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Theory of Structures

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

L/2
L
S
2L

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/2
1/4
1/8

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

St. Venant's theory
Haig's theory
Rankine's theory
Guest's or Trecas' theory

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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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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

4.25 cm
3.00 cm
3.50 cm
2.75 cm

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.508
0.307
0.407
0.207

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