Design values and section properties for the following problems ae to be in accordance with the NDS$.$ Dry service conditions, normal temperatures, and bending about the strong axis apply unless otherwise indicated.

$1\mathrm{.}0$ A $3$x$8$ member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF$-$L$.$ A single line of $7/8-$in diameter bolts is used to make the connection of the member to the diaphragm. CM $=1\mathrm{.}0,$ Ct $=1\mathrm{.}0,$ and Ci $=1\mathrm{.}0.$

Find:$$ a$.$ The maximum axial tension load using ASD.

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

$2\mathrm{.}0$ 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 $=18\%$