A simple beam with overhang is shown below. Consider a constant EI, X (in lbs) = 10(A + C + 5), Y (in lbs) = 25(B+D+2) and Z= 15 (E + F +2) a. b. c. Draw the shear and moment diagram. Draw the moment diagram by part referring to A (or C). Determine the deflection at point where X is applied. X C A Z lb/ft 12' D B

A simple beam with overhang is shown below. Consider a constant EI, X (in lbs) = 10(A + C + 5), Y (in lbs) = 25(B+D+2) and Z= 15 (E + F +2) a. b. c. Draw the shear and moment diagram. Draw the moment diagram by part referring to A (or C). Determine the deflection at point where X is applied. X C A Z lb/ft 12' D B

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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