An 8x12 column of No. 1 S-P-F(S) has an unbraced length for buckling about the strong x axis of 16 ft and an unbraced length for buckling about the weak y axis of 8 ft. Cm=1.0 and Ct=1.0. The effective column length factor is Kc=1 for buckling about both axes. Find: a. The maximum axial loads using ASD considering D-only and D+L. b. The factored axial capacity using Lrfd considering 1.4D and 1.2D +1.6L.