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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.34
1.5
2.5
2.34

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

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

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

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

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
3w l at the fixed end
w l) at the fixed end
2w w l at the fixed end

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

1.125 cm³
3.125 cm³
4.125 cm²
2.125 cm³

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
L/2
l
2 L

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