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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa²/2l
wl/a
wa/l
wa/2l

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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

Ellipse
Parabola
Circle
Straight line

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
1.5
1.25
2.5

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Theory of Structures
The stiffness of the close coil helical spring is

4D3N/d4n
d4N/8D3n
8D3N/d4n
d4N/4D3n

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Theory of Structures
Principal planes are subjected to

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

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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

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

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