Diagrama de Corte e Momento Fletor: Resolução de Problemas

Start by drawing a free-body diagram of the entire beam, including all concentrated loads, distributed loads, and reaction forces at the supports. Apply equilibrium equations (sum of forces and moments equal zero) to determine the reaction forces. This foundation is essential before analyzing internal forces in different sections.

Shear force remains constant between concentrated loads and reaction forces, creating horizontal segments on the shear diagram. In sections with a distributed load, shear varies linearly with a constant slope. Understanding this relationship between the distributed load and shear helps predict diagram shape without calculating every point.

The area under the shear curve between two points equals the change in bending moment between those same points. This relationship allows you to calculate bending moments at various locations by integrating shear values. Starting from a known bending moment (typically zero at a free end), you can determine moments throughout the beam.

Divide the beam based on load distribution: create separate sections between concentrated loads, between concentrated loads and reaction forces, and within distributed load regions. Draw a free-body diagram for each section and apply equilibrium equations to calculate shear forces. This systematic approach ensures accurate internal force determination across the entire beam.

Connect known bending moment points with straight lines in regions where shear is constant, and parabolic curves in regions where shear varies linearly. The diagram shape reflects the underlying shear distribution: constant shear produces linear moment segments, while linear shear produces parabolic segments, creating a visual representation of internal moment distribution.

Sectioning isolates portions of the beam to reveal internal forces and moments at specific locations. By drawing free-body diagrams of each section and applying equilibrium equations, you can calculate shear and bending moment values that vary along the beam's length. This method transforms a complex problem into manageable steps for internal loadings structural members problem solving.

Concentrated loads create vertical jumps in the shear diagram at their points of application. The magnitude of each jump equals the load value, and the direction indicates whether the load acts upward or downward. Between concentrated loads, shear remains constant, producing horizontal segments that simplify diagram construction and interpretation.