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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N
4W²D3n/d4N
WD3n/d4N
8WD3n/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

2 mm
4 mm
5 mm
3 mm

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1
1½
½
2

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
None of these
Product of moment of inertia is zero
Sum of moment of inertia is zero

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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 simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
(L/3d)²
L/d
L/2d

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