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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Direction
All of these
Magnitude

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
1.25
1.5
2.5

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
bh³/12
b²h/12
b³h/12

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

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

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

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

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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)

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

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