Seismosoft | Earthquake Engineering Solutions

Thanks for your reply and I'll be paying attention to your conclusions

Hi SeismoSoft team, I'm doing a RSA in a model of a 12-storey RC building (Example from App.B FEMA P-2091). In the Project Settings, I have set a 50% of the cracked by the uncracked stiffness for columns and walls, and a 30% for beams. After running the analysis, I want to check the total base shear...