For the structure and loading shown below, find the lateral deflection at the top. Use E = 29,000 ksi and I = 250 in4 for all members. Note that in frames, we neglect axial deformation, so you can calculate the deflection at either of the upper corners; the answer will be the same.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the structure and loading shown below, find the lateral deflection at the top. Use E = 29,000
ksi and I = 250 in4 for all members. Note that in frames, we neglect axial deformation, so you
can calculate the deflection at either of the upper corners; the answer will be the same.
%3D
20
8K
10!
Transcribed Image Text:For the structure and loading shown below, find the lateral deflection at the top. Use E = 29,000 ksi and I = 250 in4 for all members. Note that in frames, we neglect axial deformation, so you can calculate the deflection at either of the upper corners; the answer will be the same. %3D 20 8K 10!
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