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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Circle
Parabola
Straight line
Hyperbola

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d M
Depth d 1/M
Depth d 3

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

90°
45°
30°
60°

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Stiffness
Proof resilience
Proof load

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

1.6
1.7
1.5
1.4

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Angle of twist
Reciprocal of the length of the shaft
Moment of inertia of the shaft section
Modulus of rigidity

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