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2 dimension and properties table of s shape
 

2 dimension and properties table of s shape

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    2 dimension and properties table of s shape 2 dimension and properties table of s shape Presentation Transcript

    • Dimension and P Di i d Properties T bl of S h ti Table f S-shape This data is gotten from http://www.structural-drafting-net-expert.com/steel-beam.html g p g p Polar Warping Area Depth Web Flange nominal Compact Section Elastic Properties Plastic Modulus moment of Constant weight Criteria X1 X2 x10-6 inertiaDesignation r x /r y Thickness tw Width Thickness kN per Axis X-X Axix Y-Y A d Zx Zy J Cw tw 2 bf tf m bf h Fy I S r I S r x10-3m² mm mm mm mm mm 2tf tw Mpa Mpa (1/Mpa)² x10-6m4 x10-3m³ mm x10-6m4 x10-3m³ mm x10-3m³ x10-3m³ cm4 cm3S610x1.77 22.97 622 20 10 204 28 1.77 3.7 36.4 22822.45 37.23 1315.29 4.23 239.52 34.67 0.34 38.86 6.16 5.01 0.59 532.78 186812.53S610x1.55 20.13 622 16 8 200 28 1.55 3.6 34.1 379.23 20409.2 51.96 1223.72 3.93 246.63 32.09 0.32 39.88 6.18 4.57 0.54 420.39 172064.17S610x1.46 18.90 610 19 9 184 22 1.46 4.2 28.3 20685 61.84 994.79 3.26 229.11 19.85 0.22 32.26 7.10 3.93 0.39 315.92 103893.99S610x1.31 17.10 610 16 8 181 22 1.31 4.1 33.7 386.12 18685.45 86.03 936.52 3.06 233.93 18.69 0.21 33.02 7.08 3.64 0.37 251.82 97994.64S610x1.17 15.16 610 13 6 178 22 1.17 4 42.1 248.22 16892.75 115.27 874.09 2.87 240.54 17.56 0.20 34.04 7.07 3.34 0.34 203.54 92095.30S510x1.40 18.19 516 20 10 183 23 1.40 3.9 21.6 25718.35 24.40 695.11 2.70 195.83 20.89 0.23 33.78 5.80 3.24 0.41 349.63 76855.33S510x1.25 16.32 516 17 8 179 23 1.25 3.8 26.2 23098.25 34.29 657.65 2.54 200.41 19.48 0.22 34.54 5.80 3.00 0.38 276.79 71775.34S510x1.09 14.19 508 16 8 162 20 1.09 4 27.1 21650.3 48.17 532.78 2.10 193.55 12.40 0.15 29.46 6.57 2.51 0.27 191.05 44572.81S510x0.96 12.52 5 508 13 3 6 159 59 20 0 0.96 0 96 3.9 39 34.1 3 379.23 3 9 3 19306 9306 68.36 68 36 495.32 95 3 1.95 95 198.88 98 88 11.53 53 0.15 0 5 30.23 30 3 6.58 6 58 2.29 9 0.25 0 5 149.01 90 41623.14 6 3S460x1.02 13.29 457 18 9 159 18 1.02 4.5 21.8 24753.05 30.92 385.43 1.69 170.43 10.03 0.13 27.43 6.21 2.05 0.24 170.65 29496.72S460x0.80 10.39 457 12 6 152 18 0.80 4.3 33.6 393.02 19099.15 71.52 334.65 1.47 179.58 8.66 0.11 28.96 6.20 1.72 0.20 96.98 25399.95S380x0.73 9.48 381 14 7 143 16 0.73 4.5 23.2 23787.75 32.39 202.29 1.06 146.05 6.53 