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Thank you for the response. I just wanted to make sure that the program would do it before I try to convince the boss man to buy it.

I looked through the Sheet Pile Design Manual by Pile Buck and don't see any mention of sharing the load between multi-tier tiebacks. Looking at this option in SPW911 it appears that it evenly distributes the loads to all wales instead of the wale load being based on active pressure at a given...

Hi There, first post to the site. I do quite a bit of retaining wall/bulkhead design in coastal South Carolina. I typically like to use composites; however, this is southern yellow pine country and it's cheap. A standard timber wall along the coast here is 2 or 3 by 6 "sloppy v" timber...