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Theory of Structures

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

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

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

Haig's theory
Rankine's theory
St. Venant's theory
Guest's or Trecas' theory

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/AE
W²L/2AE
WL/AE
WL/2AE

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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

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

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
8WD3n/d4N
4W²D3n/d4N
2WD3n/d4N

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Hooke’s ratio
Plastic ratio
Poisson’s ratio

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