Problem $11-8$: Compute the allowable load on a column with fixed ends if it is $5\mathrm{.}45$m long and made from a standard metric IPE I $140123\mathrm{.}8$ I$-$beam shape $($Refer to Appendix A$-7($e$)).$ The material is ASTM A$36$ steel. Use the AISC formula.

a$)$ Calculate slenderness ratio $=$ KLE $/$ r $=$

b$)$ Transition Slenderness Ratio $=$ CC $=$

c$)$ Is this column classified as "long" or "short"?$$

d$)$ Critical Buckling Load $=$ Pcr $=$ kN

e$)$ Allowable column load $-$ Pall $=$ kN