starcasm
Structural
- Jul 15, 2008
- 25
Hello All,
I have an 8' x 8' platform I am designing with 6061-T6 aluminum channels, square tube perimeter, and diamond floor plate. The platform is not designed with support posts. It will instead be lifted and placed onto an existing ledge support on all 4 sides, like a cover. The assembly weighs less that 500 lbs total.
I have to design lifting lugs at the 4 corners of the assembly for hoisting and rigging. I am aware of ASME BTH-1, but that is for steel lifting lugs. Does anyone have a reference to aluminum lifting lug design? Or shall I use the ASME BTH-1 and apply the proper allowable stresses for 6061-T6 and appropriate safety factor? Just looking for some guidance.
I understand the load is light for what I plan on detailing. But the customer requires PE stamped calculations. I would like to reference something that makes sense.
Thank you in advance for your replies.
Daniel
I have an 8' x 8' platform I am designing with 6061-T6 aluminum channels, square tube perimeter, and diamond floor plate. The platform is not designed with support posts. It will instead be lifted and placed onto an existing ledge support on all 4 sides, like a cover. The assembly weighs less that 500 lbs total.
I have to design lifting lugs at the 4 corners of the assembly for hoisting and rigging. I am aware of ASME BTH-1, but that is for steel lifting lugs. Does anyone have a reference to aluminum lifting lug design? Or shall I use the ASME BTH-1 and apply the proper allowable stresses for 6061-T6 and appropriate safety factor? Just looking for some guidance.
I understand the load is light for what I plan on detailing. But the customer requires PE stamped calculations. I would like to reference something that makes sense.
Thank you in advance for your replies.
Daniel