Question: Find deflection yusing castiglianos method, with E = 2 9 , 0 0 0 KSI, I = 2 2 5 in ^ 4 , a

Find deflection yusing castiglianos method, with E=29,000 KSI, I=225 in^4, a distributed load of 1.5 kips per foot, 2 kip force at the end of the beam and the beam being 11 feet in length
Find deflection yusing castiglianos method, with

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