P11.25. Due to a construction error, the support at Dhas been constructed 0.6 in. to the left of column BD.Using moment distribution, determine the reactions thatare created when the frame is connected to the supportand the uniform load is applied to member BC. Draw theshear and moment curves and sketch the deflected shape.E = 29,000 kips/in. and I = 240 in. for all members.1.²A0.6"-18'-+P11.25B2 kips/ft12'-12'rCh

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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