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Theory of Structures

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

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

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
4p/a²
p/a²
3p/a²

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
b³h/12
b²h/12
bh³/12

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

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
½
1½
1

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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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