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Theory of Structures

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 yield moment of a cross section is defined as the moment that will just produce the yield stress in

The outer most fibre of the section
The neutral fibre of the section
The fibre everywhere
The inner most fibre of the section

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/sec
/30 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/min

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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

Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the neutral axis
Depth of the section

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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

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

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

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