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Theory of Structures

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

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

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

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

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Indeterminate beams
Compound beams
Composite beams

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
d4N/8D3n
4D3N/d4n
8D3N/d4n

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

St. Venant's theory
Rankine's theory
Haig'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
b³h/12
b²h/12
bh²/12

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