Hi,
Please help me to manual define the load on a circular diaphragm wall. It't look like the attached pic.
I must use earth pressure or I can just define it by planar load 3p?
Thanks,
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
You can use the later one but you have to be carefull selecting the points you indicate load values in. You may also consider using the hydrostatic load instead.
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