14a-Problem-6-8 for local buckling-CM#15 For HSS section
Problem-6-8 for local buckling-CM#15 For HSS section.The HSS section is a slender column, determine the available strength.
A solved problem 6-8 for local buckling-CM#15
A solved problem 6-8 for local buckling-CM#15. How to determine the factored nominal compressive strength for an HSS slender section based on CM#15?