 29.50 L203 x102x 11.1 0.251 3.26 14.2 0.11 66 72 0.19 56 2.5 0.03 28 21 0.06 8 22 0.269 14.15 19.99 L178 x 102 x 19.1 0.382 4.96 15.7 0.14 56 64 0.24 48 3.8 0.05 28 26 0.09 14 22 0.324 61.19 65.06 L178 x102 x 15.9 0.322 4.18 13.5 0.12 57 62 0.21 46 3.3 0.04 28 24 0.08 12 22 0.329 36.13 38.84 L178 x102x 12.7 0.261 3.39 11.1 0.10 57 61 0.17 44 2.7 0.03 28 23 0.06 10 22 0.335 18.98 20.48 L178x102x 11.1 0.229 2.98 9.9 0.08 57 61 0.15 44 2.4 0.03 28 23 0.06 8 22 0.337 12.90 13.95 L178x102x 9.5 0.198 2.57 8.6 0.07 58 60 0.13 43 2.1 0.03 29 22 0.05 7 22 0.34 8.24 8.91 L152 x 152 x 25.4 0.546 7.10 14.8 0.14 46 47 0.25 23 14.8 0.14 46 47 0.25 23 30 1 153.17 151.42 L152 x 152 x 22.2 0.483 6.28 13.3 0.13 46 46 0.23 21 13.3 0.13 46 46 0.23 21 30 1 104.47 105.04 L152 x 152 x 19.1 0.419 5.45 11.7 0.11 46 45 0.20 18 11.7 0.11 46 45 0.20 18 30 1 67.01 68.33 L152 x152 x 15.9 0.353 4.59 10.1 0.09 47 44 0.17 15 10.1 0.09 47 44 0.17 15 30 1 39.75 40.97 L152 x 152 x 14.3 0.320 4.15 9.2 0.08 47 43 0.15 14 9.2 0.08 47 43 0.15 14 30 1 29.30 30.32 L152 x152x 12.7 0.286 3.71 8.3 0.08 47 43 0.14 12 8.3 0.08 47 43 0.14 12 30 1 20.85 21.63 L152 x152x 11.1 0.251 3.26 7.4 0.07 47 42 0.12 11 7.4 0.07 47 42 0.12 11 30 1 14.15 14.73 L152x152x 9.5 0.217 2.81 6.4 0.06 48 42 0.10 9 6.4 0.06 48 42 0.10 9 30 1 9.07 9.42 L152x152x 7.9 0.181 2.35 5.4 0.05 48 41 0.09 8 5.4 0.05 48 41 0.09 8 30 1 5.37 5.54 L152 x 102 x 22.2 22 2 0.397 0 397 5.15 5 15 11.5 11 5 0.12 0 12 47 54 0.21 0 21 37 4.1 41 0.06 0 06 28 28 0.10 0 10 17 22 0.421 0 421 84.49 84 49 66.20 66 20 L152 x 102 x 19.1 0.344 4.48 10.2 0.10 48 53 0.18 35 3.6 0.05 28 27 0.09 15 22 0.428 54.53 43.26 L152 x102 x 15.9 0.292 3.78 8.8 0.09 48 52 0.16 33 3.1 0.04 29 26 0.08 12 22 0.435 32.26 26.06 L152 x 102 x 14.3 0.264 3.43 8.0 0.08 48 51 0.14 33 2.9 0.04 29 26 0.07 11 22 0.438 23.81 19.34
Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L152 x102x 12.7 0.236 3.06 7.2 0.07 49 51 0.13 32 2.6 0.03 29 25 0.06 10 22 0.44 16.94 13.81 L152 x102x 11 1 11.1 0.209 0 209 2.70 2 70 6.5 65 0.06 0 06 49 50 0.11 0 11 31 2.3 23 0.03 0 03 29 24 0.05 0 05 9 22 0.443 0 443 11.49 11 49 9.42 9 42 L152x102x 9.5 0.179 2.33 5.6 0.05 49 49 0.10 30 2.0 0.03 30 24 0.05 8 22 0.446 7.37 6.05 L152x102x 7.9 0.150 1.95 4.7 0.05 49 49 0.08 29 1.7 0.02 30 23 0.04 6 22 0.448 4.33 3.56 L152 x89 x 12.7 0.223 2.90 6.9 0.07 49 53 0.12 38 1.8 0.03 25 21 0.05 10 19 0.344 16.07 12.77 L152x89x 9.5 0.171 2.21 5.4 0.05 49 52 0.09 37 1.4 0.02 25 20 0.04 7 19 0.35 6.99 5.59 L152x89x 7.9 0.143 1.85 4.5 0.04 50 51 0.08 36 1.2 0.02 25 19 0.03 6 20 0.352 4.12 3.29 L127 x 127 x 22.2 0.397 5.15 7.4 0.08 38 40 0.15 20 7.4 0.08 38 40 0.15 20 25 1 86.16 57.85 L127 x 127 x 19.1 0.344 4.48 6.5 0.07 38 39 0.13 18 6.5 0.07 38 39 0.13 18 25 1 55.36 38.02 L127 x127 x 15.9 0.292 3.78 5.7 0.06 39 38 0.11 15 5.7 0.06 39 38 0.11 15 25 1 32.97 22.94 L127 x127x 12.7 0.236 3.06 4.7 0.05 39 36 0.09 12 4.7 0.05 39 36 0.09 12 25 1 17.36 12.19 L127 x127x 11.1 0.209 2.70 4.2 0.05 39 36 0.08 11 4.2 0.05 39 36 0.08 11 25 1 11.82 8.32 L127x127x 9.5 0.179 2.33 3.6 0.04 40 35 0.07 9 3.6 0.04 40 35 0.07 9 25 1 7.62 5.36 L127x127x 7.9 0.150 1.95 3.1 0.03 40 35 0.06 8 3.1 0.03 40 35 0.06 8 25 1 4.50 3.16 L127 x89 x 19.1 0.289 3.75 5.8 0.07 39 44 0.13 29 2.3 0.04 