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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
L
l
L/2

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

8WD3n/d4N
2WD3n/d4N
WD3n/d4N
4W²D3n/d4N

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Theory of Structures
Flat spiral springs

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

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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
4 mm
5 mm

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

2/3
1/2
1/4
1/3

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + f/G)]/A
[W (2 + g/f)]/A
[W (1 + f/ G)]/ A
(1 – g/f)/A

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