I have a heavily loaded cantilever beam framing into a column with a bolted flange plate connection. The loading is pure gravity (no load reversals) and all holes are standard size. I am concerned about the potential additional deflection that may occur due to bolt slip. The cantilever beam...
Is there anyway in ETABS to make area loads additive similar to SAFE?
When using SAFE, when two or more slab areas overlap, the area loads of the elements are additive. Thus, for a flat slab layout with one SLAB area and multiple smaller DROP areas, the live load would only need to be assigned...
