stickmotion
Structural
- Apr 8, 2009
- 19
I have been asked to design free standing silage bunker walls. I was just wondering what pressure I should design the walls for when the bunker is full as well as the surcharge applied to the wall by a tractor packing the pile of removing silage from the pile.
There is a covered portion of the bunker which has 12ft tall concrete walls and is covered by a pre engineered metal building. The open portion has 16ft walls.
Is there a good refernce for loading of agricultural structures like this?
Any help would be appreciated.
There is a covered portion of the bunker which has 12ft tall concrete walls and is covered by a pre engineered metal building. The open portion has 16ft walls.
Is there a good refernce for loading of agricultural structures like this?
Any help would be appreciated.