Question $2$: compute the maximum factored load capacity $($LRFD$)$ for the $7^{\text{'}\text{'}}\frac{1}{2^{\text{s}\text{t}\text{e}\text{e}\text{l}\text{p}\text{l}\text{a}\text{t}\text{e}\text{r}\text{s}\text{h}\text{o}\text{w}\text{n}\text{b}\text{e}\text{l}\text{o}\text{w}\text{.}\text{T}\text{h}\text{e}\text{b}\text{o}\text{l}\text{t}\text{s}\text{a}\text{r}\text{e}}}\frac{3}{4^{\text{'}\text{'}}}$ diameter and the steel is A$709-$ Gr$.50.$ Bolt spacing is $3^{\text{'}\text{'}}$ center to center horizontally and vertically and edge distance is $2^{?}$