Structural Engineering- STAAD plate results?

Home Forums Technical Discussion Structural Engineering- STAAD plate results?

Viewing 2 posts - 1 through 2 (of 2 total)
  • Author
    Posts
  • #3124
    Punit PatelPunit Patel
    Participant

    How to interpret plate results in STAAD?

    #3126
    Vijay SolankiVijay Solanki
    Participant

    Plate results are interpreted  through local axis. While designing it is advised to consider the torsional moment in addition with the major moments.
    = Mx + Mxy

    If you have Z-axis upward, positive value of Mx or My indicates tension on the upper surface, and the reverse is true for if Z-axis downward.

    This is a general explanation.  For detailed explanation please refer the following link or STAAD technical help.

     

Viewing 2 posts - 1 through 2 (of 2 total)
  • You must be logged in to reply to this topic.