Hi Seth,
Is it possible in Ram SS to apply line loads on slab edge in a concrete structures which does not have any beams?
Or is it possible to apply line or point loads directly on concrete slab?
when I apply line loads on slab edge I observe errors in the integrity check report regarding not supporting line loads in the layout.
Thank You.
When you have a 2-way deck (meshed slab), loads can be applied anywhere on it. If the loads are exactly on the slab edge there is the risk of a tolerance error that might cause it to be seen slightly off the meshed slab. That's also true in Ram Concept. So I prefer to model the line loads set in slightly. Construction grids are helpful for this. See: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3262/ramss-two-way-decks-tn