precast78
Structural
- Aug 12, 2013
- 82
Let's say you design a basket that is being used to lift a heavy product that has wheels. The product will be rolled into this basket. Then the basket will be lifted by a crane. It is pretty clear to me that I need to make sure I have 5 F.S. on the cable, shackle, connection to the cable (most lifting assembly already has this 5:1 factor of safety) etc.
But how about the rafters of the basket and the plate on the top of the rafters? Do I need to apply this 5:1 factor of safety? Or shall I just put 1.2 DL, 1.6 LL and use phi per AISC LRFD.
Thanks folks!
But how about the rafters of the basket and the plate on the top of the rafters? Do I need to apply this 5:1 factor of safety? Or shall I just put 1.2 DL, 1.6 LL and use phi per AISC LRFD.
Thanks folks!