25 25 0.07 15 19 0.464 45.37 24.91 L127 x89 x 15.9 0.245 3.17 5.0 0.06 40 43 0.11 27 2.0 0.03 25 24 0.06 12 19 0.472 27.10 15.04 L127 x89x 12.7 0.198 2.58 4.2 0.05 40 42 0.09 25 1.7 0.03 26 23 0.05 10 19 0.479 14.28 8.05 L127x89x 9.5 0.152 1.97 3.2 0.04 41 41 0.07 24 1.3 0.02 26 22 0.04 8 19 0.486 6.24 3.56 L127x89x 7.9 0.127 1.65 2.7 0.03 41 40 0.06 23 1.1 0.02 26 21 0.03 7 19 0.489 3.68 2.10 L127x89x 6.4 0.102 1.33 2.2 0.03 41 40 0.05 22 0.9 0.01 26 21 0.02 5 20 0.492 1.93 1.10 L127 x76 x 12.7 0.187 2.42 3.9 0.05 40 44 0.08 32 1.1 0.02 21 19 0.03 10 16 0.357 13.40 7.28 L127 x76x 11.1 0.165 2.14 3.5 0.04 41 44 0.07 31 1.0 0.02 21 18 0.03 8 17 0.361 9.16 4.98 L127x76x 9 5 9.5 0.143 0 143 1.85 1 85 3.1 31 0.04 0 04 41 43 0.07 0 07 30 0.8 08 0.01 0 01 21 18 0.03 0 03 7 17 0.364 0 364 5.87 5 87 3.21 3 21 L127x76x 7.9 0.120 1.55 2.6 0.03 41 43 0.06 29 0.7 0.01 22 17 0.02 6 17 0.368 3.46 1.90 L127x76x 6.4 0.096 1.25 2.1 0.03 41 42 0.04 29 0.6 0.01 22 17 0.02 5 17 0.371 1.82 0.99
Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L102 x102 x 19.1 0.270 3.51 3.2 0.05 30 32 0.08 17 3.2 0.05 30 32 0.08 17 20 1 42.46 18.35 L102 x102 x 15 9 15.9 0.229 0 229 2.97 2 97 2.8 28 0.04 0 04 30 31 0.07 0 07 15 2.8 28 0.04 0 04 30 31 0.07 0 07 15 20 1 25.39 25 39 11.14 11 14 L102 x102x 12.7 0.187 2.42 2.3 0.03 31 30 0.06 12 2.3 0.03 31 30 0.06 12 20 1 13.40 6.00 L102x102x 11.1 0.165 2.14 2.1 0.03 31 29 0.05 11 2.1 0.03 31 29 0.05 11 20 1 9.16 4.13 L102x102x 9.5 0.143 1.85 1.8 0.02 31 29 0.04 9 1.8 0.02 31 29 0.04 9 20 1 5.87 2.65 L102x102x 7.9 0.120 1.55 1.5 0.02 31 28 0.04 8 1.5 0.02 31 28 0.04 8 20 1 3.46 1.58 L102x102x 6.4 0.096 1.25 1.3 0.02 32 28 0.03 6 1.3 0.02 32 28 0.03 6 20 1 1.82 0.83 L102 x89 x 12.7 0.174 2.26 2.2 0.03 31 32 0.06 13 1.6 0.02 26 25 0.04 11 18 0.75 12.53 4.95 L102x89x 9.5 0.133 1.72 1.7 0.02 32 31 0.04 11 1.2 0.02 27 24 0.03 8 18 0.755 5.49 2.20 L102x89x 7.9 0.112 1.45 1.5 0.02 32 30 0.04 10 1.1 0.02 27 24 0.03 7 19 0.757 3.25 1.31 L102x89x 6.4 0.090 1.17 1.2 0.02 32 29 0.03 10 0.9 0.01 27 23 0.02 6 19 0.759 1.71 0.69 L102 x76x 15.9 0.198 2.57 2.5 0.04 31 35 0.07 21 1.2 0.02 22 22 0.04 13 16 0.534 22.02 7.73 L102 x76x 12.7 0.162 2.10 2.1 0.03 32 34 0.06 19 1.0 0.02 22 21 0.03 10 16 0.543 11.70 4.18 L102x76x 11.1 0.143 1.85 1.9 0.03 32 33 0.05 18 0.9 0.02 22 20 0.03 9 16 0.547 0.00 0.00 L102x76x 9.5 0.124 1.60 1.6 0.02 32 33 0.04 17 0.8 0.01 22 20 0.03 8 16 0.551 5.12 1.87 L102x76x 7.9 0.105 1.35 1.4 0.02 32 32 0.04 17 0.7 0.01 23 19 0.02 7 16 0.554 3.04 1.11 L102x76x 6.4 0.085 1.09 1.2 0.02 33 31 0.03 16 0.6 0.01 23 19 0.02 5 17 0.558 1.61 0.58 L89x89x 12.7 0.162 2.10 1.5 0.02 27 27 0.04 12 1.5 0.02 27 27 0.04 12 17 1 11.70 3.90 L89x89x 11.1 0.143 1.85 1.4 0.02 27 26 0.04 10 1.4 0.02 27 26 0.04 10 17 1 7.99 2.69 L89x89x 9.5 0.124 1.60 1.2 0.02 27 26 0.03 9 1.2 0.02 27 26 0.03 9 17 1 5.12 1.74 L89x89x 7.9 0.105 1.35 1.0 0.02 27 25 0.03 8 1.0 0.02 27 25 0.03 8 18 1 3.04 1.04 L89x89x 6.4 0.085 1.09 0.8 0.01 28 25 0.02 6 0.8 0.01 28 25 0.02 6 18 1 1.61 0.55 L89x76x 12 7 12.7 0.149 0 149 1.94 1 94 1.4 14 0.02 0 02 27 29 0.04 0 04 13 1.0 10 0.02 0 02 22 22 0.03 0 03 11 16 0.714 0 714 10.82 10 82 3.13 3 13 L89x76x 9.5 0.115 1.48 1.1 0.02 28 27 0.03 11 0.8 0.01 23 21 0.03 8 16 0.721 4.75 1.41 L89x76x 7.9 0.096 1.25 1.0 0.02 28 27 0.03 10 0.7 0.01 23 21 0.02 7 16 0.724 2.83 0.84 L89x76x 6.4 0.079 1.01 0.8 0.01 28 26 0.02 10 0.5 0.01 23 20 0.02 6 16 0.727 1.50 0.44
Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L89x64x 12 7 12.7 0.137 0 137 1.77 1 77 1.3 13 0.02 0 02 28 30 0.04 0 04 19 0.6 06 0.01 0 01 18 18 0.02 0 02 10 14 0.486 0 486 9.74 9 74 2.61 2 61 L89x64x 9.5 0.105 1.36 1.1 0.02 28 29 0.03 17 0.5 0.01 18 17 0.02 8 14 0.496 4.29 1.17 L89x64x 6.4 0.071 0.93 0.7 0.01 28 28 0.02 16 0.3 0.01 19 16 0.01 5 14 0.506 1.34 0.37 L76x76x 12.7 0.137 1.77 0.9 0.02 23 24 0.03 12 0.9 0.02 23 24 0.03 12 15 1 9.57 2.36 L76x76x 11.1 0.121 1.57 0.8 0.02 23 23 0.03 10 0.8 0.02 23 23 0.03 10 15 1 6.53 1.64 L76x76x 9.5 0.105 1.36 0.7 0.01 23 23 0.02 9 0.7 0.01 23 23 0.02 9 15 1 4.20 1.07 L76x76x 7.9 0.089 1.15 0.6 0.01 23 22 0.02 8 0.6 0.01 23 22 0.02 8 15 1 2.48 0.64 L76x76x 6.4 0.071 0.93 0.5 0.01 24 21 0.02 6 0.5 0.01 24 21 0.02 6 15 1 1.30 0.34 L76x76x 4.8 0.054 0.70 0.4 0.01 24 21 0.01 5 0.4 0.01 24 21 0.01 5 15 1 0.57 0.15 L76x64x 12.7 0.124 1.61 0.9 0.02 23 25 0.03 13 0.5 0.01 18 19 0.02 11 13 0.667 8.87 1.84 L76x64x 9.5 0.096 1.24 0.7 0.01 24 24 0.02 11 0.4 0.01 19 18 0.02 8 13 0.676 3.93 0.83 L76x64x 7.9 0.082 1.05 0.6 0.01 24 24 0.02 10 0.4 0.01 19 17 0.01 7 13 0.68 2.33 0.50 L76x64x 6.4 0.066 0.85 0.5 0.01 24 23 0.02 10 0.3 0.01 19 17 0.01 6 13 0.684 1.23 0.26 L76x64x 4.8 0.049 0.64 0.4 0.01 24 23 0.01 9 0.2 0.01 19 16 0.01 4 14 0.688 0.54 0.11 L76x51x 12.7 0.112 1.45 0.8 0.02 23 27 0.03 19 0.3 0.01 14 15 0.01 10 11 0.414 37.96 1.49 L76x51x 9.5 0.086 1.12 0.6 0.01 24 26 0.02 17 0.2 0.01 14 14 0.01 7 11 0.428 3.56 0.68 L76x51x 7.9 0.073 0.94 0.5 0.01 24 26 0.02 17 0.2 0.01 14 13 0.01 6 11 0.435 2.12 0.41 L76x51x 6.4 0.060 0.77 0.5 0.01 24 25 0.02 16 0.2 0.00 15 13 0.01 5 11 0.44 1.12 0.22 L76x51x 4.8 0.045 0.58 0.4 0.01 25 25 0.01 15 0.1 0.00 15 12 0.01 4 11 0.446 0.50 0.10 L64x64x 12.7 0.112 1.45 0.5 0.0119 19 20 0.0215 11 0.512 0.01 19 20 0.02 11 12 1 7.83 1.30 L64x64x 9.5 0.086 1.12 0.4 0.01 19 19 0.02 9 0.4 0.01 19 19 0.02 9 12 1 3.47 0.59 L64x64x 7 9 7.9 0.073 0 073 0.94 0 94 0.4 04 0.01 0 01 19 19 0.01 0 01 7 0.4 04 0.01 0 01 19 19 0.01 0 01 7 12 1 2.06 2 06 0.36 0 36 L64x64x 6.4 0.060 0.77 0.3 0.01 20 18 0.01 6 0.3 0.01 20 18 0.01 6 12 1 1.09 0.27 L64x64x 4.8 0.045 0.58 0.2 0.00 20 18 0.01 5 0.2 0.00 20 18 0.01 5 13 1 0.47 0.08
Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L64x51x 9.5 0.077 1.00 0.4 0.01 20 21 0.02 11 0.2 0.01 15 15 0.01 8 11 0.614 3.11 0.44 L64x51x 7 9 7.9 0.066 0 066 0.85 0 85 0.3 03 0.01 0 01 20 21 0.01 0 01 10 0.2 02 0.01 0 01 15 14 0.01 0 01 7 11 0.62 0 62 1.85 1 85 0.27 0 27 L64x51x 6.4 0.053 0.68 0.3 0.01 20 20 0.01 10 0.2 0.00 15 14 0.01 5 11 0.626 0.98 0.39 L64x51x 4.8 0.040 0.52 0.2 0.00 20 19 0.01 9 0.1 0.00 15 13 0.01 4 11 0.631 0.43 0.06 L51x51x 9.5 0.069 0.88 0.2 0.01 15 16 0.01 9 0.2 0.01 15 16 0.01 9 10 1 2.74 0.29 L51x51x 7.9 0.057 0.74 0.2 0.00 15 16 0.01 7 0.2 0.00 15 16 0.01 7 10 1 1.64 0.17 L51x51x 6.4 0.047 0.61 0.1 0.00 15 15 0.01 6 0.1 0.00 15 15 0.01 6 10 1 0.87 0.09 L51x51x 4.8 0.036 0.46 0.1 0.00 16 14 0.01 5 0.1 0.00 16 14 0.01 5 10 1 0.38 0.04 L51x51x 3.2 0.024 0.31 0.079 0.0021 16 14 0.0039 3 0.1 0.00 16 14 0.00385 3 10 1 0.12 0.01

