Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 7, Problem 10P
To determine
Calculate the required cross sectional area of the truss.
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USE VIRTUAL WORK METHOD
Determine the smallest cross-sectional area A for the members of the truss shown, so that the vertical deflection at joint B does not exceed 10 mm Use the method of virtual work.
Using the virtual work method, Determine the following:
A.) Determine the horizontal and vertical deflections of point G for the truss shown. A = 4500 mm2, E=200 GPa for all member.
Find the slope at the left support and the deflection at point C from the beam shown. Use E = 200,000 MPa and 1 = 12 x 107 mm. Double integration. (Boundary method)
Chapter 7 Solutions
Structural Analysis
Ch. 7 - Prob. 1PCh. 7 - Prob. 2PCh. 7 - Prob. 3PCh. 7 - Prob. 4PCh. 7 - Prob. 5PCh. 7 - Prob. 6PCh. 7 - Prob. 7PCh. 7 - Prob. 8PCh. 7 - Prob. 9PCh. 7 - Prob. 10P
Ch. 7 - Prob. 11PCh. 7 - Prob. 12PCh. 7 - Prob. 13PCh. 7 - Prob. 14PCh. 7 - Prob. 15PCh. 7 - Prob. 16PCh. 7 - Prob. 17PCh. 7 - Prob. 18PCh. 7 - Prob. 19PCh. 7 - Prob. 20PCh. 7 - Prob. 21PCh. 7 - Prob. 22PCh. 7 - Prob. 23PCh. 7 - Prob. 24PCh. 7 - Prob. 25PCh. 7 - Prob. 26PCh. 7 - Prob. 27PCh. 7 - Prob. 28PCh. 7 - Prob. 29PCh. 7 - Prob. 30PCh. 7 - Prob. 31PCh. 7 - Prob. 32PCh. 7 - Prob. 33PCh. 7 - Prob. 34PCh. 7 - Prob. 35PCh. 7 - Prob. 36PCh. 7 - Prob. 37PCh. 7 - Prob. 38PCh. 7 - Prob. 39PCh. 7 - Prob. 40PCh. 7 - Prob. 41PCh. 7 - Prob. 42PCh. 7 - Prob. 43PCh. 7 - Prob. 44PCh. 7 - Prob. 45PCh. 7 - Prob. 46PCh. 7 - Prob. 47PCh. 7 - Prob. 48PCh. 7 - Prob. 49PCh. 7 - Prob. 50PCh. 7 - Prob. 51PCh. 7 - Prob. 52PCh. 7 - Prob. 53PCh. 7 - Prob. 54PCh. 7 - Prob. 55PCh. 7 - Prob. 56PCh. 7 - Prob. 57PCh. 7 - Prob. 58PCh. 7 - Prob. 59PCh. 7 - Prob. 60PCh. 7 - Prob. 61PCh. 7 - Prob. 62PCh. 7 - Prob. 63PCh. 7 - Prob. 64PCh. 7 - Prob. 65PCh. 7 - Prob. 66PCh. 7 - Prob. 67PCh. 7 - Prob. 68PCh. 7 - Prob. 69P
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Similar questions
- Determine the deflection at the middle of segment BC using virtual work method. Take E = 200GPa and I = 1608 x 106 mm4.arrow_forwarddetermine the slope and defelction at A and C of the beam in the figure using virtual work method. Take E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. show complete solution with drawing.arrow_forwardBy Castigliano's second theorem find the area of the cross section smallest required for the truss members shown, so that the horizontal deflection at joint D do notexceed 10mm. Only by the method mentioned. Handwritten plsarrow_forward
- Determine the slope at point B and the maximum deflection of the beam shown in Fig. Use Conjugate-beam theorems. Take E = 200 Gpa, I = 208 x 106 mm4 .arrow_forwardFind the maximum deflection for the cantilever beam using Virtual Work Method.arrow_forwardDetermine the horizontal deflection at joint G of the truss shown, by the virtual work method.arrow_forward
- Determine the slope and deflection at point C of the beam shown. Use Area Moment Method.arrow_forwardDetermine the slope and deflection at point C of the steel beam using virtual work method. E = 200 GPa & I = 250x106 mm4arrow_forwardUse the Virtual Work method to determine the vertical component of deflection at point B of the truss shown. Note:hand written solution should be avoided.arrow_forward
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