Solved problem 5-3

13-A Solved problem 5-3 for local buckling of columns-CM#14

January 9, 2026March 10, 2020 by Maged kamel

The content of post 13 for compression members.

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.