Plaxis Deep Excavation
I have a few questions regarding deep excavation analysis with Plaxis. I am trying to explore CBP with 3 level of anchorage for 4 storey basement. My questions are as follows:
1. Let say i want to use a 20t anchor. If i prestressed the anchor, the input of the prestressed is in kN/m. Should i divide the 20t with the out of plane spacing?
2. The anchor's output displayed in the table is in kN/m. If i want to get the individual anchor force, should i multiply with the out of plane spacing?