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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
16
15
14

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
2F/3A
F/2A
3F/2A

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum tensile stress at the section
Depth of the neutral axis
Depth of the section
Maximum compressive stress at the section

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

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

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

2.34
1.34
2.5
1.5

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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
L/2

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