I am looking for an explanation for the As/ft design output for shell elements. It looks like the design is giving areas of steel that are off the charts. For example, every area of the concrete panel I am analyzing is giving areas on the order of 1.0E300!
I am modeling a case with a wheel load of 12k distributed over a 1 square foot area of elements.
Can anyone clue me in as to why RAM outputs such high areas of steel?
Thanks!