Internal forces of a member can be determined by creating an imaginary cut in a member, and then solving for the internal shear force, normal force, and bending moment (which, after the cut, become "external" forces that can be solved for).
To determine how the internal shear force and bending moment change throughout the member, shear force and bending moment diagrams are created. Shear force diagrams provide a graphical representation of the internal shear force within a member, and bending moment diagrams provide a graphical representation of the internal bending moment within a member.
Fig: IntForces.jpg
Internal shear force (V), internal normal force (N), and internal moment (M).
Sign Conventions
Fig: SignConventions.jpg
Sign conventions for internal forces and moments
General Procedure
Creating a shear force and bending moment diagram allows us to create a graphical representation of \( V \) and \( M \) as a function of the position along the beam, \( x \). Therefore when creating internal loading diagrams we are trying to write equations for \( V(x) \) and \( M(x) \).
Fig: DiagramProcedure
Taken from TAM 210 Lecture 22
Fig: IntLoadRecap
Taken from TAM 210 Lecture 23
General Rules
When there is an external concentrated force or moment, there will be a "jump" in the shear force or bending moment diagram