DerekatMtIsa
Structural
- Nov 11, 2002
- 1
Before finite element analysis I understand elevators were designed simply by using very large safety factors to account for the dynamic forces.
Now my firm is using finite element to analyse some existing elevators and skips (for the underground mining industry) and we have found that, when the skip is designed as a whole unit, rather than seperate elements, the whole thing does not have the capacity it seems to have.
The problem we have is that there is very little guidance of any kind that we know of for this the design of lifts or skips. If anyone knows of any good references I would be very interested.
Thanks for your time
Now my firm is using finite element to analyse some existing elevators and skips (for the underground mining industry) and we have found that, when the skip is designed as a whole unit, rather than seperate elements, the whole thing does not have the capacity it seems to have.
The problem we have is that there is very little guidance of any kind that we know of for this the design of lifts or skips. If anyone knows of any good references I would be very interested.
Thanks for your time