Member W14x132 (A36) is subjected to the service loads indicated, where w'p is the superimposed dead load, and is laterally supported at its middle as indicated by "x". Investigate if the member is satisfactory in accordance with the 2016 AISC LRFD. 450* w' = 0.8; w = 1.65/ 12 450- = P(150) + P(= 300%) W14x132 (A36) 24" Summary of P1 (Note: The following table must be completed with detailed calculations preceded; or no grade will be given) ) for axial compression [5] Governing KL/r [10] Ap for flexural compression [5] La (ft)) [10] Factored uniform load Wu (k/ft)) [5] Cm() [5] AISC interaction equation # [10] (1) for axial compression [5] AISCE # for determining the critical stress E (5) Ap (2) for flexural compression [5] Applicable limit states for determining the nominal flexural strength Max [10] First-order Factored moment for Nonslender/Slender compression section [5] Pa(k) for each applicable limit state [25] Compact/Noncompact/Slender flexural section [5] Applicable limit states for determining the nominal axial compressive strength Pa [10] Available axial compressive strength P. (k) [10] Mas (k-ft)) for each limit state [10] Available flexural strength Ms (k-ft)(3) [10] Factored axial load P. (k)(3) [5] Elastic Analysis strong-axis bending Mux (k-ft) [5] B1.[15] Required axial load Ps. (k) [10] Required moment for strong-axis bending Mas (k-ft) [10] Combined force ratio(2) [10] Satisfactory member (Y/N) [5] Precision required: (1) To 1 decimal pt.; (2) To 2 decimal pt.; (3) To 3rd decimal pt.