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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /16
/16
3 /8

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

1.3
1.5
1.2
1.7

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Indeterminate beams
Compound beams
Composite beams

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.50 cm
4.25 cm
3.00 cm
2.75 cm

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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 parallel bars
Three bars intersecting at a point

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

16 m
15 M
13 M
14 M

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