Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Question
Chapter 7, Problem 55P
To determine
Calculate the horizontal deflection and vertical deflection at joint B of the truss.
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Use the virtual work method to determine the horizontal deflection at joint E of the truss shown in Fig. P7.8.
Determine the slope and deflection at point A of the beam shown by the moment-area method
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.
Chapter 7 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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
Ch. 7 - Prob. 11PCh. 7 - Prob. 12PCh. 7 - Prob. 13PCh. 7 - Prob. 14PCh. 7 - Prob. 15PCh. 7 - Prob. 16PCh. 7 - Prob. 17PCh. 7 - Prob. 18PCh. 7 - Prob. 19PCh. 7 - Prob. 20PCh. 7 - Prob. 21PCh. 7 - Prob. 22PCh. 7 - Prob. 23PCh. 7 - Prob. 24PCh. 7 - Prob. 25PCh. 7 - Prob. 26PCh. 7 - Prob. 27PCh. 7 - Prob. 28PCh. 7 - Prob. 29PCh. 7 - Prob. 30PCh. 7 - Prob. 31PCh. 7 - Prob. 32PCh. 7 - Prob. 33PCh. 7 - Prob. 34PCh. 7 - Prob. 35PCh. 7 - Prob. 36PCh. 7 - Prob. 37PCh. 7 - Prob. 38PCh. 7 - Prob. 39PCh. 7 - Prob. 40PCh. 7 - Prob. 41PCh. 7 - Prob. 42PCh. 7 - Prob. 43PCh. 7 - Prob. 44PCh. 7 - Prob. 45PCh. 7 - Prob. 46PCh. 7 - Prob. 47PCh. 7 - Prob. 48PCh. 7 - Prob. 49PCh. 7 - Prob. 50PCh. 7 - Prob. 51PCh. 7 - Prob. 52PCh. 7 - Prob. 53PCh. 7 - Prob. 54PCh. 7 - Prob. 55PCh. 7 - Prob. 56PCh. 7 - Prob. 57PCh. 7 - Prob. 58PCh. 7 - Prob. 59PCh. 7 - Prob. 60PCh. 7 - Prob. 61PCh. 7 - Prob. 62PCh. 7 - Prob. 63PCh. 7 - Prob. 64PCh. 7 - Prob. 65PCh. 7 - Prob. 66PCh. 7 - Prob. 67PCh. 7 - Prob. 68PCh. 7 - Prob. 69P
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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, P7.18arrow_forwardDetermine 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. P6.7arrow_forwardUse the virtual work method to determine the slope and deflection at point D of the beam shownarrow_forward
- Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown in Figs. P6.31 and P6.32arrow_forward7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the beam shown.arrow_forwardDetermine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.arrow_forward
- Determine 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_forwardProblem 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)arrow_forwardUse the virtual work method to determine the vertical deflection at joint B of the frame shown in Fig. P7.41.arrow_forward
- Determine the horizontal deflection at joint C of the truss shown in Fig. 7.5(a) by the virtual work methodarrow_forwardProblem 7.60 Use Castigliano's second theorem to determine the deflection at point C of the beam shown 100 kN 300 kN m 6 m 3 m 21 I E = constant = 70 GPa I = 500 (10) mm* FIG. P7.25, P7.29, P7.60arrow_forward
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