Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Draw the shear and bending moment diagrams and the qualitative deflected shape for the beam shown in Fig. 5.10(a)
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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_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_forwardFind the deflection at C for the beam loaded as shown in Fig. 4. Take EI = 40,000 kNm². %3D 200kNm 0.5m 4m 2marrow_forward
- A-Use the conjugate-beam method to determine the slope and deflection at point B of the beam shown in Fig.1. E-200 kN/mm², 1-60*106 mm. Fig.1 3 m 10 kN Barrow_forwardIn the figure below (1st photo), find the force in member HD. (In the second photo is the clearer view of the values below)arrow_forwardUsing method of virtual work, Find the horizontal and vertical deflections at tip end a in Fig 3. E is constarrow_forward
- Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.arrow_forward(1) Using the double integration method, derive the equation of the elastic curve of the cantilever shown in Fig. 1.112. Determine the slope and deflection at the free end if EI = 4000 m²t. 氰 1t/m 3m Fig 1 112 4mt 6 m Fig 1 113 3t/marrow_forwardUse the virtual work method to determine the vertical deflection at joint C of the frame shown in Fig. 7.17(a)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_forwardQuestion 2 Calculate the horizontal deflection at point ctor the 2d structure shown in figure 2 below. Take AE = 100x10 N. 20 kN 2m 10 kN 6m 3m Fig. 2arrow_forward
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