More Related Content

DOCX
CONSTRUCTION OF NATIONAL HIGHWAY
S.N. Veeresh Kumar
 
PDF
Sp34 str detailing
Mohd Danish
 
PPT
Shear Force And Bending Moment Diagram For Beam And Frame
gueste4b1b7
 
PPTX
Surface development 1
dean dundas
 
DOCX
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...
Mahammad2251
 
PDF
Design of portal frame structures
Siddiq Mohammed
 
PDF
Deformation of structures
Ahmed zubydan
 
PDF
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
Hossam Shafiq II
 
CONSTRUCTION OF NATIONAL HIGHWAY
S.N. Veeresh Kumar
 
Sp34 str detailing
Mohd Danish
 
Shear Force And Bending Moment Diagram For Beam And Frame
gueste4b1b7
 
Surface development 1
dean dundas
 
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...
Mahammad2251
 
Design of portal frame structures
Siddiq Mohammed
 
Deformation of structures
Ahmed zubydan
 
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...
Hossam Shafiq II
 

What's hot (20)

PPTX
Circular-Slabs.pptx
MohammadImran714758
 
DOCX
Analysis and Design of Structural Components of a Ten Storied RCC Residential...
Shariful Haque Robin
 
PPTX
Connections
kamariya keyur
 
PPSX
SFD & BMD Shear Force & Bending Moment Diagram
Sanjay Kumawat
 
PDF
Lecture 12 equivalent frame method
alialhussainawi
 
PPTX
centroid
Prof. S.Rajendiran
 
PDF
4a i numerical on design of laterally supported beams_high shear
Sudhir Gayake
 
PPTX
Introduction to engineering graphics
Harsh Parmar
 
PPT
Shear force and bending moment diagram
Manthan Chavda
 
PDF
Steel Reinforcement Facts Every Civil Engineer Must Know
SHAZEBALIKHAN1
 
PDF
Inscription au LOF à Titre initial (SCC 201)
Jagd0748
 
PDF
Moment Distribution Method
Anas Share
 
PDF
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
Hossam Shafiq II
 
PPT
Engineering Drawing: Chapter 08 orthographic convention
mokhtar
 
PPTX
Column Interaction Diagram construction
Pritesh Parmar
 
PDF
Detailed design of portal frames
karan prabhakar
 
PDF
Pictorial projection
musadoto
 
PDF
Steel warehouse design report
Havit Steel Structure Co.,ltd
 
DOCX
Design & Analysis of G+2 Residential Building Using STAAD Pro
PARAS TANEJA
 
PDF
Prestressed Concrete Design
Priodeep Chowdhury
 
Circular-Slabs.pptx
MohammadImran714758
 
Analysis and Design of Structural Components of a Ten Storied RCC Residential...
Shariful Haque Robin
 
Connections
kamariya keyur
 
SFD & BMD Shear Force & Bending Moment Diagram
Sanjay Kumawat
 
Lecture 12 equivalent frame method
alialhussainawi
 
centroid
Prof. S.Rajendiran
 
4a i numerical on design of laterally supported beams_high shear
Sudhir Gayake
 
Introduction to engineering graphics
Harsh Parmar
 
Shear force and bending moment diagram
Manthan Chavda
 
Steel Reinforcement Facts Every Civil Engineer Must Know
SHAZEBALIKHAN1
 
Inscription au LOF à Titre initial (SCC 201)
Jagd0748
 
Moment Distribution Method
Anas Share
 
05-Strength of Double Angle Bolted Tension Members (Steel Structural Design &...
Hossam Shafiq II
 
Engineering Drawing: Chapter 08 orthographic convention
mokhtar
 
Column Interaction Diagram construction
Pritesh Parmar
 
Detailed design of portal frames
karan prabhakar
 
Pictorial projection
musadoto
 
Steel warehouse design report
Havit Steel Structure Co.,ltd
 
Design & Analysis of G+2 Residential Building Using STAAD Pro
PARAS TANEJA
 
Prestressed Concrete Design
Priodeep Chowdhury
 
Ad

More from Chhay Teng (20)

