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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are hinged
One end is fixed and other end is hinged
One end is fixed and other end is free
Both the ends are fixed

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
m = 2j – 3
j = 2m – 3
j = 3m – 2

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

2.5
1.5
2.34
1.34

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

60°
90°
30°
45°

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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
None of these
It regains its original shape on removal of the load

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