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Theory of Structures

Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = S – F
Q = F – S
Q = S × F

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure
All of these
Is directly proportional to the volume

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa/27
wa²/27
wa²
w²a

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

11
14
16
15

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

Von Mises' theory
St. Venant's theory
Rankine's theory
Guest's or Trecas' theory

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
2
1/4
1/2

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