MSTengineer
Structural
- Dec 21, 2016
- 1
I just started using RAM Concept (using RAM Structural System) and I am having difficulties back checking the program's results. I modeled a two way slab roof system for an underground vault room and I am getting a huge quantity of rebar in my column strip. So, I checked the moment and the amount of steel reinforcement provided by the program and it comes out to almost double of what is required based on moment capacity. Has anyone had similar issues?