4. Compute the support reaction of the given frame. 25 kN/m 4 m 150 kN 4 m E 6 m 10 m- The support reaction at B is a. 85.93 kN b. 244.07KN c. 210.50 kN d. 190.30 kN The horizontal support reaction at A is a. 35.80 kN + b. 44.07kN c. 240kN d. 250kN The vertical support reaction at A is b. 85.93k b. 110.50kN c. 80.50kN d. 97.70kN

4. Compute the support reaction of the given frame. 25 kN/m 4 m 150 kN 4 m E 6 m 10 m- The support reaction at B is a. 85.93 kN b. 244.07KN c. 210.50 kN d. 190.30 kN The horizontal support reaction at A is a. 35.80 kN + b. 44.07kN c. 240kN d. 250kN The vertical support reaction at A is b. 85.93k b. 110.50kN c. 80.50kN d. 97.70kN

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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