You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
DuraGal DESIGN CAPACITY TABLES DCTDHS/06<br />
D8-16 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 />
= 8 φ M s<br />
/L<br />
5. W* L2<br />
= 2 φ V v<br />
TABLE D8.1-3(1)(A)<br />
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS<br />
SIMPLY SUPPORTED 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 16.7 238 119 79.4 59.6 47.7 39.7 34.0 29.8 26.5 23.8 21.7 19.9 18.3 17.0 507<br />
5.0 SHS 14.2 206 103 68.6 51.4 41.2 34.3 29.4 25.7 22.9 20.6 18.7 17.1 15.8 14.7 432<br />
4.0 SHS 11.6 168 84.1 56.1 42.1 33.6 28.0 24.0 21.0 18.7 16.8 15.3 14.0 12.9 12.0 353<br />
3.0 SHS 8.96 120 60.1 40.1 30.1 24.1 20.0 17.2 15.0 13.4 12.0 10.9 10.0 9.25 8.59 271<br />
2.5 SHS 7.53 91.0 45.5 30.3 22.7 18.2 15.2 13.0 11.4 10.1 9.10 8.27 7.58 7.00 6.50 228<br />
2.0 SHS 6.07 65.1 32.5 21.7 16.3 13.0 10.8 9.30 8.13 7.23 6.51 5.92 5.42 5.01 4.65 184<br />
90 x 90 x 3.0 SHS 8.01 95.4 47.7 31.8 23.8 19.1 15.9 13.6 11.9 10.6 9.54 8.67 7.95 7.34 6.81 242<br />
2.5 SHS 6.74 77.9 38.9 26.0 19.5 15.6 13.0 11.1 9.74 8.65 7.79 7.08 6.49 5.99 5.56 204<br />
2.0 SHS 5.45 55.5 27.8 18.5 13.9 11.1 9.25 7.93 6.94 6.17 5.55 5.05 4.63 4.27 3.96 165<br />
1.6 SHS 4.39 39.9 19.9 13.3 9.97 7.98 6.65 5.70 4.98 4.43 3.99 3.63 3.32 3.07 2.85 133<br />
89 x 89 x 6.0 SHS 9.06 116 57.8 38.5 28.9 23.1 19.3 16.5 14.5 12.8 11.6 10.5 9.64 8.89 8.26 275<br />
5.0 SHS 12.5 159 79.5 53.0 39.8 31.8 26.5 22.7 19.9 17.7 15.9 14.5 13.3 12.2 11.4 379<br />
3.5 SHS 14.6 183 91.6 61.1 45.8 36.6 30.5 26.2 22.9 20.4 18.3 16.7 15.3 14.1 13.1 443<br />
75 x 75 x 6.0 SHS 12.0 124 62.2 41.5 31.1 24.9 20.7 17.8 15.6 13.8 12.4 11.3 10.4 9.57 8.89 363<br />
5.0 SHS 10.3 109 54.5 36.3 27.3 21.8 18.2 15.6 13.6 12.1 10.9 9.91 9.08 8.39 7.79 312<br />
4.0 SHS 8.49 91.5 45.8 30.5 22.9 18.3 15.3 13.1 11.4 10.2 9.15 8.32 7.63 7.04 6.54 257<br />
3.5 SHS 7.53 82.0 41.0 27.3 20.5 16.4 13.7 11.7 10.2 9.11 8.20 7.45 6.83 6.31 5.86 228<br />
3.0 SHS 6.60 71.9 36.0 24.0 18.0 14.4 12.0 10.3 8.99 7.99 7.19 6.54 5.99 5.53 5.14 199<br />
2.5 SHS 5.56 55.2 27.6 18.4 13.8 11.0 9.20 7.89 6.90 6.13 5.52 5.02 4.60 4.25 3.94 168<br />
2.0 SHS 4.50 42.3 21.2 14.1 10.6 8.47 7.06 6.05 5.29 4.70 4.23 3.85 3.53 3.26 3.02 136<br />
W* L2
Change language