Thank you to everyone that responded to my post (first one). Your recommendations are what I was thinking in the back of my head that shear friction may not be the way to go, although there was an engineer at our firm (quite experienced) that had used this methodology, thus the reason I looked...
Hello,
I would appreciate some of your opinions regarding a two way slab with heavy loads and how to hand the out of plane shears:
- Typical Bay = 6m x 6m
- Floor Live Load = 20 kPa
- Equipment Live Load = 200 kN
I have run a finite element model on RISA 3D and while the bending...
