Hi
I am designing mat foundation in Ram concept.
What difference are maximum and minimum bearing pressure plan?
How calculate the value?
Is it depending on the loading direction?
Which one do I use it for design?
Seth, which load combinations do the max and min soil bearing pressure plans use? Can you confirm it's only using the service load combinations by default?
Any load combinations with Active Rule Set = Soil Bearing (those are service combos by default).