ranmoo
Structural
- Sep 29, 2005
- 15
I have an application of providing dead weight for a temporary hold down, such that the load on the concrete counterweights is to resist a horizontal load for a temporary situation (a week). I plan on being able to have a very conservative factor of safety, but does anyone have any thoughts on a coefficient of friction between a concrete counterweight sitting on a large pile of wood chips.
THANKS!!
THANKS!!