Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in.“, E= 30,000 kips/in.2, and P=14 kips. Consider only flexural deformations.AВ6'7'-8'-PThe magnitude of the vertical component of displacement at Cis ocv=in.The magnitude of the vertical component of displacement at B is õBV=in.

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Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in. 14 kips. Consider only flexural deformations. |A B P The magnitude of the vertical component of displacement at Cis Ōcv= in. The magnitude of the vertical component of displacement at Bis õBV= in.

Compute the vertical displacement of joints B and C for the frame shown in the figure. Given: /= 360 in. 14 kips. Consider only flexural deformations. |A B P The magnitude of the vertical component of displacement at Cis Ōcv= in. The magnitude of the vertical component of displacement at Bis õBV= in.

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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