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Theory of Structures

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

Stiffness
Proof load
Proof resilience
Proof stress

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
3 mm
4 mm
5 mm

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
b²h/12
b³h/12
bh³/12

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/12
BD³/6
B²D/6
BD²/6

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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)

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

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

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

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