12- Solved problem 5-2 for local buckling of columns.
A Solved problem 5-2 For Local Buckling, for which it is required to estimate the LRFD value Φ* Pn and the ASD allowable strength P/Ωc, for a column.
solved problem 5-2 for local buckling
In solved problem 5-2 for local buckling, it is required to find the Nominal strength of a given W section by using design tables and AISC E.3 provision.