The most critical consideration in the design of a rolled steel column carrying axial
loads is the
(a) Percentage elongation at yield and the net cross-sectional area
(b) Critical bending strength and axial yield strength of material
(c) Buckling strength based on the net area of the section and percentage elongation at
ultimate load
(d) Compressive strength based on slenderness ratio and gross cross-sectional area.
loads is the
(a) Percentage elongation at yield and the net cross-sectional area
(b) Critical bending strength and axial yield strength of material
(c) Buckling strength based on the net area of the section and percentage elongation at
ultimate load
(d) Compressive strength based on slenderness ratio and gross cross-sectional area.