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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

11
16
15
14

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
p/a²
3p/a²
4p/a²

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
/16
3 /16
2 /15

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d 3
Depth d 1/M
Depth d M

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/2
1/4
2
1

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

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

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