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Theory of Structures

Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
4.0 mm
5.5 mm
4.5 mm

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span
At the crown
Anywhere in the rib
None of these

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof stress
Proof resilience
Proof load

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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

WL/AE
W²L/2AE
WL/2AE
W²L/AE

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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,

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

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Theory of Structures
Flat spiral springs

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

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