wth
Structural
- Dec 15, 2012
- 75
I'm designing a slab on grade that's supporting movable column lifts at any given place.
From the building owner, we have recieved a data sheet for the column lifts, with an pressure force under the column, and a force under the supporting wheel given as: daN / rad.
There is no further explanation given on how the daN / rad force is supposed to be translated to a reaction force on my slab, and so far I have no luck finding any elsewhere.
Have anyone come across this before, and have any pointers? See the force diagram below, thet SMath snippets are my own conversions.
From the building owner, we have recieved a data sheet for the column lifts, with an pressure force under the column, and a force under the supporting wheel given as: daN / rad.
There is no further explanation given on how the daN / rad force is supposed to be translated to a reaction force on my slab, and so far I have no luck finding any elsewhere.
Have anyone come across this before, and have any pointers? See the force diagram below, thet SMath snippets are my own conversions.
