Cagou
Mining
- Sep 3, 2002
- 13
I need an advise from a structural engineer. I want to design a small steel construction able to support 35 metric tonnes (truck loaded) I want to use 4 IPE 360 of 12m (Galvanized), joined (length between IPE 60cm), length between the IPE: 1,3m, on concrete foundation separated by 10 metres. The deck is in wood. What configuration should I use to design it. Does my solution fit with the load?
Thanks for your help.
Thanks for your help.