Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 7, Problem 23P
To determine

Find the deflection at point B of the beam using virtual work method.

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Problem 7.29 Use the virtual work method to determine the deflection at point C of the beam shown. 100 kN 300 kN · m A B 6 m 3 m 21 I E = constant = 70 GPa 500 (106) mm4 FIG. P7.25, P7.29, P7.60
Problem 7.18 Determine the horizontal deflection at joint E of the truss shown in the figure if member BC is 18mm too long and member CE is 15mm too short. Use the method of virtual work. 4 m 4 m B 3 m a = 1.2 (10 SyC FIG. P7.16, P7.18
2 k/ft Problem 7.27 Use the virtual work method to C determine the deflection at point C of the beam shown. A 15 ft- -6 ft- El = constant E = 29,000 ksi 1= 3,500 in.4 FIG. P7.27, P7.62
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Author:KASSIMALI, Aslam.
Publisher:Cengage,