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P11.25. Due to a construction error, the support at D has been constructed 0.6 in. to the left of column BD. Using moment distribution, determine the reactions that are created when the frame is connected to the s and the uniform load is applied to member BC. Draw the shear and moment curves and sketch the deflected shape. E = 29,000 kips/in.² and I = 240 in. for all members. support 0.6"- 18'- P11.25 B 2 kips/ft -12'- 12' r

P11.25. Due to a construction error, the support at D has been constructed 0.6 in. to the left of column BD. Using moment distribution, determine the reactions that are created when the frame is connected to the s and the uniform load is applied to member BC. Draw the shear and moment curves and sketch the deflected shape. E = 29,000 kips/in.² and I = 240 in. for all members. support 0.6"- 18'- P11.25 B 2 kips/ft -12'- 12' r

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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P11.25. Due to a construction error, the support at D has been constructed 0.6 in. to the left of column BD. Using moment distribution, determine the reactions that are created when the frame is connected to the support and the uniform load is applied to member BC. Draw the shear and moment curves and sketch the deflected shape. E = 29,000 kips/in. and I = 240 in. for all members. 1.² A 0.6"- 18'- + P11.25 B 2 kips/ft 12'- 12' r C h
Transcribed Image Text:P11.25. Due to a construction error, the support at D has been constructed 0.6 in. to the left of column BD. Using moment distribution, determine the reactions that are created when the frame is connected to the support and the uniform load is applied to member BC. Draw the shear and moment curves and sketch the deflected shape. E = 29,000 kips/in. and I = 240 in. for all members. 1.² A 0.6"- 18'- + P11.25 B 2 kips/ft 12'- 12' r C h
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