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Theory of Structures

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

1.34
2.5
2.34
1.5

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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,

14 M
16 m
13 M
15 M

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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
4/7
3/7
1/7

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of joints
Method of sections
All of these

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

200/EIc
150/EIc
50/EIc
100/EIc

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M
Width b 3 M
Width b 1/M
Width b M 2

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