W= 36 KN /m [3 8 m 4 m I= 0.0004 m, E= 2x10 For All members. Support "C" settles down by 8 mm. 1. Analyze the Frame by using Slope Deflection Method At the end of the calculations, For the Diagrams; Draw only the Moment Diagram Question 2 P= 56 KN W= 25 KN/m 3 m 2 m Determine the reactions at the supports A, and B. Use the Force Method and Select the reaction at the roller at B as the redundant. Draw S.F.D and B.M.D for the whole Beam |= 0.0004 m4 , E= 2x108 KN/m2. P= 32 KN 2 m 2m

W= 36 KN /m [3 8 m 4 m I= 0.0004 m, E= 2x10 For All members. Support "C" settles down by 8 mm. 1. Analyze the Frame by using Slope Deflection Method At the end of the calculations, For the Diagrams; Draw only the Moment Diagram Question 2 P= 56 KN W= 25 KN/m 3 m 2 m Determine the reactions at the supports A, and B. Use the Force Method and Select the reaction at the roller at B as the redundant. Draw S.F.D and B.M.D for the whole Beam |= 0.0004 m4 , E= 2x108 KN/m2. P= 32 KN 2 m 2m

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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