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Analyze the beam of Problem 11.1, which is subjected to the 3. indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. %3D (Ans: RBy = 98.96 k) %3D %3D

Analyze the beam of Problem 11.1, which is subjected to the 3. indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. %3D (Ans: RBy = 98.96 k) %3D %3D

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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Question

I need 11.23. Ignore 11.24.

11.7 Problems for Solution ting moment 11.7 Pro lements at A A, B, and C. P11.6 Se 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. splacement %3D Select RBy as the redundant. (Ans: RBy = 103.1 k) P11.1 P11.7 90 k 60k C. B A -10 ft- -10 ft E 10 ft 10 ft Problem 11.1 lont
Transcribed Image Text:11.7 Problems for Solution ting moment 11.7 Pro lements at A A, B, and C. P11.6 Se 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. splacement %3D Select RBy as the redundant. (Ans: RBy = 103.1 k) P11.1 P11.7 90 k 60k C. B A -10 ft- -10 ft E 10 ft 10 ft Problem 11.1 lont
Select RAy and Rpy as the redundants. middle portion rela for the entire lengt to be 1000 in, and conclusion can yo the beams P11.22 1.5 klf 1.5 klf The force B - 15 ft- 15 ft 15 ft 15 ft - P11.32 Model the beam 42.59 k, E = 1900 ksi ar %3D Problem 11.22 beam when the suring from po 25 ft, 35 ft, 45 Section 11.4 versus the reac For Problems 11.23 through 11.30, compute the reactions for the beams and frames. The force method (i.e., method of consistent distortions) is does the locati You can quic node at B an EDIT pull-dc to be used. Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. (Ans: RBy = 98.96 k) P11.23 P11.33 Model the %3D SAP2000. S flection at E Analyze the beam of Problem 11.1 with the loads removed but if support B settles 1.5 in. E = 4000 ksi and I = 1200 in“. same exar P11.24 at B? Fina %3D %3D to the rea with the re P11.25 Repeat Problem 11.24 but with support C settling 1.5 in. in- conclusic %3D stead of support B. E = 4000 ksi and I = 1200 in*. (Ans: %3D and redur RBy= 1.56 k) %3D PI1.26 Repeat Problem 11.24, only all three supports settle the fol- P11.34 Use SA E=29 A= 40 in.., B = 2.0 in., and C = 3.5 in. Baction uing omounts
Transcribed Image Text:Select RAy and Rpy as the redundants. middle portion rela for the entire lengt to be 1000 in, and conclusion can yo the beams P11.22 1.5 klf 1.5 klf The force B - 15 ft- 15 ft 15 ft 15 ft - P11.32 Model the beam 42.59 k, E = 1900 ksi ar %3D Problem 11.22 beam when the suring from po 25 ft, 35 ft, 45 Section 11.4 versus the reac For Problems 11.23 through 11.30, compute the reactions for the beams and frames. The force method (i.e., method of consistent distortions) is does the locati You can quic node at B an EDIT pull-dc to be used. Analyze the beam of Problem 11.1, which is subjected to the indicated loads if support B settles 2.0 in. E = 4000 ksi and I = 1200 in*. (Ans: RBy = 98.96 k) P11.23 P11.33 Model the %3D SAP2000. S flection at E Analyze the beam of Problem 11.1 with the loads removed but if support B settles 1.5 in. E = 4000 ksi and I = 1200 in“. same exar P11.24 at B? Fina %3D %3D to the rea with the re P11.25 Repeat Problem 11.24 but with support C settling 1.5 in. in- conclusic %3D stead of support B. E = 4000 ksi and I = 1200 in*. (Ans: %3D and redur RBy= 1.56 k) %3D PI1.26 Repeat Problem 11.24, only all three supports settle the fol- P11.34 Use SA E=29 A= 40 in.., B = 2.0 in., and C = 3.5 in. Baction uing omounts
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