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Theory of Structures

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

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

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Theory of Structures
The point of contraflexure is the point where

M. is maximum
M. changes sign
S.F. is zero
M. is minimum

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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

WI/2
WI²/8
WI²/12
WI²/4

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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

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

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

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

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
L/2d
(L/3d)²
L/d

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