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THEORY OF STRUCTURES

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

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

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

b²h/12
bh³/12
b³h/12
bh²/12

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Theory of Structures
The assumption in the theory of bending of beams is:

Young’s modulus is same in tension as well as in compression
Material is homogeneous
Material is isotropic
All of these

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

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

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1 cm
1.5 cm
2 cm
2.5 cm

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