Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Use 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_forward7.41 Use the virtual work method to determine the rotation of joint B of the frame shown. 7.42 Use the virtual work method to determine the vertical deflection at joint B of the frame shown in Fig. P7.41. 4m A 150 kN B -1.51 -1.5 m-1.5 m-+ 20 kN/m 5 m El= constant E = 200 GPa I= 500 (106) mm4 2 сarrow_forward
- Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.arrow_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 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_forward
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