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Theory of Structures

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

1.5
2.5
1.34
2.34

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]
BD³ + mbd³)/6D]

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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

45°
90°
60°
30°

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
All of these
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Composite beam gets subjected to a couple
Steel experiences tensile force
All of these

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

Straight line
Hyperbola
Circle
Parabola

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