Can anyone give me any guidance or point me in the right direction to how vertical plant loads are transferred laterally to a retaining wall. I have a 9 tonne drill rig with a 50kN extraction force and track dimensions of 1.5m x 0.25m. I can only find guidance in standards for uniform surcharges. Does anyone know a book or any document that will help me transfer these loads on to the retaining wall?
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