Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 6, Problem 54P
To determine
Find the maximum deflection
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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 horizontal deflection at D in terms of EI for the frame shown.
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 6 Solutions
Structural Analysis
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - Prob. 26PCh. 6 - Prob. 27PCh. 6 - Prob. 28PCh. 6 - Prob. 29PCh. 6 - Prob. 30PCh. 6 - Prob. 31PCh. 6 - Prob. 32PCh. 6 - Prob. 33PCh. 6 - Prob. 34PCh. 6 - Prob. 35PCh. 6 - Prob. 36PCh. 6 - Prob. 37PCh. 6 - Prob. 38PCh. 6 - Prob. 39PCh. 6 - Prob. 40PCh. 6 - Prob. 41PCh. 6 - Prob. 42PCh. 6 - Prob. 43PCh. 6 - Prob. 44PCh. 6 - Prob. 45PCh. 6 - Prob. 46PCh. 6 - Prob. 47PCh. 6 - Prob. 48PCh. 6 - Prob. 49PCh. 6 - Prob. 50PCh. 6 - Prob. 51PCh. 6 - Prob. 52PCh. 6 - Prob. 53PCh. 6 - Prob. 54PCh. 6 - Prob. 55PCh. 6 - Prob. 56PCh. 6 - Prob. 57PCh. 6 - Prob. 58PCh. 6 - Prob. 59PCh. 6 - Prob. 60P
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- 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_forwardQ2/ The simple supported beam ABC in Fig2. Carries a distributed load of maximum intensity wo over its span of length L. Determine the maximum deflection of the beam. (Use double integration method) Fig.1 Fig.2 B Wi 42 27arrow_forward6.14 through 6.17 use the moment area method to determine the slopes and deflections at points B and C of the beam shown.arrow_forward
- 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. P6.7arrow_forwardDetermine the maximum deflection for the beam shown by the moment-area method. 135 kN B -2.5m 5 m El = constant E = 70 GPa I = 210x10ʻmm FIG. P6.23, P6.49arrow_forwardUse the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown in Figsarrow_forward
- 8.24. Refer to Fig, 8-21. Detemine the equation of the deflection curve for the simply supported beam supporting the load of unifomly varying intensity. w L Ans. y= ZE 602 T8 T80 Fig. 8-21 Fig. 8-22arrow_forward8.20. Refer to Fig. 8-19. Determine the deflection at every point of the cantilever beam subject to the single moment M shown. Ans. y =-Mx2E Fig. 8-19 Fig. 8-20arrow_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
- M В Determine the equations for slope and deflection of the beam shown by the direct integration method. EI = constant. FIG. P6.1arrow_forwardUse the moment-area method to determine the slope and deflection at point D of the beam shown.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_forward
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