The answers are: 1. 8662. 1873. 238 Please show your solution. The circular bar 20 mm in diameter shown in the figure is bentinto a semicircle with a mean radius of 600 mm.Given P = 1462 Nand F = 800 N.FaPaA30°60°B1)Compute the horizontal reaction at A in kN.А. 866В. 711C. 933D. 12322)Compute the bending moment in N-m in section a-a.E. 2843)F. 187667G.Н. 348Compute the maximum bending stress in section a-a in MPa.I. 238J. 162К. 331L. 510

This question is related to the Strength of Material or Structure Analysis. In this question we…

The circular bar 20 mm in diameter shown in the figure is bent into a semicircle with a mean radius of 600 mm. Given P = 1462 N and F = 800 N. F a a A 30° 60° 1) Compute the horizontal reaction at A in kN. A. 866 B. 711 С. 933 D. 1232 Compute the bending moment in N-m in section a-a. E. 284 2) F. 187 G. 667 Н. 348 Compute the maximum bending stress in section a-a in MPa. I. 238 3) J. 162 К. 331 L. 510

The circular bar 20 mm in diameter shown in the figure is bent into a semicircle with a mean radius of 600 mm. Given P = 1462 N and F = 800 N. F a a A 30° 60° 1) Compute the horizontal reaction at A in kN. A. 866 B. 711 С. 933 D. 1232 Compute the bending moment in N-m in section a-a. E. 284 2) F. 187 G. 667 Н. 348 Compute the maximum bending stress in section a-a in MPa. I. 238 3) J. 162 К. 331 L. 510

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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Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

The answers are:

1. 866

2. 187

3. 238

Please show your solution.

The circular bar 20 mm in diameter shown in the figure is bent
into a semicircle with a mean radius of 600 mm.
Given P = 1462 N
and F = 800 N.
F
a
P
a
A
30°
60°
B
1)
Compute the horizontal reaction at A in kN.
А. 866
В. 711
C. 933
D. 1232
2)
Compute the bending moment in N-m in section a-a.
E. 284
3)
F. 187
667
G.
Н. 348
Compute the maximum bending stress in section a-a in MPa.
I. 238
J. 162
К. 331
L. 510

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