Seismosoft | Earthquake Engineering Solutions

thanks!

hello,
I would have to present some problems: I noticed that even on simple elements, such as a doubly embedded beam subjected to uniformly distributed vertical load, the program provides very different results changing the number of frames in which the beam element is divided (with only one element ...

hi, I'm new in this forum, I hope to have chose the correct section!
i'd like to know if Seismostruct consider the presence of bars in the calculation of reinforced concrete sections' stifness both in linear and non-linear field, or it consider it only in non-linear one.

thanks to everybody!