Hello,
I have several problems with my model, not allowing reinforement design:
1. Impossible to make FEM mesh for upper plate.
2. Problem attaching beams to concrete floor. Anyone could explain how to achieve situation when beams and plate work together under loading conditions.
3. RC member design do not offer bars with diameter larger than 12 mm.
4. Required slab reinforcement tool - do not work.
I would be very glad if someone could help fixing the model.
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
@rtu323 wrote:
1. Impossible to make FEM mesh for upper plate.
Change Panel Calculation Model onto Shell for thsi panel
2. Problem attaching beams to concrete floor. Anyone could explain how to achieve situation when beams and plate work together under loading conditions.
IF the Finite Elemnts Nodes are generated over such bar it means this bar will be connected with FEs.
You can check if it is well connected by displaying "Number of Calculation Elements" after runing Model Generation or Calcualtions
3. RC member design do not offer bars with diameter larger than 12 mm.
Where? This is what I see
4. Required slab reinforcement tool - do not work.
Elaborate please.
It works.