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Theory of Structures

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

Circle
Parabola
Straight line
Hyperbola

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/4
2/3
1/3
1/2

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

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/4
L/2
L/5

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Angle of twist
Moment of inertia of the shaft section
Modulus of rigidity
Reciprocal of the length of the shaft

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Both A. and B.
Shear Modulus
Modulus of Elasticity
Modulus of Rigidity

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