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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

16
15
11
14

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

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

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²Dn/d4N
4WD²n/d4N
4W²D3n/d4N

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.001
0.003
0.002
0.0025

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.20 to 1.30
1.40 to 1.50
1.10 to 1.20
1.30 to 1.40

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

An isolated load at mid span
None of these
A load varying linearly from zero at one end to w at the other end
A uniformly distributed load w/unit length

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