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THEORY OF STRUCTURES

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

750 N/m²
7500 N/m²
75 N/m²
75000 N/m²

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

L
l
L/2
2 L

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

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

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

1.34
2.5
1.5
2.34

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Theory of Structures
Principal planes are subjected to

Normal stresses only
None of these
Normal stresses as well as tangential stresses
Tangential stresses only

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