Assignment$3($ centric axial load columns design$)$

Select a standard Channel profile for the compression member shown in the following figure. Use A$992$ steel, with the current end fixity $($fixed for x$,$y$,$z$).$

Ans.$)$ Use a C$1225($you should reach to these Euler numbers: for FBFe$=28\mathrm{.}56$ksi for FTB $Fe=73\mathrm{.}66$ksi

Hint: Flexural$-$torsional buckling$($FTB$)$ strength about the $x$ axis $($this is the axis of symmetry for a channel$)$ Check flexural buckling $(FB)$ strength about the $y$ axis $($this is the axis of no symmetry for a channel$)$

$5$