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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.40 to 1.50
1.30 to 1.40
1.20 to 1.30

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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

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

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n/d4N
4W²D3n²/d4N
4W²Dn/d4N
4WD²n/d4N

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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

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

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

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

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Theory of Structures
Principal planes are subjected to

Normal stresses only
None of these
Tangential stresses only
Normal stresses as well as tangential stresses

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