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P11.23 Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 1.0 in. E= 4000 ksi and/= 1200 in 4. (Ans: Ray = 110.9 k) 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. P11.1 Select Rey as the redundant. (Ans: Ray = 113 k) A - 8 ft → 90 k 12 ft B -10 ft 90 k 10 ft

P11.23 Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 1.0 in. E= 4000 ksi and/= 1200 in 4. (Ans: Ray = 110.9 k) 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. P11.1 Select Rey as the redundant. (Ans: Ray = 113 k) A - 8 ft → 90 k 12 ft B -10 ft 90 k 10 ft

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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P11.23 Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 1.0 in. E = 4000 ksi and/= 1200 in 4. (Ans: Ray = 110.9 k) 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. P11.1 Select Rgy as the redundant. (Ans: Ray = 113 k) 90 k O A 8 ft 90 k 12 ft B * 10 ft 10 ft
Transcribed Image Text:P11.23 Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 1.0 in. E = 4000 ksi and/= 1200 in 4. (Ans: Ray = 110.9 k) 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. P11.1 Select Rgy as the redundant. (Ans: Ray = 113 k) 90 k O A 8 ft 90 k 12 ft B * 10 ft 10 ft
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