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Theory of Structures

Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Circle
Parabola
Ellipse

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
At one quarter span
None of these
Anywhere in the rib

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Von Mises
Guest or Trecas
St. Venant

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Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
2WD3n/d4N
8WD3n/d4N
WD3n/d4N

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
5.0 mm
4.0 mm
4.5 mm

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Neither A nor B
Maximum bending stress = 32M/πd³
Both A and B
Maximum shear stress = 16 T/πd³

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