0.09 26.16 5.58 1.26 0.16 88.24 13207.97S380x0.63 8.13 381 10 5 140 16 0.63 4.4 31 20409.2 51.96 186.06 0.98 151.13 5.99 0.09 27.18 5.56 1.14 0.15 64.10 12110.04S300x0.73 9.48 305 17 9 139 17 0.73 4.2 13.9 34957.65 7.00 126.95 0.83 115.57 6.53 0.09 26.16 4.42 1.00 0.17 115.30 8226.31S300x0 60 0.60 7.74 7 74 305 12 6 133 17 0.60 0 60 4 20.7 20 7 27924.75 27924 75 14.35 14 35 113.21 113 21 0.74 0 74 121.16 121 16 5.66 5 66 0.08 0 08 26.92 26 92 4.50 4 50 0.87 0 87 0.15 0 15 70.34 70 34 7111.99 7111 99S300x0.51 6.65 305 11 5 129 14 0.51 4.7 23.4 24132.5 27.56 95.32 0.63 119.89 4.11 0.06 24.89 4.82 0.73 0.11 43.70 5293.02S300x0.46 6.03 305 9 4 127 14 0.46 4.6 28.6 21995.05 35.97 90.74 0.60 122.68 3.90 0.06 25.40 4.83 0.69 0.10 36.55 5014.44S250x0.51 6.65 254 15 8 126 12 0.51 5 13.8 34199.2 7.87 61.19 0.48 96.01 3.48 0.06 22.89 4.20 0.58 0.10 53.69 3080.77
    • Polar Warping Area Depth Web Flange nominal Compact Section Elastic Properties Plastic Modulus moment of Constant weight Criteria X1 X2 x10-6 inertiaDesignation r x /r y Thickness tw Width Thickness kN per Axis X-X Axix Y-Y A d Zx Zy J Cw tw 2 bf tf m bf h Fy I S r I S r x10-3m² mm mm mm mm mm 2tf tw Mpa Mpa (1/Mpa)² x10-6m4 x10-3m³ mm x10-6m4 x10-3m³ mm x10-3m³ x10-3m³ cm4 cm3S250x0.37 4.81 254 8 4 118 12 0.37 4.7 26.4 23649.85 25.66 51.61 0.40 103.38 2.83 0.05 24.23 4.27 0.47 0.08 25.10 2490.83S200x0.34 4.37 203 11 6 106 11 0.34 4.9 14.5 32889.15 8.35 27.01 0.27 78.74 1.79 0.03 20.27 3.88 0.32 0.06 22.89 1004.53S200xS200 0.27 3.49 203 7 3 102 11 0.27 4.7 23.7 25994.15 17.27 23.97 0.24 82.80 1.55 0.03 21.11 3.92 0.27 0.05 13.94 866.88S150x0.25 3.27 152 12 6 91 9 0.25 5 9.9 43093.75 3.01 10.95 0.14 57.91 0.96 0.02 17.15 3.38 0.17 0.04 15.44 298.24S150x0.18 2.37 152 6 3 85 9 0.18 4.6 19.9 29579.55 10.03 9.20 0.12 62.23 0.76 0.02 17.91 3.48 0.14 0.03 6.95 234.34S130x0.15 1.90 127 5 3 76 8 0.15 4.6 17.4 31923.85 7.32 5.12 0.08 52.07 0.51 0.01 16.33 3.19 0.09 0.02 4.75 106.52S100x0.14 1.80 102 8 4 71 7 0.14 4.8 8.7 47092.85 1.84 2.83 0.06 39.62 0.38 0.01 14.45 2.74 0.07 0.02 4.99 49.98S100x0.11 1.46 6 102 0 5 2 68 7 0.11 0 4.5 5 14.7 36129.8 36 9 8 4.35 35 2.53 53 0.05 0 05 41.66 66 0.32 03 0.01 00 14.76 6 2.82 8 0.06 0 06 0.02 00 3.05 3 05 42.11S80x0.11 1.43 76 9 4 64 7 0.11 4.8 5.6 63158.2 0.59 1.22 0.03 29.21 0.24 0.01 13.11 2.23 0.04 0.01 3.73 17.70S80x0.08 1.08 76 4 2 59 7 0.08 4.5 11.4 42473.2 2.23 1.05 0.03 31.24 0.19 0.01 13.26 2.36 0.03 0.01 1.80 13.75