Problem 1: For the propped cantilever beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. Use deflection formulas to determine deflections at B. Assume that EI is constant along the beam. 6 k A 2 k/ft Ţ 20 ft B 6 ft C

Problem 1: For the propped cantilever beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. Use deflection formulas to determine deflections at B. Assume that EI is constant along the beam. 6 k A 2 k/ft Ţ 20 ft B 6 ft C

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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