Hi guys,
Just looking for a little bit of advice. I'm wondering am I doing this correctly.
Let's just say I have a few typical floors, so given the columnn sizes etc and floor-to-floor heights are the same, the moments in the columns will be the same top and bottom right.
In SAFE, M2 is green...
Hi guys,
Have this scenario whereby two one way slabs are intersecting. The overlapping (rectangular) slab is not supported on two sides like the one way slabs are by walls below. There is a wall running along beneath one edge of it and the other two opposite corners can be deemed as being...
