Consider the truss in Figure P9.34 without the applied loads. Determine the reactions and all bar forces for the truss if supports A and C settle by 0.25 in. Figure P9.34: E 100 kips 15' D 15' B A 20 20

Consider the truss in Figure P9.34 without the applied loads. Determine the reactions and all bar forces for the truss if supports A and C settle by 0.25 in. Figure P9.34: E 100 kips 15' D 15' B A 20 20

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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Consider the truss in Figure P9.34 without the applied loads. Determine the reactions and all bar
forces for the truss if supports A and C settle by 0.25 in.
Figure P9.34:
E
100 kips
15'
15'
20
20'-
Given E= 29,000 ksi and member AB, BC, AD and
2
DC have A= 3 in., and member BD, DE, and CE
have A = 1 in.
%3D

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