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

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

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
Method of joints
All of these
Graphical method

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

1.7
1.5
1.2
1.3

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

L
L/2
2 L
l

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

St. Venant's theory
Von Mises' theory
Rankine's theory
Guest's or Trecas' theory

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