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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

T/M
2M/ T
M/T
2T/M

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
1
½
2

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

p/a²
3p/a²
2p/a²
4p/a²

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis
Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the section

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Straight line
Circle
Hyperbola

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

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

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