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P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k) 3.6 klf A *1 = 3000 in.4 20 ft- B DQ I= 1000 in.4 C 20 ft

P11.9 Select Roy as the redundant. (Ans: Rcy = 6.3 k) 3.6 klf A *1 = 3000 in.4 20 ft- B DQ I= 1000 in.4 C 20 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 5P
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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: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
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 *** -)
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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