A symmetrical framework consisting of three pin-connected bars is loaded by aforce P. The angle between the inclined bars and the horizontal is 48°. The axiala. Compute the elongation in bar BD.b. Compute the elongation of bar CD.c. Compute the stress of bar CA.strain in the middle bar is measured as 0.00213. Length of bar BD is L = 2 m.1.8 m1.8 m/48B486L-2 mLID

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b. Compute the elongation of bar CD. c. Compute the stress of bar CA. A symmetrical framework consisting of three pin-connected bars is loaded by a force P. The angle between the inclined bars and the horizontal is 48°. The axial strain in the middle bar is measured as 0.00213. Length of bar BD is L = 2 m. 1.8 m 1.8 m 488 B J48B A L-2 m LI

b. Compute the elongation of bar CD. c. Compute the stress of bar CA. A symmetrical framework consisting of three pin-connected bars is loaded by a force P. The angle between the inclined bars and the horizontal is 48°. The axial strain in the middle bar is measured as 0.00213. Length of bar BD is L = 2 m. 1.8 m 1.8 m 488 B J48B A L-2 m LI

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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