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DCTDHS/06 DuraGal DESIGN CAPACITY TABLES<br />
MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D8-45<br />
TABLE D8.3-4(B)<br />
SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS<br />
FIXED END BEAMS<br />
DuraGal SQUARE HOLLOW SECTIONS: GRADE C450L0<br />
Non-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 />
100 x 100 x 2.8 SHS 8.39 2050 910 512 328 227 167 128 81.9 56.9 41.8 32.0 25.3 20.5 14.2<br />
2.3 SHS 6.95 1720 763 429 275 191 140 107 68.7 47.7 35.0 26.8 21.2 17.2 11.9<br />
75 x 75 x 2.8 SHS 6.19 831 369 208 133 92.3 67.8 51.9 33.2 23.1 17.0 13.0 10.3 8.31 5.77<br />
2.3 SHS 5.14 702 312 175 112 78.0 57.3 43.9 28.1 19.5 14.3 11.0 8.66 7.02 4.87<br />
65 x 65 x 2.3 SHS 4.42 448 199 112 71.7 49.8 36.6 28.0 17.9 12.4 9.14 7.00 5.53 4.48 3.11<br />
50 x 50 x 2.8 SHS 3.99 227 101 56.8 36.4 25.2 18.5 14.2 9.09 6.31 4.64 3.55 2.80 2.27 1.58<br />
2.3 SHS 3.34 195 86.6 48.7 31.2 21.7 15.9 12.2 7.79 5.41 3.98 3.04 2.41 1.95 1.35<br />
40 x 40 x 2.8 SHS 3.11 109 48.6 27.3 17.5 12.2 8.93 6.83 4.37 3.04 2.23 1.71 1.35 1.09 0.759<br />
2.3 SHS 2.62 94.9 42.2 23.7 15.2 10.5 7.75 5.93 3.80 2.64 1.94 1.48 1.17 0.949 0.659<br />
35 x 35 x 2.8 SHS 2.67 70.0 31.1 17.5 11.2 7.78 5.72 4.38 2.80 1.95 1.43 1.09 0.865 0.700 0.486<br />
2.3 SHS 2.25 61.3 27.3 15.3 9.81 6.82 5.01 3.83 2.45 1.70 1.25 0.958 0.757 0.613 0.426<br />
Note: 1. Serviceabilty Load W * S1 = 384EI / (250L 2 )
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