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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

2/7
3/7
1/7
4/7

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

1.4
1.7
1.5
1.6

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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

2L
L
L/2
L

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

2
3
1
1.5

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
4/7
4/3
2/3

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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

75000 N/m²
75 N/m²
750 N/m²
7500 N/m²

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