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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

Circle
Ellipse
Parabola
Straight line

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

4/7
3/7
1/7
2/7

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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
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/h
Wa/2h
2W/ha
2h/Wa

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

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

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
30 N
25 N
35 N

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