User request:
If use a frame analysis software to calculate my member internal forces, which is typically what I do, because frames are quite complex, at present I have no way to input these forces into the beam calculator. I have to start from loads again and will get a different result.
I recommend that you could have a quick look at Eurocodeapplied.com which the beam calculator there simply takes internal forces: ULS design of steel beam/column (IPE,HEA,HEB,HEM,UB,UC) - Eurocode 3
We need your insights. Share your expectations and walk us through how you would like this calculation to be implemented in our project. Feel free to provide an example, to compare with features in our existing Eurocode beam or column calculators, or to compare with our other international offerings!