Hi everyone,

I’m currently reviewing structural design basics and I have a specific question regarding load calculation for simply supported beams in real-world projects.



In textbooks, loads are usually very idealized (uniformly distributed load, point load, etc.). However, in actual building designs, loads often come from multiple sources like partitions, finishes, mechanical systems, and live loads that are not perfectly uniform.

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My question is: When designing a simply supported beam in practice, how do you accurately combine and simplify these real, irregular loads into a model suitable for calculation without compromising safety or efficiency?

Do engineers typically convert everything into an equivalent uniformly distributed load, or are there situations where more detailed modeling is required?



I would really appreciate insights from experienced engineers or anyone who has faced this in real projects. Thanks in advance!

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