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.
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.
