The beam is having a fixed support in one end, and 2 roller support 3mand 7m from the fixed support, respectively. Solve the following:50kN25kN/m3m2m2mi.What is the reaction at B?a. 43.50kNc. 76.19kNb. 32.69kNd. 66.23kNii.What is the reaction at C?c. 17.31kNd. 16.12kNa. 14.77KNb. 18.22kNiii.What is the moment reaction at A?a. 12.75kN-mc. 15.12kN-mb. 23.12kN-md. 8.44kN-m

The structure is statically indeterminate. Using moment distribution method the end moments can be…

am is having a fixed support in one end, and 2 roller support 3m a from the fixed support, respectively. Solve the following: 50kN 25KN/m 3m 2m 2m at is the reaction at B? 50kN c. 76.19kN 69kN d. 66.23kN at is the reaction at C? 77KN с. 17.31KN 22kN d. 16.12kN nat is the moment reaction at A? c. 15.12KN-m d. 8.44kN-m 75KN-m 12KN-m

am is having a fixed support in one end, and 2 roller support 3m a from the fixed support, respectively. Solve the following: 50kN 25KN/m 3m 2m 2m at is the reaction at B? 50kN c. 76.19kN 69kN d. 66.23kN at is the reaction at C? 77KN с. 17.31KN 22kN d. 16.12kN nat is the moment reaction at A? c. 15.12KN-m d. 8.44kN-m 75KN-m 12KN-m

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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