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List ,
I would appreciate any help in the following:
 I am trying to find out if according to AREMA tensile stresses
are allowed (particularly under load combinations including temperature gradients
and support settlements)for post-tensioned R/R concrete bridges.
Best Regards
J.N.Sigalas
P.S  From what I show in a book the relevant paragraphs are 17.6.4 and the likes.