Stressed,
Thank you so much for your helpful response.
I apologize for a couple follow-up questions.
1.) Is it OK that my extruded edges don't come in contact? (see attached) Or am I drawing something wrong? I set the degrees to increments of 10.
2.) I assigned the section area type as...
I am doing a very unique kind of structural analysis with concrete slabs cantilevering out from a giant concrete column. We have already done the hand calcs for rebar and now just need to analysis the entire structure as a whole.
My experience with SAP2000 is limited as most of my work is...
