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Theory of Structures

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

2 /15
3 /8
3 /16
/16

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

bh²/12
b²h/12
bh³/12
b³h/12

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Poisson’s ratio
Hooke’s ratio
Yield ratio

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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

0.002
0.001
0.0025
0.003

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

E = 2N (1 + 1/m)
All of these
(3/2)K (1 – 2/m) = N (1 + 1/m)
E = 3K (1 – 2/m)

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Parabola
Circle
Ellipse

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