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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
14
11
16

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is free
One end is fixed and other end is hinged
Both the ends are fixed
Both the ends are hinged

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Theory of Structures
Flat spiral springs

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

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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

1½
2
1
½

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

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

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