If sags at creek crossings are continually coming up too strong what would be the probable cause? My engineer seems to not have trouble with normal sags along the line but when we get to a creek crossing tie in they always come up strong. What are the normal procedures to figure the sag at a tie in?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.