P8.9. When the 20-kip load is applied to joint B of the truss in Figure P8.9, support A settles vertically downward in. and displaces in. horizontally to the right. Determine the vertical displacement of joint B due to all effects. The area of all bars = 2 in.², and E = 30,000 kips/in.². hinge E B C 20 kips 10' 10+ 10' D 10'-

P8.9. When the 20-kip load is applied to joint B of the truss in Figure P8.9, support A settles vertically downward in. and displaces in. horizontally to the right. Determine the vertical displacement of joint B due to all effects. The area of all bars = 2 in.², and E = 30,000 kips/in.². hinge E B C 20 kips 10' 10+ 10' D 10'-

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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