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Theory of Structures

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

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

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Theory of Structures
The stiffness of the close coil helical spring is

4D3N/d4n
d4N/4D3n
d4N/8D3n
8D3N/d4n

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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

3 mm
4 mm
2 mm
5 mm

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/2EI
WL²/3EI
WL3/3EI
WL3/2EI

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa/l
wa²/2l
wl/a

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Theory of Structures
Principal planes are subjected to

None of these
Normal stresses as well as tangential stresses
Tangential stresses only
Normal stresses only

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