PDF
Advance section properties_for_students
Chhay Teng
 
PDF
Representative flower of asian countries
Chhay Teng
 
PDF
Composition of mix design
Chhay Teng
 
PDF
2009 ncdd-csf-technical-manual-vol-i-study-design-guidelines
Chhay Teng
 
PDF
Type of road
Chhay Teng
 
PDF
Technical standard specification auto content
Chhay Teng
 
PDF
Available steel-section-list-in-cam
Chhay Teng
 
PDF
Concrete basics
Chhay Teng
 
PDF
Rebar arrangement and construction carryout
Chhay Teng
 
PDF
Mix design
Chhay Teng
 
PDF
1 dimension and properties table of w shapes
Chhay Teng
 
PDF
2 dimension and properties table of s shape
Chhay Teng
 
PDF
3 dimension and properties table of hp shape
Chhay Teng
 
PDF
4 dimension and properties table c shape
Chhay Teng
 
PDF
6 dimension and properties table of ipe shape
Chhay Teng
 
PDF
7 dimension and properties table ipn
Chhay Teng
 
PDF
8 dimension and properties table of equal leg angle
Chhay Teng
 
PDF
9 dimension and properties table of upe
Chhay Teng
 
PDF
10 dimension and properties table upn
Chhay Teng
 
PDF
11 dimension and properties table of u
Chhay Teng
 
Advance section properties_for_students
Chhay Teng
 
Representative flower of asian countries
Chhay Teng
 
Composition of mix design
Chhay Teng
 
2009 ncdd-csf-technical-manual-vol-i-study-design-guidelines
Chhay Teng
 
Type of road
Chhay Teng
 
Technical standard specification auto content
Chhay Teng
 
Available steel-section-list-in-cam
Chhay Teng
 
Concrete basics
Chhay Teng
 
Rebar arrangement and construction carryout
Chhay Teng
 
Mix design
Chhay Teng
 
1 dimension and properties table of w shapes
Chhay Teng
 
2 dimension and properties table of s shape
Chhay Teng
 
3 dimension and properties table of hp shape
Chhay Teng
 
4 dimension and properties table c shape
Chhay Teng
 
6 dimension and properties table of ipe shape
Chhay Teng
 
7 dimension and properties table ipn
Chhay Teng
 
8 dimension and properties table of equal leg angle
Chhay Teng
 
9 dimension and properties table of upe
Chhay Teng
 
10 dimension and properties table upn
Chhay Teng
 
11 dimension and properties table of u
Chhay Teng
 
Ad

5 dimension and properties table l shape

  • 1. Dimension and Properties Table of L-shape Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L203 x 203 x 28.6 0.830 10.77 40.8 0.29 61 61 0.52 27 40.8 0.29 61 61 0.52 27 40 1 296.77 532.58 L203 x 203 x 25.4 0.744 9.68 37.0 0.26 62 60 0.47 24 37.0 0.26 62 60 0.47 24 40 1 211.45 383.46 L203 x 203 x 22.2 0.657 8.52 33.1 0.23 62 59 0.41 21 33.1 0.23 62 59 0.41 21 40 1 144.02 263.83 L203 x 203 x 19.1 0.568 7.35 29.0 0.20 63 58 0.36 18 29.0 0.20 63 58 0.36 18 40 1 91.99 170.43 L203 x 203 x 15.9 0.477 6.20 24.7 0.17 63 57 0.30 15 24.7 0.17 63 57 0.30 15 40 1 54.11 100.94 L203 x 203 x 14.3 0.432 5.60 22.5 0.15 64 56 0.28 14 22.5 0.15 64 56 0.28 14 40 1 40.00 74.56 L203 x 203 x 12.7 0.385 5.00 20.2 0.14 64 56 0.25 12 20.2 0.14 64 56 0.25 12 40 1 28.43 52.93 L203 x 152 x 25.4 0.645 8.39 33.6 0.25 63 67 0.45 38 16.1 0.15 44 42 0.27 21 33 0.543 180.64 267.11 L203 x 152 x 22.2 0.570 7.42 30.1 0.22 64 66 0.40 37 14.5 0.13 44 41 0.24 18 33 0.547 123.20 185.17 L203 x 152 x 19.1 0.493 6.41 26.4 0.19 64 65 0.35 35 12.8 0.11 45 40 0.20 16 33 0.551 79.08 119.30 L203 x152 x 15.9 0.416 5.39 22.5 0.16 65 64 0.29 33 10.9 0.10 45 39 0.17 13 33 0.554 46.62 70.96 L203 x 152 x 14.3 0.375 4.88 20.5 0.15 65 64 0.27 33 10.0 0.09 45 38 0.16 12 33 0.556 34.26 52.44 L203 x152x 12.7 0.336 4.35 18.4 0.13 65 63 0.24 32 9.0 0.08 45 37 0.14 11 33 0.558 24.31 37.36
