jossaad
Structural
- Aug 6, 2009
- 9
Hello,
I m wondering what is the limit of lateral displacement of a portal in case we have a mobile gantry. In my case, the nominal capacity of the gantry is 6 Tons. So shall I take 1/200, 1/500 or 1/ 1000 ?
Many thanks
(sorry for my poor english)
I m wondering what is the limit of lateral displacement of a portal in case we have a mobile gantry. In my case, the nominal capacity of the gantry is 6 Tons. So shall I take 1/200, 1/500 or 1/ 1000 ?
Many thanks
(sorry for my poor english)