Q$5.)$ What is the safe factored load value $"W",$ in kips, for a steel beam $W1026,$ simply supported with a uniform loading and $Fy=50$ksi $?$

Q$6.)$ Is a $50$ ksi steel beam W $1636$ compact?

Q$7.)$ What is the Mp$,$ in kip$-$ft$,$ of a $50$ksi steel beam W $14120$

Q$8.)$ A simple beam of A$992$ steel is $6$ feet long and has a concentrated live load of $36$ kips applied $0\mathrm{.}5$ feet from the end. It is found that a W $1222$ is adequate for bending moment. Investigate the beam to determine if the shear capacity is adequate for the required shear $($assume no beam weight$).$

Q$9.)$ For an $18K5$ open web joist with a span of $30ft,$ what is the safe factored load $($in pounds per foot of joist span$)$ that produces a defection of $\frac{L}{360}$ of the span.

Q$10.)$ A W $1253$ steel column of A$992$ steel has an unbraced length of $16$ feet. Compute the maximum factored load, if the bottom of the column is fixed and translation fixed while the top is rotation free and translation free.