For a cantilever beam of length l carrying a concentrated load W at free end, the shear force and bending moment diagram will be
Rectangular and Triangular respectively
This explanation covers the Shear Force Diagram (SFD) and Bending Moment Diagram (BMD) for a common structural mechanics scenario: a cantilever beam subjected to a concentrated load at its free end.
A cantilever beam is fixed at one end and free at the other. In this case, the beam has a length denoted by l, and a concentrated load, W, is applied exactly at the free end.
To find the shear force at any point along the beam, imagine cutting the beam at a distance x from the free end and considering the forces acting on one side of the cut. For a cantilever beam with a load W at the free end, the shear force is constant throughout the beam's length.
A constant shear force value across the length is represented graphically as a Rectangular shape in the Shear Force Diagram (SFD).
The bending moment at any point is calculated by summing the moments of the forces about that point. For this cantilever beam:
A bending moment that varies linearly with distance is represented graphically as a Triangular shape in the Bending Moment Diagram (BMD). The moment is maximum at the fixed end.
Based on the analysis:
Therefore, the correct description is Rectangular and Triangular respectively.
A cantilever of length L carries a gradually (linearly) varying load from zero at its free end to w per unit length at the fixed end. The product of deflection and flexural rigidity at the free end is
If the shear force at a section of a simply supported beam is zero, the bending moment at the section is
Shear force at any point of the beam is the algebraic sum of
In case of a horizontal beam loaded under bending, the point of inflexion or contra flexure corresponds to a point on the beam, where