1. Derive a relation for the shear stress developed in a shaft, when it is subjected to torsion.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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1.
Derive a relation for the shear stress developed in a shaft, when it is subjected to torsion.
2. State the assumptions made in deriving a bending formula.
C
Torsional and Bending Stresses in Machine Parts
▪ 179
3. Prove the relation: M/I= G/y= E/R
where M = Bending moment; I= Moment of inertia; o = Bending stress in a fibre at a distance y from
the neutral axis; E = Young's modulus; and R = Radius of curvature.
4. Write the relations used for maximum stress when a machine member is subjected to tensile or com-
pressive stresses along with shearing stresses.
5. Write short note on maximum shear stress theory verses maximum strain energy theory.
6. Distinguish clearly between direct stress and bending stress.
7. What is meant by eccentric loading and eccentricity?
8. Obtain a relation for the maximum and minimum stresses at the base of a symmetrical column,
when it is subjected to
(a) an eccentric load about one axis, and (b) an eccentric load about two axes.
Transcribed Image Text:1. Derive a relation for the shear stress developed in a shaft, when it is subjected to torsion. 2. State the assumptions made in deriving a bending formula. C Torsional and Bending Stresses in Machine Parts ▪ 179 3. Prove the relation: M/I= G/y= E/R where M = Bending moment; I= Moment of inertia; o = Bending stress in a fibre at a distance y from the neutral axis; E = Young's modulus; and R = Radius of curvature. 4. Write the relations used for maximum stress when a machine member is subjected to tensile or com- pressive stresses along with shearing stresses. 5. Write short note on maximum shear stress theory verses maximum strain energy theory. 6. Distinguish clearly between direct stress and bending stress. 7. What is meant by eccentric loading and eccentricity? 8. Obtain a relation for the maximum and minimum stresses at the base of a symmetrical column, when it is subjected to (a) an eccentric load about one axis, and (b) an eccentric load about two axes.
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