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Theory of Structures

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Von Mises
Guest or Trecas
St. Venant
Rankine

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

None of these
An isolated load at mid span
A load varying linearly from zero at one end to w at the other end
A uniformly distributed load w/unit length

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Both A. and B.
Modulus of Rigidity
Modulus of Elasticity

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = R/E = F/Y
M/I = E/R = F/Y
I/M = R/E = F/Y
M/I = E/R = Y/F

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
2/3
4/3
4/7

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