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DCTDHS/06 DuraGal DESIGN CAPACITY TABLES<br />
MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D8-43<br />
TABLE D8.3-3(2)(B)<br />
SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS<br />
FIXED END BEAMS<br />
DuraGal SQUARE HOLLOW SECTIONS: GRADE C450L0<br />
Standard Thickness<br />
bending about x-axis<br />
W * S1<br />
= Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250<br />
Designation Mass W* S1 (kN)<br />
per m<br />
d b t<br />
Span of Beam (L) in metres<br />
mm mm mm kg/m 0.5 0.75 1.0 1.25 1.5 1.75 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0<br />
75 x 75 x 6.0 SHS 12.0 1420 632 356 228 158 116 88.9 56.9 39.5 29.0 22.2 17.6 14.2 9.88<br />
5.0 SHS 10.3 1270 564 317 203 141 104 79.3 50.8 35.3 25.9 19.8 15.7 12.7 8.81<br />
4.0 SHS 8.49 1080 482 271 173 120 88.5 67.8 43.4 30.1 22.1 16.9 13.4 10.8 7.53<br />
3.5 SHS 7.53 980 435 245 157 109 80.0 61.2 39.2 27.2 20.0 15.3 12.1 9.80 6.80<br />
3.0 SHS 6.60 880 391 220 141 97.8 71.8 55.0 35.2 24.4 18.0 13.8 10.9 8.80 6.11<br />
2.5 SHS 5.56 754 335 189 121 83.8 61.6 47.1 30.2 21.0 15.4 11.8 9.31 7.54 5.24<br />
2.0 SHS 4.50 620 276 155 99.3 68.9 50.6 38.8 24.8 17.2 12.7 9.69 7.66 6.20 4.31<br />
65 x 65 x 6.0 SHS 10.1 868 386 217 139 96.4 70.8 54.2 34.7 24.1 17.7 13.6 10.7 8.68 6.03<br />
5.0 SHS 8.75 784 349 196 125 87.1 64.0 49.0 31.4 21.8 16.0 12.3 9.68 7.84 5.45<br />
4.0 SHS 7.23 678 301 170 108 75.3 55.3 42.4 27.1 18.8 13.8 10.6 8.37 6.78 4.71<br />
3.0 SHS 5.66 558 248 140 89.3 62.0 45.6 34.9 22.3 15.5 11.4 8.72 6.89 5.58 3.88<br />
2.5 SHS 4.78 481 214 120 76.9 53.4 39.2 30.0 19.2 13.3 9.81 7.51 5.93 4.81 3.34<br />
2.0 SHS 3.88 397 176 99.3 63.5 44.1 32.4 24.8 15.9 11.0 8.10 6.20 4.90 3.97 2.76<br />
1.6 SHS 3.13 326 145 81.5 52.1 36.2 26.6 20.4 13.0 9.05 6.65 5.09 4.02 3.26 2.26<br />
50 x 50 x 5.0 SHS 6.39 316 140 78.9 50.5 35.1 25.8 19.7 12.6 8.77 6.44 4.93 3.90 3.16 2.19<br />
4.0 SHS 5.35 281 125 70.3 45.0 31.2 22.9 17.6 11.2 7.81 5.74 4.39 3.47 2.81 1.95<br />
3.0 SHS 4.25 239 106 59.8 38.3 26.6 19.5 15.0 9.57 6.64 4.88 3.74 2.95 2.39 1.66<br />
2.5 SHS 3.60 208 92.5 52.1 33.3 23.1 17.0 13.0 8.33 5.78 4.25 3.25 2.57 2.08 1.45<br />
2.0 SHS 2.93 174 77.3 43.5 27.8 19.3 14.2 10.9 6.95 4.83 3.55 2.72 2.15 1.74 1.21<br />
1.6 SHS 2.38 144 63.9 36.0 23.0 16.0 11.7 8.99 5.75 4.00 2.94 2.25 1.78 1.44 0.999<br />
40 x 40 x 4.0 SHS 4.09 129 57.5 32.3 20.7 14.4 10.6 8.08 5.17 3.59 2.64 2.02 1.60 1.29 0.898<br />
3.0 SHS 3.30 115 50.9 28.6 18.3 12.7 9.35 7.16 4.58 3.18 2.34 1.79 1.41 1.15 0.796<br />
2.5 SHS 2.82 101 44.9 25.2 16.2 11.2 8.24 6.31 4.04 2.80 2.06 1.58 1.25 1.01 0.701<br />
2.0 SHS 2.31 85.3 37.9 21.3 13.6 9.48 6.96 5.33 3.41 2.37 1.74 1.33 1.05 0.853 0.592<br />
1.6 SHS 1.88 71.2 31.6 17.8 11.4 7.91 5.81 4.45 2.85 1.98 1.45 1.11 0.879 0.712 0.494<br />
35 x 35 x 3.0 SHS 2.83 73.1 32.5 18.3 11.7 8.12 5.97 4.57 2.92 2.03 1.49 1.14 0.902 0.731 0.508<br />
2.5 SHS 2.42 65.0 28.9 16.2 10.4 7.22 5.31 4.06 2.60 1.81 1.33 1.02 0.802 0.650 0.451<br />
2.0 SHS 1.99 55.4 24.6 13.8 8.86 6.15 4.52 3.46 2.22 1.54 1.13 0.865 0.684 0.554 0.385<br />
1.6 SHS 1.63 46.6 20.7 11.6 7.45 5.17 3.80 2.91 1.86 1.29 0.950 0.727 0.575 0.466 0.323<br />
30 x 30 x 2.0 SHS 1.68 33.4 14.9 8.36 5.35 3.72 2.73 2.09 1.34 0.929 0.683 0.523 0.413 0.334 0.232<br />
1.6 SHS 1.38 28.4 12.6 7.09 4.54 3.15 2.32 1.77 1.13 0.788 0.579 0.443 0.350 0.284 0.197<br />
25 x 25 x 2.5 SHS 1.64 20.8 9.23 5.19 3.32 2.31 1.70 1.30 0.831 0.577 0.424 0.324 0.256 0.208 0.144<br />
2.0 SHS 1.36 18.2 8.10 4.56 2.92 2.03 1.49 1.14 0.729 0.506 0.372 0.285 0.225 0.182 0.127<br />
1.6 SHS 1.12 15.7 6.96 3.92 2.51 1.74 1.28 0.979 0.627 0.435 0.320 0.245 0.193 0.157 0.109<br />
20 x 20 x 1.6 SHS 0.873 7.47 3.32 1.87 1.19 0.830 0.610 0.467 0.299 0.207 0.152 0.117 0.0922 0.0747 0.0519<br />
Note: 1. Serviceabilty Load W * S1 = 384EI / (250L 2 )
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