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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI/2
WI²/8
WI²/4

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

bh³/12
b²h/12
b³h/12
bh²/12

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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/2AE
W²L/AE
WL/AE
WL/2AE

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

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

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

Horizontal thrust is wl2/8h
B.M. will be zero throughout
S.F. will be zero throughout
All of these

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Modulus of rigidity
Length of the shaft
Radius of the shaft

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