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Theory of Structures

Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/3
L/4
L/2

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
15
14
11

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
l
L
2 L

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

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

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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

Parabola
Circle
Ellipse
Straight line

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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

WI²/4
WI²/8
WI²/12
WI/2

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