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Theory of Structures

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

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

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

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

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Ellipse
Circle
Straight line
Parabola

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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

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

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/4
L/2
L/3

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Consist of uniform thin strips
All of these
Are wound by applying a torque

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