$7\mathrm{.}17$ Given: The glulam column in Figure $7.$D with the following information:

The loads are axial forces and the member is axial combination $2$ DF glulam. The column effective length factor is Ke $=1\mathrm{.}0.$ CM $=1\mathrm{.}0,$ and Ct $=1\mathrm{.}0.$

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

Text Problem $7\mathrm{.}17($b$)$ only with given information below Use Fc $=1,950$ psi, Ex min $=850,000$ psi, Ey min $=700,000$ psi.

Only check one LRFD Load Combination: $1\mathrm{.}2$ D $+1\mathrm{.}6$ L $+0\mathrm{.}5$ Lr