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Theory of Structures

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

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M
Width b M 2
Width b 3 M
Width b 1/M

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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/8
1/10
1/12

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = h/l² × (1 – x )
y = 4h/l² × (1 – x)
y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)

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

Point of application
All of these
Direction
Magnitude

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