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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /16
3 /8
/16

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/4h
ωl²/16h
ωl²/12h

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Yield ratio
Plastic ratio
Hooke’s ratio

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its number of coils will increase
It is subjected to pure bending
All of these
Its mean diameter will decrease

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
WL/2AE
WL/AE
W²L/AE

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

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

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