$(25$pts$)$ Use the method of superposition and your FE reference. The beam has a $2^{nd}$ moment of

area of I $Ix=400i{n}^4$ and is made of A$36$ steel.

a$.$ What is the deflection at the right end in units of inch due to the $2ki\frac{p}{f}t$ distributed

load?

b$.$ What is the deflection at the right end in units of inch due to the $8$ kip point load?

c$.$ What is the deflection at the right end in units of inch due to the CW $40$kip$-ft$ moment?

d$.$ What is the total deflection of the right end of the beam?$(25$pts$)$ Use the method of superposition and your FE reference. The beam has a $2^($nd $)$ moment of area of $1\backslash$times $=400$in$^(4)$ and is made of A$36$ steel. a$.$ What is the deflection at the right end in units of inch due to the $2$ki$($p$)/($f$)$t distributed load? b$.$ What is the deflection at the right end in units of inch due to the $8$ kip point load? c$.$ What is the deflection at the right end in units of inch due to the CW $40$kip $-$ ft moment? d$.$ What is the total deflection of the right end of the beam?