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Theory of Structures

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

Circle
Parabola
Ellipse
Straight line

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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 tensile stress at the section
Maximum compressive stress at the section

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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

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

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d M
Depth d
Depth d 3

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum shear stress = 16 T/πd³
Neither A nor B
Maximum bending stress = 32M/πd³
Both A and B

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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

2p/a²
3p/a²
p/a²
4p/a²

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