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Theory of Structures

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

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

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/7
4/3
3/2
2/3

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b M
Width b 1/M
Width b 3 M

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

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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

14
15
16
11

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
bh²/12
b³h/12
b²h/12

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