Compute $($using only formula method$)$ the compressive strength capacity of the column of HSS $8$ x $4$ x $1/4,$ using ASTM A$500$ Grade B steel, shown in Figure. Calculate both the design compressive strength for LRFD and the allowable compressive strength for ASD.

$(7)$ pts$)$ Compute $($using only formula method$)$ the compressive strength capacity of the column of

HSS $84\frac{1}{4},$ using ASTM A$500$ Grade B steel, shown in Figure. Calculate both the design

compressive strength for LRFD and the allowable compressive strength for ASD.