A concentrated load F is applied at the midspan L/2 of this indeterminate beam. Using singularity functions determine the deflection in terms of EI at L/3 Using singularity functions. Then use Castigliano's Theorem to verify your answer.

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Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. Using the Castigliano's Theorem, Calculate the total deflection at joint G. Consider uniform cross sectional area A= 500mm² and modulus of elasticity E for all members is 200 GPa. Let P = 153 kN and 2P = 153(2) = 306 kN

A simply supported beam with P1=76kN, P2=50 kN and w=31kN/m has the loadings shown. If the value of x is 3.7m, calculate the deflection at B in terms of EI Answer: -6,406.2523 Need solution

For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, and (b) the deflection at B. Assume that El is constant for the beam. Let w = 6 kN/m, L = 4.0 m, E = 215 GPa, and I = 110 x 106 mm4 |B L/2 Answer: (b) VB = i mm