Steel sections
to AS4100 1998(+A1)
Member selection
Section:
Yield strength, fy
Elastic modulus, E
Shear Modulus, G
Members subject to bending (Section 5)
Design moment, M*
(F)ull/(E)nd/(U)nrestrained lateral restraint
Members subject to axial compression (Section 6)
Design axial load, N*
Effective length, le
Form factor, kf
Members table