PROBLEM $1$

GIVEN: $6$ X $6$ # $2$ DOUGLAS FIR $-$ LARCH POST & TIMBERS

GRADED BY WWPA

Member has pin$-$pin ends

Member is fully braced on both axes

All Adjustment Factors $=1\mathrm{.}00$

$\frac{L}{M}$:$=10\mathrm{.}0$

$P$:$=15000$

$F_{CE}$:$=\frac{adj{F}_C}{2}$

FIND: MAXIMUM BENDING STRESS

$K_e=1\mathrm{.}0$

$l_e=k_e(l)$