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. 5.14(a).
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- Solve the magnitude and position of the missing force, make sure to do it in step by step manner and make sure to illustrate properly For the given beam shown. There are three forces acting on the beam and the third force is missing, if the resultant of these three vertical forces is 13.6 N acting up at 3 meters to the right of A. Determine the magnitude and position of the missing force.arrow_forwardDetermine 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_forward
- For the load and beam shown use the conjugate-beam method to find the deflection at b and the rotation at c. E = 20,000 kN/cm and I = 5,000 cm'. 10 kN to 2 m 2 m 2 m 2 marrow_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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