In beam-columns or eccentric loaded columns, an elastic critical stress in compression fcc is

Where: E = Modulus of elasticity of steel

λ = Slenderness ratio in the plane of bending

1
\(\frac{{\pi E}}{\lambda }\)
2
\(\frac{{{\pi ^2}E}}{{{\lambda ^2}}}\)
3
\(\frac{{\pi E}}{{{\lambda ^2}}}\)
4
\(\frac{{{\pi ^2}E}}{\lambda }\)

Sponsored

hivanix.in

Visit

This quiz is brought to you by hivanix.in

🌐 Web App Development

Quick Navigation