Homework Exercises

A W $1272$ column is $10$ feet long and has pinned end conditions $)=(1\mathrm{.}0.$ If it is unbraced $(KL=10$ feet$),$ determine its design capacity using the ASD and LRFD methods. Use $F_y=50$ksi and $E=29,000$ksi.

A W $1272$ column is $10$ feet long and has pinned end conditions $)=(1\mathrm{.}0.$ If it is braced at its mid$-$height in the weak direction, determine its design capacity using the ASD and LRFD methods. Use $F_y=50$ksi and $E=29,000$ksi.