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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

Guest or Trecas
St. Venant
Rankine
Von Mises

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
2 L
l
L/2

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Theory of Structures
The vertical reaction for the arch is

wa²/2l
wa/2l
wl/a
wa/l

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Modulus of rigidity
Length of the shaft
Angle of twist
Radius of the shaft

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
Sum of moment of inertia is zero
Product of moment of inertia is zero
None of these

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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
A load varying linearly from zero at one end to w at the other end
An isolated load at mid span
A uniformly distributed load w/unit length

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