09-23-2010, 05:30 PM
Dear Devil_Red ,
It's good thinking what you've just mentioned ,but the problem is how can I release the torsion from the slab region that is supposed to Be a beam?then why would I need to release the torsion?it's rather that I want the section to be designed for torsion?
Regards,
It's good thinking what you've just mentioned ,but the problem is how can I release the torsion from the slab region that is supposed to Be a beam?then why would I need to release the torsion?it's rather that I want the section to be designed for torsion?
Regards,
.