Structural Analysis, Si Edition
Structural Analysis, Si Edition
5th Edition
ISBN: 9781285051505
Author: Aslam Kassimali
Publisher: Cengage Learning
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Equilibrium and Support Reactions
Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are co…
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Chapter 7, Problem 51P
To determine

Calculate the horizontal deflection and vertical deflection at joint B of the truss.

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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
Problem 7.55 30 k (6 in.2) Use Castigliano's second theorem to determine the horizontal and vertical D components of the deflection at joint B of the truss shown. 10 ft (6 in.?) (4 in.?) B A (6 in.2) 45 k - 10 ft- 10 ft E = 10,000 ksi FIG. P7.5, P7.55 (4 in.²)
Problem 7.26 Use the virtual work method to determine the deflection at point C of the beam shown. 200 kN FIG. P7.16, P7.18 100 kN ALE D В C 5 m 10 m 5 m I 21 I E = constant = 250 GPa I = 600(106) mm4 FIG. P7.26, P7.30, P7.61

Chapter 7 Solutions

Structural Analysis, Si Edition

Ch. 7 - Prob. 1PCh. 7 - Prob. 2PCh. 7 - Prob. 3PCh. 7 - Prob. 4PCh. 7 - Prob. 5PCh. 7 - Prob. 6PCh. 7 - Prob. 7PCh. 7 - Prob. 8PCh. 7 - Prob. 9PCh. 7 - Prob. 10P
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