Seismosoft | Earthquake Engineering Solutions

Dear Zoi, thank you very much.
Your answer satisfy my problem.

But to verify that the use of two elements instead of just one is correct and representative of reality, I tried to do a pushover analysis of a column stuck to the base (with a single section and reinforcement along its entire length ...

Hi everybody,
i have a same problem: i want to model a reinforcement variable beam on Seismostruct but with the option "select more sections than one" in the Element Classes module i can't subdivide the beam as i want but i must keep the coordinates of the integration sections (for 5 section [-1 -0 ...