engpes
Mechanical
- Feb 10, 2010
- 175
I have an offshore lift application that is requiring a 6 sling lift. The lift is a traditional single point basket lift with 4 slings connecting to the rectangular box corners, but with an additional 2 slings connecting to the basket geometric center.
I am trying to find a standard / rule of thumb for determining the tension in the middle cables. I can do the statics to determine the sling tension, but in the real world all of the slings may have slightly different lengths.
I know DNV says to calculate sling tensions based on "n-1" slings, but this application seems a bit unique.
Any insight would be greatly appreciated.
Thank you very much!
I am trying to find a standard / rule of thumb for determining the tension in the middle cables. I can do the statics to determine the sling tension, but in the real world all of the slings may have slightly different lengths.
I know DNV says to calculate sling tensions based on "n-1" slings, but this application seems a bit unique.
Any insight would be greatly appreciated.
Thank you very much!