$7\mathrm{.}2$ A $\frac{5^1}{8}15DF$ axial combination $5$ glulam is used as the tension member in a

large roof truss. A single row of $1-$in$.$ diameter bolts occurs at the net section of

the member. Loads are a combination of dead and snow $($ASD: D$+$S; LRFD: $1\mathrm{.}2$D

$+1\mathrm{.}6S.$ Joints are assumed to be pin$-$connected. $MC=10$ percent. $C_t=1\mathrm{.}0.$

Find:

e$.$ The factored axial tension capacity using LRFD$.$

f$.$ Repeat part $e$ except that the $MC=15$ percent.

g$.$ Repeat part $e$ except that the $MC=18$ percent.