EI is constant (Assume EI = 1 kN-m2). Solve using the moment-area method. Determine the slope at B. Determine the location of the maximum deflection from A. Determine the maximum deflection.

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

Using conjugate beam method.  If E = 200000MPa, I = 20x10^6mm^4, Compute the slope at right support and Compute the Deflection at D.

Use the method of virtual work and determine the horizontal deflection at C. EI is constant. There is a pin at A. Assume C is a roller and B is a fixed joint.  B. Also solve using Castigliano's Theorem    note: add 4.39 to all loads