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Theory of Structures

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

1
½
2
1½

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

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

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

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

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

274 MN
264 MN
284 MN
294 MN

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

An isolated load at mid span
A uniformly distributed load w/unit length
None of these
A load varying linearly from zero at one end to w at the other end

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Circle
Straight line
Ellipse
Parabola

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