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Theory of Structures

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

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

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

200/EIc
100/EIc
150/EIc
50/EIc

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

90°
45°
30°
60°

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Theory of Structures
Flat spiral springs

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

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

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

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1
2.5
1.25

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