14-Solved problem 6-8 for local buckling of columns-CM#14.
Solved problem 6-8 For Local Buckling. The column is a rectangle hollow section, determine the axial compressive design strength and factors strength.
A solved problem 6-8 for local buckling
A solved problem 6-8 for local buckling for a column, determine the axial compressive design strength Φc Pn and the allowable design strength Pn/λc of a 24 ft HSS of 14x10x1/4 inch column section.