  • 2. Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L203 x152x 11.1 0.295 3.83 16.3 0.12 65 62 0.21 31 8.0 0.07 46 37 0.12 9 33 0.56 16.48 25.40 L203 x 102 x 25.4 0.546 7.10 29.0 0.23 64 77 0.40 64 4.8 0.06 26 27 0.13 17 21 0.247 153.17 211.39 L203 x 102 x 22.2 0.483 6.28 26.0 0.20 64 76 0.35 62 4.4 0.06 26 25 0.11 15 22 0.253 104.47 145.68 L203 x 102 x 19.1 0.419 5.45 22.9 0.18 65 75 0.31 60 3.9 0.05 27 24 0.10 13 22 0.258 67.01 94.23 L203 x102 x 15.9 0.353 4.59 19.5 0.15 65 74 0.26 59 3.4 0.04 27 23 0.08 11 22 0.262 39.75 56.04 L203 x 102 x 14.3 0.320 4.15 17.8 0.14 66 73 0.24 58 3.1 0.04 27 22 0.07 10 22 0.265 29.30 41.46 L203 x102x 12.7 0.286 3.71 16.0 0.12 66 73 0.21 57 2.8 0.04 27 22 0.06 9 22 0.267 20.85 29.50 L203 x102x 11.1 0.251 3.26 14.2 0.11 66 72 0.19 56 2.5 0.03 28 21 0.06 8 22 0.269 14.15 19.99 L178 x 102 x 19.1 0.382 4.96 15.7 0.14 56 64 0.24 48 3.8 0.05 28 26 0.09 14 22 0.324 61.19 65.06 L178 x102 x 15.9 0.322 4.18 13.5 0.12 57 62 0.21 46 3.3 0.04 28 24 0.08 12 22 0.329 36.13 38.84 L178 x102x 12.7 0.261 3.39 11.1 0.10 57 61 0.17 44 2.7 0.03 28 23 0.06 10 22 0.335 18.98 20.48 L178x102x 11.1 0.229 2.98 9.9 0.08 57 61 0.15 44 2.4 0.03 28 23 0.06 8 22 0.337 12.90 13.95 L178x102x 9.5 0.198 2.57 8.6 0.07 58 60 0.13 43 2.1 0.03 29 22 0.05 7 22 0.34 8.24 8.91 L152 x 152 x 25.4 0.546 7.10 14.8 0.14 46 47 0.25 23 14.8 0.14 46 47 0.25 23 30 1 153.17 151.42 L152 x 152 x 22.2 0.483 6.28 13.3 0.13 46 46 0.23 21 13.3 0.13 46 46 0.23 21 30 1 104.47 105.04 L152 x 152 x 19.1 0.419 5.45 11.7 0.11 46 45 0.20 18 11.7 0.11 46 45 0.20 18 30 1 67.01 68.33 L152 x152 x 15.9 0.353 4.59 10.1 0.09 47 44 0.17 15 10.1 0.09 47 44 0.17 15 30 1 39.75 40.97 L152 x 152 x 14.3 0.320 4.15 9.2 0.08 47 43 0.15 14 9.2 0.08 47 43 0.15 14 30 1 29.30 30.32 L152 x152x 12.7 0.286 3.71 8.3 0.08 47 43 0.14 12 8.3 0.08 47 43 0.14 12 30 1 20.85 21.63 L152 x152x 11.1 0.251 3.26 7.4 0.07 47 42 0.12 11 7.4 0.07 47 42 0.12 11 30 1 14.15 14.73 L152x152x 9.5 0.217 2.81 6.4 0.06 48 42 0.10 9 6.4 0.06 48 42 0.10 9 30 1 9.07 9.42 L152x152x 7.9 0.181 2.35 5.4 0.05 48 41 0.09 8 5.4 0.05 48 41 0.09 8 30 1 5.37 5.54 L152 x 102 x 22.2 22 2 0.397 0 397 5.15 5 15 11.5 11 5 0.12 0 12 47 54 0.21 0 21 37 4.1 41 0.06 0 06 28 28 0.10 0 10 17 22 0.421 0 421 84.49 84 49 66.20 66 20 L152 x 102 x 19.1 0.344 4.48 10.2 0.10 48 53 0.18 35 3.6 0.05 28 27 0.09 15 22 0.428 54.53 43.26 L152 x102 x 15.9 0.292 3.78 8.8 0.09 48 52 0.16 33 3.1 0.04 29 26 0.08 12 22 0.435 32.26 26.06 L152 x 102 x 14.3 0.264 3.43 8.0 0.08 48 51 0.14 33 2.9 0.04 29 26 0.07 11 22 0.438 23.81 19.34
  • 3. Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L152 x102x 12.7 0.236 3.06 7.2 0.07 49 51 0.13 32 2.6 0.03 29 25 0.06 10 22 0.44 16.94 13.81 L152 x102x 11 1 11.1 0.209 0 209 2.70 2 70 6.5 65 0.06 0 06 49 50 0.11 0 11 31 2.3 23 0.03 0 03 29 24 0.05 0 05 9 22 0.443 0 443 11.49 11 49 9.42 9 42 L152x102x 9.5 0.179 2.33 5.6 0.05 49 49 0.10 30 2.0 0.03 30 24 0.05 8 22 0.446 7.37 6.05 L152x102x 7.9 0.150 1.95 4.7 0.05 49 49 0.08 29 1.7 0.02 30 23 0.04 6 22 0.448 4.33 3.56 L152 x89 x 12.7 0.223 2.90 6.9 0.07 49 53 0.12 38 1.8 0.03 25 21 0.05 10 19 0.344 16.07 12.77 L152x89x 9.5 0.171 2.21 5.4 0.05 49 52 0.09 37 1.4 0.02 25 20 0.04 7 19 0.35 6.99 5.59 L152x89x 7.9 0.143 1.85 4.5 0.04 50 51 0.08 36 1.2 0.02 25 19 0.03 6 20 0.352 4.12 3.29 L127 x 127 x 22.2 0.397 5.15 7.4 0.08 38 40 0.15 20 7.4 0.08 38 40 0.15 20 25 1 86.16 57.85 L127 x 127 x 19.1 0.344 4.48 6.5 0.07 38 39 0.13 18 6.5 0.07 38 39 0.13 18 25 1 55.36 38.02 L127 x127 x 15.9 0.292 3.78 5.7 0.06 39 38 0.11 15 5.7 0.06 39 38 0.11 15 25 1 32.97 22.94 L127 