PROBLEM #$2$: $($ASD$)$

Given:

$16"24"$ x $14\text{'}-0"$ high fully grouted CMU columnColumn Steel Reinforcement:#$3$ Ties @ $12"$ O$.$C$.$ Max.The requirements for minimum eccentricity is

ignored and only axial loads are considered.

Find:

$P_a$ : allowable column capacity $($kips$)$ to carry axial $($vertical$)$ load, ASD.