Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Use the method of virtual work.
Use the method of Castigliano's theorem.
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- For the beam and loading shown use the double-integration method the equation of the elastic curve for segment AB of the beam, (b) the deflection midway between A and B, and (c) the slope at B. Assume that El is constant for the beam. to determine (a) L.arrow_forwardCorrect and detailed answer will be Upvoted else downvoted. Thank you!arrow_forwardFor the beam below, determine the displacement at x = 2L/3 from the fixed support using the deflection tables provided in the FE equation packet. Take EI as a constant. Indicate the direction of the displacement also.arrow_forward
- Hand written and clean writing pleasearrow_forwardDetermine the vertical displacement of joint A. Each bar is made of steel and has a cross-section area of 600 mm2. Take E = 200 GPa. Use the method of virtual work.arrow_forwarduse virtual work method to determine horizontal and vertical components of the deflection at joint B of the truss P D A E B -2 at L EA= = constant P A F |--arrow_forward
- Use the method of virtual work. Use the method of Castigliano's theoremarrow_forwardUse the method of virtual work and determine the horizontal deflection at C. EI is constant. There is a pin at A. Assume C is a roller and B is a fixed joint. B. Also solve using Castigliano's Theorem note: add 4.39 to all loadsarrow_forwardPlease send right answer with calculations and diagrams.arrow_forward
- Using the virtual work method determine slope of the beam at "A". Beam is subjected to a uniformly Distributed Load “W" and a concentrated moment "WL^2" at “A" (Express the results in terms of W, L, and EI) w ikIft=constant)arrow_forward5 Determine the horizontal displacement of joint C. Assume the members are pin connected at their end points. Take A = 200 mm², and E= 200 GPa for each member. Use the method of virtual work. Solve using Castigliano's theorem. 8 kN 3 m 3 m 4 m C Barrow_forwardFor the beam shown, obtain: A). Applying the double integration method, the rotation in the left support (A), and the deflection in (C). B). Applying the moment of area method, the rotation in (D), and the maximum deflection between supports A and B. C). Applying the conjugate beam method, the rotation in (B), and the deflection in (D). Use the following Values: a = 1.75 m, q = 2.25 kN/m. E = 200 Gpa, |= 200 x10^6 mm^4 Note: Please provide the deflection results in mm and rotation in degrees. 90² qa A B D C аarrow_forward
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