the circular bar 20m in diameter is bent into a semicircle with a mean radius of 600mm. givern P=1462N and F=800 N. 1. compute the vertical reaction at A in kN a. 886 b. 712 c. 933 d. 1232 2. compute the axial force in section a-a in kN. e. 400 f. 1266 g. 731 h. 693 3. compute the bending moment in N-m in section a-a. i. 284 j. 187 k. 667 l. 348

the circular bar 20m in diameter is bent into a semicircle with a mean radius of 600mm. givern P=1462N and F=800 N. 1. compute the vertical reaction at A in kN a. 886 b. 712 c. 933 d. 1232 2. compute the axial force in section a-a in kN. e. 400 f. 1266 g. 731 h. 693 3. compute the bending moment in N-m in section a-a. i. 284 j. 187 k. 667 l. 348

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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