Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 7, Problem 63P
To determine
Find the slope and deflection at point D of the beam using Castigliano’s second theorem.
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Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown in Figs. P6.31 and P6.32
Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.
Determine the slope and deflection at point B of
the beam shown by the direct integration method.
50 kN-m
B
4 m
El = constant
E - 70 GPa
I = 164 (10) mm“
FIG. P6.7
Chapter 7 Solutions
Structural Analysis
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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- Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in Figs. P6.9 through P6.12.arrow_forwardProblem 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, P7.18arrow_forwardDetermine the slope and deflection at point B of the beam shown in Fig. 6.15(a) by the conjugate-beam method.arrow_forward
- Use the conjugate-beam method to determine the slopes and deflections at points B and D of the beams shown in Figs. P6.33 and P6.34.arrow_forwardUse the virtual work method to determine the slope and deflection at point D of the beam shownarrow_forwardQ-1 Use the moment-area method to determine the slope and deflection at the free end C of the overhang beam shown in Fig.1. (El is constant). B Fig.1arrow_forward
- 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, P7.60arrow_forwardUse the moment-area method to determine the slope and deflection at point D of the beam shown.arrow_forwardDetermine the horizontal deflection at joint E of the truss shown in Fig. P7.16 due to a temperature increase of 50 DEGREE CELCIUS in members AC and CE. Use the method of virtual work. E 4 m D FIG. P7.16 4 m -3 m a = 1.2 (10-5)/°C Barrow_forward
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