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Theory of Structures

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

2.5
1.34
1.5
2.34

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/sec
/60 Newton metres/min
/30 Newton metres/min
/60 Newton metres/sec

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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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Theory of Structures
Principal planes are subjected to

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

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Behaves in an elastic manner
Undergoes plastic deformation
Obeys Hooke’s law

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003
0.001
0.002
0.0025

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