Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the maximum deflection for the beam shown in Fig. 6.7(a) by the moment-area method.
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- Determine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.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_forwardQ. 2 Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft 30 k Fig. 2 A В 6 ft 4 ft- 5 ftarrow_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_forwardDetermine the vertical deflection at joint C of the truss shown in the figure by using the virtual work method.arrow_forward
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