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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

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

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
It moves vertically
None of these
It rotates about its C.G.

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI/2
WI²/4
WI²/8

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Circle
Parabola
Straight line

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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
14 M
13 M

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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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