$7\mathrm{.}22$ Given: The glulam column in Figure $7.$D with the following information:

$D=10k,L=45k$

$L_r=20k,L_2=10ft$

$L_1=26ft,L_3=16ft$

The minimum eccentricity described in Sec. $7\mathrm{.}16$ is to be considered. The member is a bending combination $24F-1\mathrm{.}8E$ glulam. The column effective length factor is $K_e=1\mathrm{.}0.C_M=1\mathrm{.}0,$ and $C_t=1\mathrm{.}0.$

Find: $,a.$ Using ASD, is the column adequate to support the design loads?

b$.$ Using LRFD$,$ is the column adequate to support the factored design loads?