Problem $1.$

Given: The exterior column in the Figure shown below is made of a Select Structural. The member

supports a vertical load due to a girder reaction and lateral wind force from the horizontal wall

framing. The lateral force causes bending about the strong axis of the member, and wall framing

provides continuous lateral support about the weak axis. The following data indicated in Table $1$ is

to be used for each student and it indicates the type of timber, size of the member, dead load, snow

load, length, and lateral wind load. Consider $C_M=1\mathrm{.}0$ and $C_t=1\mathrm{.}0.$ Indicate all assumptions made

and reference to the code as necessary.

Find: Check the column for the combined compression and bending using ASD.

$D=4k,L=14ft$

$S=12\mathrm{.}5k$

$W=200l\frac{b}{f}t$

Section $=68$

Timber species: DF$-$L north