ONESTEEL duragal sections

DuraGal DESIGN CAPACITY TABLES DCTDHS/06
D8-44 for STRUCTURAL STEEL HOLLOW SECTIONS MARCH 2002
W * L1
= Maximum Design Load based on Design Moment Capacity
W * L2
= Maximum Design Load based on Design Shear Capacity
Maximum Design Load W* L
is LESSER of W* L1
and W* L2
TABLE D8.3-4(A)
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS
FIXED END BEAMS WITH FULL LATERAL RESTRAINT
DuraGal SQUARE HOLLOW SECTIONS: GRADE C450L0
Non-Standard Thickness
bending about x-axis
Designation Mass W* L1 (kN)
per m W* L2
d b t
Span of Beam (L) in metres
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 kN
100 x 100 x 2.8 SHS 8.39 301 201 150 120 100 86.0 75.2 60.2 50.1 43.0 37.6 33.4 30.1 25.1 254
2.3 SHS 6.95 224 150 112 89.7 74.8 64.1 56.1 44.9 37.4 32.0 28.0 24.9 22.4 18.7 211
75 x 75 x 2.8 SHS 6.19 196 131 97.9 78.3 65.3 55.9 48.9 39.2 32.6 28.0 24.5 21.8 19.6 16.3 187
2.3 SHS 5.14 146 97.1 72.8 58.3 48.6 41.6 36.4 29.1 24.3 20.8 18.2 16.2 14.6 12.1 155
65 x 65 x 2.3 SHS 4.42 118 78.6 58.9 47.2 39.3 33.7 29.5 23.6 19.6 16.8 14.7 13.1 11.8 9.82 133
50 x 50 x 2.8 SHS 3.99 86.3 57.5 43.1 34.5 28.8 24.6 21.6 17.3 14.4 12.3 10.8 9.58 8.63 7.19 119
2.3 SHS 3.34 73.1 48.7 36.6 29.2 24.4 20.9 18.3 14.6 12.2 10.4 9.14 8.12 7.31 6.09 100
40 x 40 x 2.8 SHS 3.11 52.8 35.2 26.4 21.1 17.6 15.1 13.2 10.6 8.80 7.54 6.60 5.86 5.28 4.40 92.5
2.3 SHS 2.62 45.1 30.1 22.6 18.1 15.0 12.9 11.3 9.03 7.52 6.45 5.64 5.01 4.51 3.76 78.2
35 x 35 x 2.8 SHS 2.67 39.1 26.1 19.6 15.6 13.0 11.2 9.78 7.82 6.52 5.59 4.89 4.34 3.91 3.26 79.0
2.3 SHS 2.25 33.7 22.4 16.8 13.5 11.2 9.62 8.41 6.73 5.61 4.81 4.21 3.74 3.37 2.80 67.1
Notes: 1. φ = 0.9
2. α = 1.0
m
3. α s
= 1.0
4. W* L1
= 12 φ M s
/L
5. W* L2
= 2 φ V v