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?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.