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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
In plastic analysis, the shape factor for a circular section, is

1.3
1.5
1.7
1.2

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

2/3
3/2
8/5
5/8

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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

Circle
Ellipse
Parabola
Straight line

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof load
Stiffness
Proof resilience
Proof stress

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 3 M
Width b M
Width b M 2
Width b 1/M

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