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

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Both A and B
Neither A nor B
Maximum shear stress = 16 T/πd³
Maximum bending stress = 32M/πd³

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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

1/4
1/2
2
1

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

B.M. will be zero throughout
S.F. will be zero throughout
All of these
Horizontal thrust is wl2/8h

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
L
2L
L

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/min
/30 Newton metres/sec
/60 Newton metres/min
/60 Newton metres/sec

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