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.

Q2. Calculate the deflection at point D for the following static beam structure using the Unit Load and Moment Area method P = a kN D q = a +b B EI b/4 m b/2 m b Where: E3D 210 х 106 I= 8360 x 10-8 a = 3 b = 2a 3 b b A = (2/3) A = (1/3)

A cantilever beam ABC is fixed at A. Segment AB is 2m long and BC is 3m long. Segment BC is loaded with a triangular load ranging from 0 at B to 40 kN/m at C. Using the double integration method, a.) Calculate the slope at C b.) Compute the maximum deflection

1. A simply supported beam is consisting of two segments, segment AB which is 5 m tong while last segment BC is 3 m long. If 20 kN/m uniformly distributed load is applied to the entire span of segment AB, determine the following: c. The maximum deflection of the beam using conjugate method. Note: El is constant