Dear RAM Concept crew, I would like to know how the shear design is done (not punching shear). I am using Eurocode 2. My question is: where is it checking the shear capacity? According to the EC it should be done at “d” distance from the edge of the…

I'm (still) working on analyzing my existing waffle slab. I've worked out a lot of the kinks, but the user shear bars are still throwing me for a loop. I assign user shear bars adjacent to the column drop cap like so: The result once they get…