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  1. paulofficer

    Changing orientation of Mx, My, and Mxy

    I am using Staad Pro to carry out a FE design of an irregular floor slab. The problem is this: From the output, I can get Mx, My, and Mxy in the element local axes, but only Mx and My in Global axes. Mxy is not accounted for in this global moment (i.e. Wood-Armer) and is not given to allow me...

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