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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
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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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

1nto a semi and F= 8ee N. 30 60° reaction
Transcribed Image Text:1nto a semi and F= 8ee N. 30 60° reaction
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