MOMENT AREA METHOD OF STRUCTURAL ANALYSIS:
Theorem – I
The change in slope between tangents drawn to the elastic curve at any two points A and B is equal to the product of
Theorem – II
The deviation of any point B relative to a tangent drawn to the elastic curve at any other point A, in a direction perpendicular to the original position of the beam, is equal to the product of
Fig.1
This method is useful for finding slope and deflection at a specified position.
Example: