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Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems unless otherwise indicated.

Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems unless otherwise indicated.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 19P
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Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems unless otherwise indicated. 

13.20 Calculate the slope and deflection at the 60-kip load on the beam shown in the accompanying illustration.
Transcribed Image Text:13.20 Calculate the slope and deflection at the 60-kip load on the beam shown in the accompanying illustration.
AND ANGLE CHANGES USING ENERGY METHODS I₁= 2000 in.4 *** 10 ft 60 k 1₂ = 4000 in.4 - 10 ft — 40 k - 10 ft-> 291 J
Transcribed Image Text:AND ANGLE CHANGES USING ENERGY METHODS I₁= 2000 in.4 *** 10 ft 60 k 1₂ = 4000 in.4 - 10 ft — 40 k - 10 ft-> 291 J
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