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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

T/M
2M/ T
M/T
2T/M

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

Horizontal thrust is wl2/8h
S.F. will be zero throughout
B.M. will be zero throughout
All of these

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

3p/a²
p/a²
4p/a²
2p/a²

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/2A
F/A

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
All of these
Consist of uniform thin strips
Are wound by applying a torque

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4WD²n/d4N
4W²D3n²/d4N
4W²D3n/d4N
4W²Dn/d4N

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