x N B CO A P α 'R

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.22P
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Correct Answer is written below(preferably handwritten solution) . Detailed and complete fbd only please. I will upvote, thank you.

 7: The round bar AB in the figure is formed into a quartercircular arc of radius R that lies in the horizontal plane. The bar is built in at
B and carries the vertical force P at end A. Given: P = 3 kN, R = 900 mm and
α = 25°.
1. Calculate the bending moment (kN-m) acting at section C.
2. Calculate the torsional moment (kN-m) acting at section C.
3. If the allowable torsional stress is limited to 65 MPa, calculate the
required minimum diameter of the bar (mm).
ANSWERS: 1.14 kN-m; 0.25 kN-m; 60 mm

x
N
B
CO
A
P
α
'R
Transcribed Image Text:x N B CO A P α 'R
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