$(18$ pts$)$ Determine the compressive strength capacity of the compression member of W$18$x$119,$

using A$992$ steel, by using the following methods. The member is with one end fixed and the other

end pinned. The length is $12$ feet.

a$.(11$ pts$)$ Formula method to compute both the design strength for LRFD and the allowable

strength for ASD. Showing all calculation details.

b$.(5$ pts$)$ Use AISC Available Critical Stress Table $4-14$ method $($Handout$02)$ to determine both

the design strength for LRFD and the allowable strength for ASD. Show all input and output

details.

c$.(1$ pt$)$ Use AISC Available Strength $4-1-4-12$ Table methods $($Handout$02)$ to determine

both the design strength for LRFD and the allowable strength for ASD. Show all input and

output details.

$(1$ pt$)$ Then please make a comparison among the results from part a$,$ part b$,$ and part c$.$ Do these

give you similar answers?$(18$ pts$)$ Determine the compressive strength capacity of the compressionmember of W$18$x$119,$ using A$992$ steel, by using the following methods. The member is with one end fixed and the other end pinned. The length is $12$ feet. a$.(11$ pts$)$ Formula method to compute both the design strength for LRFD and the allowable strength for ASD. Showing all calculation details. b$.(5$ pts$)$ Use AISC Available Critical Stress Table $4-14$ method $($Handout$02)$ to determine both the design strength for LRFD and the allowable strength for ASD. Show all input and output details. c$.(1$ pt$)$ Use AISC Available Strength $4-14-12$ Table methods $($Handout$02)$ to determine both the design strength for LRFD and the allowable strength for ASD. Show all input and output details. $(1$ pt$)$ Then please make a comparison among the results from part a$,$ part b$,$ and part c$.$ Do these give you similar answers?