(Solved): Find the allowable moment capacity, \( \mathrm{M}^{\prime}=\mathrm{S}_{\mathrm{x}} \mathrm{F}^{\pr ...

Find the allowable moment capacity, \( \mathrm{M}^{\prime}=\mathrm{S}_{\mathrm{x}} \mathrm{F}^{\prime} \mathrm{b} \), and shear capacity, \( \mathrm{V}^{\prime}=\left(F^{\prime}{ }_{\mathrm{v}} \mathrm{A}\right) / 1.5 \), 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.