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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

2
1½
1
½

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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

294 MN
274 MN
264 MN
284 MN

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.404
0.707
0.505

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

It is subjected to pure bending
Its number of coils will increase
Its mean diameter will decrease
All of these

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/6D]
BD² + mbd²)/4D]

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