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Theory of Structures

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

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

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
3
1
4

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars
Three bars intersecting at a point
three parallel bars

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Theory of Structures
Flat spiral springs

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

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
2 L
L
L/2

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
4.0 mm
4.5 mm
5.0 mm

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