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Theory of Structures

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

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

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
It moves vertically
None of these
It rotates about its C.G.

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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
7500 N/m²
75000 N/m²
750 N/m²

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
WL/AE
W²L/AE
W²L/2AE

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

8/5
3/2
5/8
2/3

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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

½
1
1½
2

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