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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d M
Depth d 3
Depth d

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/8
1/12
1/16

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/3) A
(1/12) A
(1/18) A

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
Point of application
Direction
All of these

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
Its number of coils will increase
All of these
It is subjected to pure bending

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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
5/8
3/2
8/5

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