Sunday, 18 December 2022

Definition of bending moment, shear force and Sign conventions

 

Definition of bending moment, shear force and Sign conventions


Definition:

Shear force: The force which tends to shear off the section and is obtained as the algebraic sum of all forces including the reactions acting normally to the axis of the beam either to the left or right of the beam.

Sign convention

Positive Shear Force
 Negative Shear Force

Sign convention for shear force in brief

Direction
Positive SF
Negative SF
Left side
Upward force
Downward force
Right side
Downward force
Upward force


Bending moment: The algebraic sum of all the moments of the forces and reactions in a 
beam towards either the left side or right side of the support is known as the bending moment.

Types of bending moment:

Sagging bending moment: The moment about the point which produces convexity below the centre
 line is called as sagging bending moment. It is also called a positive bending moment.


Consider the simply supported beam with central concentrated load “F”. The moment due to the 
force F produces a deflection in the downward direction which in turn results in the formation of 
sagging bending moment.

Hogging bending moment: The moment about the point which produces convexity above the centre
 line is called as hogging bending moment. It is also called a negative bending moment.
Consider the simply supported beam with central concentrated load “F”. The moment due
 to the force, F produces a deflection in the upward direction which in turn results in the formation of a hogging bending moment.

Differences between sagging and hogging bending moment

Sagging bending moment
Hogging bending moment
The moment about the point which produces convexity below the centre line is called a sagging bending moment.
The moment about the point which produces convexity above the centre line is called a
 hogging bending moment.
 
 
It is also termed a positive bending moment
It is also termed a negative bending moment
The top fibres of the beam are subjected to compression.
The top fibres of the beam are subjected to tension.
The bottom fibres of the beam are subjected to tension.
The bottom fibres of the beam are subjected to compression.

Sign conventions for bending moments

Direction
Positive BM
Negative BM
Left side
Clockwise
Anti Clockwise
Right side
Anti Clockwise
Clockwise

Er. SP.ASWINPALANIAPPAN., M.E.,(Strut/.,)
Structural Engineer

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