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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.20 to 1.30
1.40 to 1.50
1.10 to 1.20

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

1/2
1/8
1/3
1/4

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Straight line formula
Parabolic formula
Rankine
Perry

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

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

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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)

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
An isolated load at mid span

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
Graphical method
All of these
Method of joints

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