Cargas distribuidas: Resolución de problemas

Divide the distributed load into smaller geometric regions, then calculate the magnitude of each resultant load by finding the area of each region. Add all individual resultant loads together to obtain the equivalent resultant load for the entire beam. This simplification allows you to replace the complex varying load with a single concentrated force.

The equivalent resultant load acts at a specific location determined using the principle of moments. Calculate the moment of each individual load about a reference point, sum these moments, then use the moment principle to find where the equivalent resultant load must act to produce the same total moment.

The centroid is the point where the mass or area of a region can be considered concentrated. Each individual resultant load acts at the centroid of its respective region. For triangular load regions, the centroid is located at one-third of the base length from the vertical side, making it essential for determining load positions.

The moment about a point equals the product of the force and its perpendicular distance from that point. For distributed loads, calculate the moment for each individual resultant load, then sum all moments to find the total moment. This total moment must equal the moment produced by the equivalent resultant load.

Dividing a distributed load into smaller regions simplifies the analysis by allowing you to consider each region separately and calculate its magnitude and position independently. This approach transforms a complex varying load into manageable geometric shapes, making calculations straightforward and reducing computational errors in beam analysis.

The moment principle states that the moment of the equivalent resultant load about a reference point equals the product of the equivalent resultant load and its distance from that point. By rearranging this equation and substituting known values, you can solve for the unknown distance, thereby determining the exact location of the equivalent resultant load on the beam.

For a tapered beam with varying distributed load, divide the load into triangular regions that match the load profile. Calculate each triangular region's area to find individual resultant magnitudes, locate their centroids, then combine these results to determine the overall equivalent resultant force and its position along the beam.