SFD BMD for a Cantilever Beam with UDL
When a cantilever beam is subjected to a uniformly distributed load, it is necessary to understand how the system responds to the load distribution. Using the shear force and bending moments of a beam, the system's response was tested to determine how well it worked. The shear force and bending moment were first calculated for a specific part of the beam, and then the beam was lengthened by applying boundary constraints to the entire structure. Finally, I've drawn the shear force and bending moment diagrams on the graph paper.