* Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V VO 15 ft 1 1(A) = 1 20 ft -SA EI = constant E = 10,000 ksi I = 2,500 in M.M dx EI EI=Constant E = 10,000 ks: I=2,500 in 4 € (pined) On 6/9 Find Horizontal Deflection at joint 0 using virtual work

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of materia…