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Theory of Structures

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

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

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.2
1.3
1.7
1.5

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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

p/a²
3p/a²
4p/a²
2p/a²

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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
7500 N/m²
750 N/m²

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 4h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 3h/l² × (1 – x)
y = h/l² × (1 – x )

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
2L
S

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