Good day,
I am confused by the meaning of Base reactions, I created a model for a rather simple 1 story 3m high building to which I applied a static lateral load, the resulting BASE reactions were off the wall. So I created an even simpler model with just 1 cantilever beam to which I applied a...
Hello, I am running into some problems defining a simply supported slab system in etabs. When I run the analysis I get really high values for moment in areas where they should be 0. Let me explain myself, beams are simply supported by columns and slabs are jointed to the beams, therefore there...
