Core material strain for rc member
Posted: 16 Sep 2008, 14:25
I cannot apply performance criteria to control concrete core material strain for asymmetrical rc beam. Will this possible?
Apologies for the delay with which we are responding. Unfortunately, we did not manage to reproduce the problem you report. If the difficulties persist, please send us (support@seismosoft.com) the model file and we will try to have a look at it.
SeismoSoft Support