Find the allowable moment capacity, $M^{\text{'}}=S_x{F}_b,$ and shear capacity, $V^{\text{'}}=\frac{F_{v}A}{1\mathrm{.}5},$ for each of the following beam sections. Unless otherwise indicated, the members are in a dry service condition, in a normal temperature range, unincised, and braced against lateral buckling. Use $C_r=1\mathrm{.}0$ unless otherwise allowed.

$\backslash$table$[[$No$,$Section,Wood species and grade,Load,Additional information$],[1,26,$Hem$-$Fir $-$ No $1,$D$+$S$+$L$,\backslash$table$[[$Note: Live load is due to$],[$Occupancy$],[$Member is repetitive$]]],[2,28,$Southern Pine $-$ No$.2,$D$+$L$,\backslash$table$[[$Note: Roof live load; i$.$e$.],[$treat as construction load$]]],[3,610,$Spruce$-$Pine$-$Fir $-$ No$\mathrm{.}1,$D$+$W$,$MC $=25\%$