$7\mathrm{.}19$ Problems

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

$7\mathrm{.}1$ A $38$ member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF$-$L$.$ A single line of $\frac{7}{8}-$in$.$ diameter bolts is used to make the connection of the member to the diaphragm. $C_M=1\mathrm{.}0,C_t=1\mathrm{.}0,$ and $C_i=1\mathrm{.}0.$

Find:

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

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