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Theory of Structures

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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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,

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
M = 0
All of these
V = 0

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Hooke’s ratio
Plastic ratio
Poisson’s ratio

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

75 N/m²
75000 N/m²
750 N/m²
7500 N/m²

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its number of coils will increase
Its mean diameter will decrease
It is subjected to pure bending
All of these

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