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Theory of Structures

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

Proof stress
Stiffness
Proof load
Proof resilience

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el²/3d²
e²l²/3d²
ee²l/3d²
el/2d

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Theory of Structures
A body is said to be in equilibrium if

None of these
It rotates about its C.G.
It moves vertically
It moves horizontally

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is free
Both the ends are fixed
One end is fixed and other end is hinged
Both the ends are hinged

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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

2p/a²
p/a²
4p/a²
3p/a²

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD² + mbd²)/4D]
BD² + mbd²)/6D]
BD³ + mbd³)/6D]

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