x127x 12.7 0.236 3.06 4.7 0.05 39 36 0.09 12 4.7 0.05 39 36 0.09 12 25 1 17.36 12.19 L127 x127x 11.1 0.209 2.70 4.2 0.05 39 36 0.08 11 4.2 0.05 39 36 0.08 11 25 1 11.82 8.32 L127x127x 9.5 0.179 2.33 3.6 0.04 40 35 0.07 9 3.6 0.04 40 35 0.07 9 25 1 7.62 5.36 L127x127x 7.9 0.150 1.95 3.1 0.03 40 35 0.06 8 3.1 0.03 40 35 0.06 8 25 1 4.50 3.16 L127 x89 x 19.1 0.289 3.75 5.8 0.07 39 44 0.13 29 2.3 0.04 25 25 0.07 15 19 0.464 45.37 24.91 L127 x89 x 15.9 0.245 3.17 5.0 0.06 40 43 0.11 27 2.0 0.03 25 24 0.06 12 19 0.472 27.10 15.04 L127 x89x 12.7 0.198 2.58 4.2 0.05 40 42 0.09 25 1.7 0.03 26 23 0.05 10 19 0.479 14.28 8.05 L127x89x 9.5 0.152 1.97 3.2 0.04 41 41 0.07 24 1.3 0.02 26 22 0.04 8 19 0.486 6.24 3.56 L127x89x 7.9 0.127 1.65 2.7 0.03 41 40 0.06 23 1.1 0.02 26 21 0.03 7 19 0.489 3.68 2.10 L127x89x 6.4 0.102 1.33 2.2 0.03 41 40 0.05 22 0.9 0.01 26 21 0.02 5 20 0.492 1.93 1.10 L127 x76 x 12.7 0.187 2.42 3.9 0.05 40 44 0.08 32 1.1 0.02 21 19 0.03 10 16 0.357 13.40 7.28 L127 x76x 11.1 0.165 2.14 3.5 0.04 41 44 0.07 31 1.0 0.02 21 18 0.03 8 17 0.361 9.16 4.98 L127x76x 9 5 9.5 0.143 0 143 1.85 1 85 3.1 31 0.04 0 04 41 43 0.07 0 07 30 0.8 08 0.01 0 01 21 18 0.03 0 03 7 17 0.364 0 364 5.87 5 87 3.21 3 21 L127x76x 7.9 0.120 1.55 2.6 0.03 41 43 0.06 29 0.7 0.01 22 17 0.02 6 17 0.368 3.46 1.90 L127x76x 6.4 0.096 1.25 2.1 0.03 41 42 0.04 29 0.6 0.01 22 17 0.02 5 17 0.371 1.82 0.99
  • 4. Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L102 x102 x 19.1 0.270 3.51 3.2 0.05 30 32 0.08 17 3.2 0.05 30 32 0.08 17 20 1 42.46 18.35 L102 x102 x 15 9 15.9 0.229 0 229 2.97 2 97 2.8 28 0.04 0 04 30 31 0.07 0 07 15 2.8 28 0.04 0 04 30 31 0.07 0 07 15 20 1 25.39 25 39 11.14 11 14 L102 x102x 12.7 0.187 2.42 2.3 0.03 31 30 0.06 12 2.3 0.03 31 30 0.06 12 20 1 13.40 6.00 L102x102x 11.1 0.165 2.14 2.1 0.03 31 29 0.05 11 2.1 0.03 31 29 0.05 11 20 1 9.16 4.13 L102x102x 9.5 0.143 1.85 1.8 0.02 31 29 0.04 9 1.8 0.02 31 29 0.04 9 20 1 5.87 2.65 L102x102x 7.9 0.120 1.55 1.5 0.02 31 28 0.04 8 1.5 0.02 31 28 0.04 8 20 1 3.46 1.58 L102x102x 6.4 0.096 1.25 1.3 0.02 32 28 0.03 6 1.3 0.02 32 28 0.03 6 20 1 1.82 0.83 L102 x89 x 12.7 0.174 2.26 2.2 0.03 31 32 0.06 13 1.6 0.02 26 25 0.04 11 18 0.75 12.53 4.95 L102x89x 9.5 0.133 1.72 1.7 0.02 32 31 0.04 11 1.2 0.02 27 24 0.03 8 18 0.755 5.49 2.20 L102x89x 7.9 0.112 1.45 1.5 0.02 32 30 0.04 10 1.1 0.02 27 24 0.03 7 19 0.757 3.25 1.31 L102x89x 6.4 0.090 1.17 1.2 0.02 32 29 0.03 10 0.9 0.01 27 23 0.02 6 19 0.759 1.71 0.69 L102 x76x 15.9 0.198 2.57 2.5 0.04 31 35 0.07 21 1.2 0.02 22 22 0.04 13 16 0.534 22.02 7.73 L102 x76x 12.7 0.162 2.10 2.1 0.03 32 34 0.06 19 1.0 0.02 22 21 0.03 10 16 0.543 11.70 4.18 L102x76x 11.1 0.143 1.85 1.9 0.03 32 33 0.05 18 0.9 0.02 22 20 0.03 9 16 0.547 0.00 0.00 L102x76x 9.5 0.124 1.60 1.6 0.02 32 33 0.04 17 0.8 0.01 22 20 0.03 8 16 0.551 5.12 1.87 L102x76x 7.9 0.105 1.35 1.4 0.02 32 32 0.04 17 0.7 0.01 23 19 0.02 7 16 0.554 3.04 1.11 L102x76x 6.4 0.085 1.09 1.2 0.02 33 31 0.03 16 0.6 0.01 23 19 0.02 5 17 0.558 1.61 0.58 L89x89x 12.7 0.162 2.10 1.5 0.02 27 27 0.04 12 1.5 0.02 27 27 0.04 12 17 1 11.70 3.90 L89x89x 11.1 0.143 1.85 1.4 0.02 27 26 0.04 10 1.4 0.02 27 26 0.04 10 17 1 7.99 2.69 L89x89x 9.5 0.124 1.60 1.2 0.02 27 26 0.03 9 1.2 0.02 27 26 0.03 9 17 1 5.12 1.74 L89x89x 7.9 0.105 1.35 1.0 0.02 27 25 0.03 8 1.0 0.02 27 25 0.03 8 18 1 3.04 1.04 L89x89x 6.4 0.085 1.09 0.8 0.01 28 25 0.02 6 0.8 0.01 28 25 0.02 6 18 1 1.61 0.55 L89x76x 12 7 12.7 0.149 0 149 1.94 1 94 1.4 14 0.02 0 02 27 29 0.04 0 04 13 1.0 10 0.02 0 02 22 22 0.03 0 03 11 16 0.714 0 714 10.82 10 82 3.13 3 13 L89x76x 9.5 0.115 1.48 1.1 0.02 28 27 0.03 11 0.8 0.01 23 21 0.03 8 16 0.721 4.75 1.41 L89x76x 7.9 0.096 1.25 1.0 0.02 28 27 0.03 10 0.7 0.01 23 21 0.02 7 16 0.724 2.83 0.84 L89x76x 6.4 0.079 1.01 0.8 0.01 28 26 0.02 10 0.5 0.01 23 20 0.02 6 16 0.727 1.50 0.44
