In order to find the bending moment for  Uniformly distributed load, initially load is converted into:*Uniformly Varying LoadPoint Load with load acting at the centrePoint load with load acting at other random point except centreInfinite point loads acting throughout the span of beam

In order to find the bending moment for a Uniformly Distributed Load (UDL), the load is typically converted into a point load acting at the center of the beam. Here are the steps:

1. Identify the magnitude of the uniformly distributed load. This is usually given in units of force per unit length (e.g., N/m or lb/ft).

2. Determine the length of the beam or the span over which the load is distributed.

3. Multiply the magnitude of the uniformly distributed load by the length of the beam. This will give you the equivalent point load. This is based on the principle that the total load on a structure is equal to the load intensity multiplied by the area over which it acts.

4. Assume this point load to be acting at the center of the beam. This is because, for a uniformly distributed load, the total load can be considered to be concentrated at the centroid of the load distribution, which for a uniform load is at the center.

5. Use the bending moment formula for a point load at the center of a simply supported beam, which is M = P * L / 4, where P is the point load and L is the length of the beam. This will give you the maximum bending moment.

6. If the beam is not simply supported or if there are other loads or moments acting on the beam, the problem may become more complex and may require the use of the principle of superposition or other methods of structural analysis.