I am modeling beams that frame out new openings in an existing two-way slab. When looking at the beam properties would I want to add the slab line release for both moment and shear so the beam acts more like a support and not bending with the slab since it is not composite? No sure what the slab...
I am modeling beams that frame out new openings in an existing two-way slab. When looking at the beam properties would I want to add the slab line release for both moment and shear so the beam acts more like a support and not bending with the slab since it is not composite? No sure what the slab...
Hello,
Would I use the Slab line releases in SAFE to mimic how a steel beam would behave when reinforcing a two way slab. I am working on a project where they are creating large openings in an existing two way slab. I modeled beams framing out the openings with a similar stiffness as the steel...
