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Theory of Structures

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 deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/8EL
WL3/48EL
WL3/24EL
WL3/3EL

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape partially on removal of the load
It does not regain its original shape at all
It regains its original shape on removal of the load
None of these

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
B²D/6
BD³/6

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Theory of Structures
Gradually applied static loads do not change with time their

Direction
Point of application
All of these
Magnitude

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars intersecting at a point
Two bars
Three bars
three parallel bars

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