atef81
Structural
- Jan 7, 2010
- 12
Hi, what would be the maximum allowable ground slope (longitudinally and transversally) under stacked shipping containers?
I am trying to design rigid pavement (concrete) under stacked full containers and trying to find out the maximum acceptable slope before containers tip over.
I looked in 3711.10-2000_R2016 and some technical papers, but can't find an answer.
I got a verbal advice saying 1%, but don't know where this value comes from.
Thanks in advance.
I am trying to design rigid pavement (concrete) under stacked full containers and trying to find out the maximum acceptable slope before containers tip over.
I looked in 3711.10-2000_R2016 and some technical papers, but can't find an answer.
I got a verbal advice saying 1%, but don't know where this value comes from.
Thanks in advance.
