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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.5
1.5
1.34
2.34

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2 cm
1 cm
2.5 cm
1.5 cm

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Theory of Structures
Flat spiral springs

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

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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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa²
wa/27

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L/2
L
2L

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