Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 6, Problem 36P
To determine
Find the slope
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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.
Q-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.1
determine the horizontal deflection at D in terms of EI for the frame shown.
Chapter 6 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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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- 8.20. 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_forward7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN 50 kN/m E C I D 21 E=150 GPa I= 4000(106)mm4 200kN-> 21 B Figure for Prob. 7.34 & 7.35 2 m 4 m 2 m 2 marrow_forwardDetermine the slope and deflection at point B of the beam shown in Fig. 6.15(a) by the conjugate-beam method.arrow_forward
- 7.35 Use the virtual work method to determine the hori- zontal deflection at joint E of the frame shown in Fig. P7.34. 150 kN C 2 m 2 m I 200kN->> 21 2 m D B 50 kN/m 21 HH E Figure for Prob. 7.34 & 7.35 4 m E = 150 GPa I= 4000(106)mm¹arrow_forwardThe beam shown in Fig. P.13.8 has its central portion reinforced so that its flexural rigidity is twice that of the outer portions. Use the moment-area method to determine the central deflection. Ans. 3 WL³1256EI (downwards). w B A El El 2EI FIGURE P.13.8 L14 L14 L14 L14arrow_forwardProblems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. *120 KNQB 4 m 3 m Figure PS.1 EA = constant %3D E = 200 GPa, A = 1500 mm (ABH= 9.6 mm Agy 2.13 mm)arrow_forward
- Determine the horizontal deflection at joint C of the truss shown in Fig. 7.5(a) by the virtual work methodarrow_forward8.24. 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_forwardWhat is the vertical deflection of joint N of the pin jointed frame as shown in figarrow_forward
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