Greetings,
I want to discuss about Concrete Design in StaadPro Series 6 for Structural Enterprise. I'm ordered by company to study this version. Regarding concrete design, I found that this concrete design only show rebar requirement based on actual moment. I try case for simple beam and the concrete design didn't show calculation for minimum rebar for the top side. Fyi, I select ACI318M for design code.
Next, I try to design slab. I cannot found the brief calculation of slab design. I only get result of rebar schedule, no explanation how it is calculated.
Thank you
