dik
Structural
- Apr 13, 2001
- 26,037
Does anyone have a good reference to the installation of a new jib crane on an existing slab on grade. Something that allows me to take a look at the axial load of the crane and the base moment and determine the adequacy of a thin (aka maybe 5" or 6" unreinforced concrete slab (in good, uncracked condition). I've had numerous of these lately and have just been looking at bearing, and concrete shear based on a bolt circle. I'll write up an SMath program for the condition and will post it.
Dik
Dik
