A $5\mathrm{.}125$ x $15$ DF 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 $+1\mathrm{.}6$S$).$ Joints are assumed to be pin connected. MC $=10\%.$ Ct $=1\mathrm{.}0.$Find: a: The maximum axial tension load using ASD. b: Repeat part a except that the MC $=18\%$ c: The factored axial tension capacity using LRFD$.$ d: Repeat part c except that the MC $=18\%$