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 factored strength.
A solved problem 6-8 for local buckling-CM-14.
Solved problem 6-8 for local buckling-CM-14. Determine the axial compressive design strength and the allowable design strength of a HSS slender section.