Posted by farshad moharamialmost 2 years ago
inputing Mz in rebar design
Hi HILTI, I have project which I'm going to connect The beam and deck to existing column. In my 3D design ( ETABS ) it has Mz bending - moment and I cant see it effects on my rebar profis (input).
please help me
1 Reply
Posted by Suman Narayanalmost 2 years ago
Hello Frashad,
A member of our team will contact you via email to assist you further on this topic. We will require some additional information from you to provide the necessary support.
Best regards,
Suman