The method of superposition is a crucial technique in structural engineering, used to analyze the effect of multiple loads on beams. This approach involves calculating the deflection and slope for each load on a beam separately, and then summing these effects to determine the overall impact. It is applicable only when the beam material remains within its elastic limit, ensuring that deformations are linearly elastic.

When applying the method of superposition, each type of load—whether concentrated or distributed—is considered independently. For concentrated loads, deflections and slopes are derived from standard beam theory formulas. In the case of distributed loads, deflections are typically calculated using the elastic curve equation, which is integrated to derive the slope and further to obtain the deflection.

The sum of deflections and slopes from individual loads gives the total effect on the beam. For example, if a beam is subjected to a uniform distributed load and a central point load, the overall deflection is the sum of the deflections due to each load. This method simplifies complex loading scenarios that accurately predict beam behavior under multiple loads. By decomposing the problem into simpler components, the method of superposition helps design structural systems that are both safe and effective, ensuring compliance with safety standards and performance requirements.