Ussuri
Civil/Environmental
- May 7, 2004
- 1,581
I have an arrangement where I have a 219mm external diameter CHS slotted into a 230mm internal diameter CHS. The 230mm section acts as a 'shoe' to hold the 219mm section as a cantilever.
I need to make sure that the two sections have sufficient engagement to take the applied moment. My gut feeling is that if I make the shoe depth equal to twice the diameter, then the bearing and tear out should be OK. But I would like some way to back it up.
Any suggestions?
I need to make sure that the two sections have sufficient engagement to take the applied moment. My gut feeling is that if I make the shoe depth equal to twice the diameter, then the bearing and tear out should be OK. But I would like some way to back it up.
Any suggestions?