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AS/NZS 11693 Structural Steel Hollow Sections
Design Member Moment Capacity
ΦMb = 1.0 kN*m
Max Design Load based on Design Moment Capacity
W*L1 = 1.0 kN
Max Design Load based on Design Shear Capacity
W*L2 = 1.0 kN
Max Serviceability Design Load based on Deflection of L/250
W*s = 1.0 kN
Segment length for Full Lateral Restraint
FLR = 1.0 m
Picture 1.
CHS