The question I would have regarding LL reduction on the floor plates is how you would determine a difference between reductions based on E-W spans vs. N-S spans, the same slab area could be reducible in one direction and not the other, so how can we accommodate that in Adapt Floor? Thanks for the video.
The question I would have regarding LL reduction on the floor plates is how you would determine a difference between reductions based on E-W spans vs. N-S spans, the same slab area could be reducible in one direction and not the other, so how can we accommodate that in Adapt Floor? Thanks for the video.