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Theory of Structures

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

bh²/12
b²h/12
bh³/12
b³h/12

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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/3d)²
L/2d
L/d
(L/2d)²

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
All of these
Steel experiences tensile force
Composite beam gets subjected to a couple

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Both A and B
Maximum shear stress = 16 T/πd³
Neither A nor B
Maximum bending stress = 32M/πd³

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Theory of Structures
Flat spiral springs

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

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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
2 mm
5 mm
4 mm

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