hi i have 2 consults:
1. what is the difference, with a rigid diaphragm model without considering finite elements, with a model that considers a rigid daffragm with finite elements
2:
I have a slab, with a beam where I added an eccentricity to my beam in function to the upper face, and at the moment of running my analysis, my diagrams are different, i send my model
Regards
Jorge Hernan Bolivar
1. what is the difference, with a rigid diaphragm model without considering finite elements, with a model that considers a rigid daffragm with finite elements
When you don't mesh a panel you will not be able to see any results (e.g. bending moments, deflections) for it.
2:
I have a slab, with a beam where I added an eccentricity to my beam in function to the upper face, and at the moment of running my analysis, my diagrams are different, i send my model
You may want to check:
and
http://forums.autodesk.com/t5/Robot-Structural-Analysis/T-slab/m-p/3185418
http://forums.autodesk.com/t5/Robot-Structural-Analysis/Beam-offsets/m-p/3332921
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