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  • Users: erenattos
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  1. erenattos

    SHELL STRESSES RESULTS

    HI FOLKS. I HAVE A PROBLEM WITH THE RESULTS OF THE FLOORS AREAS, WHEN ETABS SHOWS THE FORCES IN THESE ELEMENTS IN THE LOWER GRAY BAR SAYS A VALUE FOR EXAMPLE 50, BUT WHAEN I PICK IN THE WINDOW TRYING TO SEE WHERE IS THIS MAXMIUM RESULT I CAN'T FIND IT; EVEN THE CONTOURS COLORS DON´T SHOW THESE...
  2. erenattos

    Flexible Diaphragms

    hi folks, i´d llike to know how can i modelate a flexible floor concrete diaphragm in ETABS

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