  • 5. Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L89x64x 12 7 12.7 0.137 0 137 1.77 1 77 1.3 13 0.02 0 02 28 30 0.04 0 04 19 0.6 06 0.01 0 01 18 18 0.02 0 02 10 14 0.486 0 486 9.74 9 74 2.61 2 61 L89x64x 9.5 0.105 1.36 1.1 0.02 28 29 0.03 17 0.5 0.01 18 17 0.02 8 14 0.496 4.29 1.17 L89x64x 6.4 0.071 0.93 0.7 0.01 28 28 0.02 16 0.3 0.01 19 16 0.01 5 14 0.506 1.34 0.37 L76x76x 12.7 0.137 1.77 0.9 0.02 23 24 0.03 12 0.9 0.02 23 24 0.03 12 15 1 9.57 2.36 L76x76x 11.1 0.121 1.57 0.8 0.02 23 23 0.03 10 0.8 0.02 23 23 0.03 10 15 1 6.53 1.64 L76x76x 9.5 0.105 1.36 0.7 0.01 23 23 0.02 9 0.7 0.01 23 23 0.02 9 15 1 4.20 1.07 L76x76x 7.9 0.089 1.15 0.6 0.01 23 22 0.02 8 0.6 0.01 23 22 0.02 8 15 1 2.48 0.64 L76x76x 6.4 0.071 0.93 0.5 0.01 24 21 0.02 6 0.5 0.01 24 21 0.02 6 15 1 1.30 0.34 L76x76x 4.8 0.054 0.70 0.4 0.01 24 21 0.01 5 0.4 0.01 24 21 0.01 5 15 1 0.57 0.15 L76x64x 12.7 0.124 1.61 0.9 0.02 23 25 0.03 13 0.5 0.01 18 19 0.02 11 13 0.667 8.87 1.84 L76x64x 9.5 0.096 1.24 0.7 0.01 24 24 0.02 11 0.4 0.01 19 18 0.02 8 13 0.676 3.93 0.83 L76x64x 7.9 0.082 1.05 0.6 0.01 24 24 0.02 10 0.4 0.01 19 17 0.01 7 13 0.68 2.33 0.50 L76x64x 6.4 0.066 0.85 0.5 0.01 24 23 0.02 10 0.3 0.01 19 17 0.01 6 13 0.684 1.23 0.26 L76x64x 4.8 0.049 0.64 0.4 0.01 24 23 0.01 9 0.2 0.01 19 16 0.01 4 14 0.688 0.54 0.11 L76x51x 12.7 0.112 1.45 0.8 0.02 23 27 0.03 19 0.3 0.01 14 15 0.01 10 11 0.414 37.96 1.49 L76x51x 9.5 0.086 1.12 0.6 0.01 24 26 0.02 17 0.2 0.01 14 14 0.01 7 11 0.428 3.56 0.68 L76x51x 7.9 0.073 0.94 0.5 0.01 24 26 0.02 17 0.2 0.01 14 13 0.01 6 11 0.435 2.12 0.41 L76x51x 6.4 0.060 0.77 0.5 0.01 24 25 0.02 16 0.2 0.00 15 13 0.01 5 11 0.44 1.12 0.22 L76x51x 4.8 0.045 0.58 0.4 0.01 25 25 0.01 15 0.1 0.00 15 12 0.01 4 11 0.446 0.50 0.10 L64x64x 12.7 0.112 1.45 0.5 0.0119 19 20 0.0215 11 0.512 0.01 19 20 0.02 11 12 1 7.83 1.30 L64x64x 9.5 0.086 1.12 0.4 0.01 19 19 0.02 9 0.4 0.01 19 19 0.02 9 12 1 3.47 0.59 L64x64x 7 9 7.9 0.073 0 073 0.94 0 94 0.4 04 0.01 0 01 19 19 0.01 0 01 7 0.4 04 0.01 0 01 19 19 0.01 0 01 7 12 1 2.06 2 06 0.36 0 36 L64x64x 6.4 0.060 0.77 0.3 0.01 20 18 0.01 6 0.3 0.01 20 18 0.01 6 12 1 1.09 0.27 L64x64x 4.8 0.045 0.58 0.2 0.00 20 18 0.01 5 0.2 0.00 20 18 0.01 5 13 1 0.47 0.08
  • 6. Polar Axis X-X Axis Y-Y Axis Z-Z moment of Warping nominal Size and Area Tan inertia Constant weight Thickness I S r y Z yp I S r x Z xp r α J Cw mm kN/m x10 m² x10-6m4 x10-3m³ mm mm x10-3m³ mm x10-6m4 x10-3m³ mm mm -3 x10-3m³ mm mm cm 4 cm3 L64x51x 9.5 0.077 1.00 0.4 0.01 20 21 0.02 11 0.2 0.01 15 15 0.01 8 11 0.614 3.11 0.44 L64x51x 7 9 7.9 0.066 0 066 0.85 0 85 0.3 03 0.01 0 01 20 21 0.01 0 01 10 0.2 02 0.01 0 01 15 14 0.01 0 01 7 11 0.62 0 62 1.85 1 85 0.27 0 27 L64x51x 6.4 0.053 0.68 0.3 0.01 20 20 0.01 10 0.2 0.00 15 14 0.01 5 11 0.626 0.98 0.39 L64x51x 4.8 0.040 0.52 0.2 0.00 20 19 0.01 9 0.1 0.00 15 13 0.01 4 11 0.631 0.43 0.06 L51x51x 9.5 0.069 0.88 0.2 0.01 15 16 0.01 9 0.2 0.01 15 16 0.01 9 10 1 2.74 0.29 L51x51x 7.9 0.057 0.74 0.2 0.00 15 16 0.01 7 0.2 0.00 15 16 0.01 7 10 1 1.64 0.17 L51x51x 6.4 0.047 0.61 0.1 0.00 15 15 0.01 6 0.1 0.00 15 15 0.01 6 10 1 0.87 0.09 L51x51x 4.8 0.036 0.46 0.1 0.00 16 14 0.01 5 0.1 0.00 16 14 0.01 5 10 1 0.38 0.04 L51x51x 3.2 0.024 0.31 0.079 0.0021 16 14 0.0039 3 0.1 0.00 16 14 0.00385 3 10 1 0.12 0.01