Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k)
3.6 klf
Problem 11.9
A
*1 = 3000 in.4
20 ft
B
I = 1000 in.4 C
20 ft
Transcribed Image Text:11.7 Problems for Solution
Section 11.1
For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The
force method (i.e., method of consistent distortions) is to be used.
De Onload D
n
***
-)
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