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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
It moves horizontally
It moves vertically
None of these

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/12) A
(1/3) A
(1/18) A
(1/6) A

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

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

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

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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
bh²/12
b²h/12
b³h/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/AE
WL/AE
WL/2AE
W²L/2AE

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