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A 75 k 2 k/ft D B |-15 ft-15 ft--|- 21 C E = constant 30 ft- I

A 75 k 2 k/ft D B |-15 ft-15 ft--|- 21 C E = constant 30 ft- I

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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Determine the reactions and draw the shear and bending moment diagrams using the
Method of Consistent Deformations (the force method).(Structural Analysis)

A 75 k 2 k/ft D B |-15 ft-15 ft--|- 21 C E = constant 30 ft- I
Transcribed Image Text:A 75 k 2 k/ft D B |-15 ft-15 ft--|- 21 C E = constant 30 ft- I
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