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  1. FeliceSelene

    etabs warning

    what does the warning "unable to complete operation, run analysis" mean? how would you resolve this issue?
  2. FeliceSelene

    TORSION IN COLUMN

    Could a huge amount of torsional moment possible in single bent column in beam?
  3. FeliceSelene

    Location of Coring Test in Beams

    Where is the appropriate location of core test in beams? Is it in the midspan of the beam and above the neutral axis?
  4. FeliceSelene

    TORSION IN COLUMN

    Is it possible to have a huge amount of torsional moment in a single column bent for design of bridges? The superstructure is made of AASHTO girders that were placed above the coping beam.

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