Load:

$P_D=400lb$

$P_L=1600lb$

$D+L_r(ASD)$

$1\mathrm{.}2D+1\mathrm{.}6L_r(LRFD)$

Load combination: $,D+L_r($ASD$)$

Span:

$L=8ft$

$48$

Member size: $$

Stress grade and species:

No$.1$ DF$-$L

Unbraced length:

$l_u=0$

Moisture content:

MC $19$ percent

Live load deflection limit:

Allow. $\frac{L}{360}$

$6\mathrm{.}5$ Repeat Prob. $6\mathrm{.}1$ except the unbraced length is $l_u=L=8ft.C_M=1\mathrm{.}0.$

f$.$ Nominal LRFD values: $F_{bn},F_{vn}$ and $E,$ and $E$

g$.$ Adjusted LRFD values: $F_{bn}^{\text{'}},F_{vn}^{\text{'}},$ and $E^{\text{'}}$

h$.$ Adjusted LRFD moment and shear resistances: $M_n^{\text{'}}$ and $V_n^{\text{'}}$

i$.$ Factored moment and shear $($LRFD$),$ and actual deflection: $M_{u^{\text{'}}},V_{u^{\text{'}}}$ and $$

j$.$ Determine if the member is adequate $($LRFD$).$