Seismosoft | Earthquake Engineering Solutions

<t>Dear Seismosoft Support,<br/>
<br/>
Unfortunately the problems does not regard the presence of rigid diaphragms constraints. <br/>
<br/>
In fact, in static pushover analysis can be registered a huge difference between the moment in beam elements and the ultimate moment of the element itself even ...

<t>Dear Seismostruct,<br/>
<br/>
I've built a three-dimensional RC frame building using infrmDB elements. Running some different types of analysis, I've noticed strange output results. For example:<br/>
<br/>
- in Static Pushover analysis: the moment registered in beam elements overlap the ultimate ...