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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
3F/2A
F/A
F/2A

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

Haig’s theory
Guest’s or Trecas’ theory
St. Venant’s theory
Rankine’s theory

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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

1/4
2
1/2
1

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.707
0.303
0.404
0.505

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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

60°
45°
30°
90°

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

11
16
14
15

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