13-A Solved problem 5-3 for local buckling of columns-CM#14
A Solved problem 5-3 For Local Buckling, it is required to estimate Φc*Pn and Pn/Ωc, with the appropriate AISC equations for a square hollow steel section.
Solved problem 5-3
A step-by-step guide to solved problem 5-3; find the available strength for a square HSS short column using Tables 4-4 and 4-22.