Well I agree with all of you guys! Marty for being astute and supervising the solution, John for bringing the world of engineering science to the table, and Rich because thats how the program is supposed to work!

As a trial take a single element, anchor x Y restraint and run it with W + P, W, and W(NC) watching the loads on the y restraint. The diffeences shoul=d be easily reconciled. Your job must have something "special" going on!

Good to see you three guys together!

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Best Regards,

John C. Luf

[This message has been edited by John C. Luf (edited December 06, 2000).]