This table provides dimensional and mechanical properties for various S-shape steel beams. It includes properties like cross-sectional area, depth, wall thickness, elastic modulus, plastic modulus, shear center location, and weight. Properties are listed for beam designations ranging from S610x1.77 down to S80x0.08. The data allows comparison of key metrics across different standardized beam sizes.

1. 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 inertia
Designation 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 cm3
S610x1.77 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 186812.53
S610x1.55 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 172064.17
S610x1.46 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 103893.99
S610x1.31 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 97994.64
S610x1.17 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 92095.30
S510x1.40 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 76855.33
S510x1.25 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 71775.34
S510x1.09 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 44572.81
S510x0.96 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 3
S460x1.02 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 29496.72
S460x0.80 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 25399.95
S380x0.73 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 13207.97
S380x0.63 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 12110.04
S300x0.73 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 8226.31
S300x0 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 99
S300x0.51 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 5293.02
S300x0.46 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 5014.44
S250x0.51 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

2. Polar
Warping
Area Depth Web Flange nominal Compact Section Elastic Properties Plastic Modulus moment of
Constant
weight Criteria X1 X2 x10-6 inertia
Designation 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 cm3
S250x0.37 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 2490.83
S200x0.34 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 1004.53
S200x
S200 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 13.94 866.88
S150x0.25 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 15.44 298.24
S150x0.18 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 6.95 234.34
S130x0.15 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 4.75 106.52
S100x0.14 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 49.98
S100x0.11 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 42.11
S80x0.11 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 17.70
S80x0.08 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