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DuraGal DESIGN CAPACITY TABLES DCTDHS/06<br />
D8-40 for STRUCTURAL STEEL HOLLOW SECTIONS MARCH 2002<br />
W * L1<br />
= Maximum Design Load based on Design Moment Capacity<br />
W * L2<br />
= Maximum Design Load based on Design Shear Capacity<br />
Maximum Design Load W * L<br />
is LESSER of W * L1<br />
and W * L2<br />
Notes: 1. φ = 0.9<br />
2. α = 1.0<br />
m<br />
3. α s<br />
= 1.0<br />
4. W* L1<br />
= 12 φ M s<br />
/L<br />
5. W* L2<br />
= 2.0 φ V v<br />
TABLE D8.3-3(1)(A)<br />
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS<br />
FIXED END BEAMS WITH FULL LATERAL RESTRAINT<br />
DuraGal SQUARE HOLLOW SECTIONS: GRADE C450L0<br />
Standard Thickness<br />
bending about x-axis<br />
Designation Mass W* L1 (kN)<br />
per m<br />
d b t<br />
Span of Beam (L) in metres<br />
mm mm mm kg/m 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 kN<br />
100 x 100 x 6.0 SHS 16.7 357 179 119 89.4 71.5 59.6 51.1 44.7 39.7 35.7 32.5 29.8 27.5 25.5 507<br />
5.0 SHS 14.2 309 154 103 77.2 61.7 51.4 44.1 38.6 34.3 30.9 28.1 25.7 23.7 22.0 432<br />
4.0 SHS 11.6 252 126 84.1 63.1 50.5 42.1 36.0 31.5 28.0 25.2 22.9 21.0 19.4 18.0 353<br />
3.0 SHS 8.96 180 90.2 60.1 45.1 36.1 30.1 25.8 22.6 20.0 18.0 16.4 15.0 13.9 12.9 271<br />
2.5 SHS 7.53 136 68.2 45.5 34.1 27.3 22.7 19.5 17.1 15.2 13.6 12.4 11.4 10.5 9.75 228<br />
2.0 SHS 6.07 97.6 48.8 32.5 24.4 19.5 16.3 13.9 12.2 10.8 9.76 8.87 8.13 7.51 6.97 184<br />
90 x 90 x 3.0 SHS 8.01 143 71.5 47.7 35.8 28.6 23.8 20.4 17.9 15.9 14.3 13.0 11.9 11.0 10.2 242<br />
2.5 SHS 6.74 117 58.4 38.9 29.2 23.4 19.5 16.7 14.6 13.0 11.7 10.6 9.74 8.99 8.34 204<br />
2.0 SHS 5.45 83.3 41.6 27.8 20.8 16.7 13.9 11.9 10.4 9.25 8.33 7.57 6.94 6.40 5.95 165<br />
1.6 SHS 4.39 59.8 29.9 19.9 15.0 12.0 9.97 8.55 7.48 6.65 5.98 5.44 4.98 4.60 4.27 133<br />
89 x 89 x 6.0 SHS 9.06 173 86.7 57.8 43.4 34.7 28.9 24.8 21.7 19.3 17.3 15.8 14.5 13.3 12.4 275<br />
5.0 SHS 12.5 239 119 79.5 59.6 47.7 39.8 34.1 29.8 26.5 23.9 21.7 19.9 18.4 17.0 379<br />
3.5 SHS 14.6 275 137 91.6 68.7 55.0 45.8 39.3 34.4 30.5 27.5 25.0 22.9 21.1 19.6 443<br />
75 x 75 x 6.0 SHS 12.0 187 93.3 62.2 46.7 37.3 31.1 26.7 23.3 20.7 18.7 17.0 15.6 14.4 13.3 363<br />
5.0 SHS 10.3 164 81.8 54.5 40.9 32.7 27.3 23.4 20.4 18.2 16.4 14.9 13.6 12.6 11.7 312<br />
4.0 SHS 8.49 137 68.6 45.8 34.3 27.5 22.9 19.6 17.2 15.3 13.7 12.5 11.4 10.6 9.80 257<br />
3.5 SHS 7.53 123 61.5 41.0 30.7 24.6 20.5 17.6 15.4 13.7 12.3 11.2 10.2 9.46 8.78 228<br />
3.0 SHS 6.60 108 53.9 36.0 27.0 21.6 18.0 15.4 13.5 12.0 10.8 9.81 8.99 8.30 7.70 199<br />
2.5 SHS 5.56 82.8 41.4 27.6 20.7 16.6 13.8 11.8 10.4 9.20 8.28 7.53 6.90 6.37 5.91 168<br />
2.0 SHS 4.50 63.5 31.8 21.2 15.9 12.7 10.6 9.07 7.94 7.06 6.35 5.77 5.29 4.89 4.54 136<br />
W* L2
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