Hi All, I have please an urgent question concerning embedded beam row in Plaxis 2D.I defined an embedded beam row with a certain spacing (6 m). In the output I am getting internal forces, which are as example Moment in kN.m/m. Is that the complete load in the embedded beam or should I multiply it by the spacing?
What about the displacements, should they also be multiplied by the pile spacing? And what about the pile weigth, should it be introduced dividing it by the spacing?