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Hi! I've a problem with the solution, there i something strange with the strain on the connection between the little layer of mortar at the base and the column and I don't know how to resolve it because what I want it's that the column can rotate with the lateral displacement load while the mortar n...

Hi!!I've the same problem..have u found a solution for that??If yes please help me!!!!

Thanks

Milena

Hi, :? I need help please..I don't know how modelling pretension: I've two steel bars with pretension that I've to transfer to a concrete beam column, the bars are external and I would give pretension to this bars and connect them to the beam and while those sretch the other is shortened.Thanks! PS:...