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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Direction
All of these
Magnitude

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

2 : 1½ : 1
None of these
1 : 1½ : 2
1 : 1 : 2

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2h/Wa
Wa/h
Wa/2h
2W/ha

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

120 N/mm²
100 N/mm 2
80 N/mm²
150 N/mm²

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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
0.407
0.207
0.307

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Two bars
three parallel bars
Three bars intersecting at a point

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