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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1
2
½
1½

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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)

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

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/EI
ML/2EI
ML²/2EI

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the volume
Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure
All of these

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
None of these
It does not regain its original shape at all

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL3/2EI
WL²/2EI
WL²/3EI

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