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Theory of Structures

Theory of Structures
Stress may be defined as

None of these
Force per unit area
Force per unit length
Force per unit volume

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Theory of Structures
The strain energy due to volumetric strain

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

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/4
WI²/12
WI²/8

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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
1½
2
½

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa/27
w²a
wa²
wa²/27

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

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