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For the steel truss (E=29 × 106 psi) and loading shown, determine the deformations of members AB and AD, knowing that their cross- sectional areas are 4.0 in2 and 2.8 in2, respectively. It is given that P= 50 kips. P A B 8 ft D C -13 ft- -13 ft- The deformation of member AB is - in. The deformation of member AD is in.

For the steel truss (E=29 × 106 psi) and loading shown, determine the deformations of members AB and AD, knowing that their cross- sectional areas are 4.0 in2 and 2.8 in2, respectively. It is given that P= 50 kips. P A B 8 ft D C -13 ft- -13 ft- The deformation of member AB is - in. The deformation of member AD is in.

Structural Analysis
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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For the steel truss (E=29 × 106 psi) and loading shown, determine the deformations of members AB and AD, knowing that their cross- sectional areas are 4.0 in2 and 2.8 in2, respectively. It is given that P= 50 kips. P A B 8 ft D C -13 ft- -13 ft- The deformation of member AB is - in. The deformation of member AD is in.
Transcribed Image Text:For the steel truss (E=29 × 106 psi) and loading shown, determine the deformations of members AB and AD, knowing that their cross- sectional areas are 4.0 in2 and 2.8 in2, respectively. It is given that P= 50 kips. P A B 8 ft D C -13 ft- -13 ft- The deformation of member AB is - in. The deformation of member AD is in.
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