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  1. rook1

    Plate Element Stress - Mx/My vs Global Moment

    Hi! Global moment should have the same answer with the local Mx and My. I think global moment is convenient when the plates are divided triangularly.
  2. rook1

    STAAD Partial Moment release

    Thanks for the reply. If we could save a few steel by this analysis, it would really help for future projects. Because if we design for both cases it will be very costly.
  3. rook1

    STAAD Partial Moment release

    Hello! How do you determine if the connection between a concrete beam and concrete column is partially released and by how much? In STAAD there is a partial moment release in beam specs where you input a certain value in MPX, MPY and MPZ. What effect would this have on connection details...

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