Dear sirs
we have 12 wheat silos of 10000 tons capacity and it formed of galvanized corrugated steel panel of dia 2mm from top and 6mm on the bottom, my question is can I use the body as striking termination device when making LPS.
On the hand can I use the steel frame towers between silos which is more than 6mm over all thickness.
Also if possible mention which standard to follow in your reply..
Regards
Eng. Omar