Use figures $15\mathrm{.}715\mathrm{.}13$ to select the minimum rectangular tied column and its reinforcement

based on the following parameters:

$$ f $$c $=5,000$ psi $$ Dead load bending moment $=100$ kip$-$ft

$$ Steel has fy $=60$ ksi $$ Live load bending moment $=100$ kip$-$ft

$$ Dead load $=200$ kips

$$ Live load $=150$ kips

Steel has fy $=60$ksi

Dead load $=100$kips

Live load $=80$ kips

Repeat problem $1,$ but this time assume the the that square tied column also supports:

Dead load bending moment $=25$kip$-$ft

Live load bending moment $=30$kip$-$ft

Hint: this scenario involves eccentricity.