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  1. niravshah1964

    ETABS to SAFE

    Exporting ETABS files as f2k file into SAFE, choosing static & response spectra case,I find on clicking points to check the actual loads exported we find wind loads & response spectra case actually not exported, what do we do?? Any idea
  2. niravshah1964

    ETABS story accelarations

    ETABS when displays story acceleration values, what does that value physical mean. Example: in UX direction acceleration of 0.8 means acceleration in X direction is 0.8 x g?? Can anybody confirm Thanks in advance
  3. niravshah1964

    ETABS display design output

    ETABS Is there a way you can control default display of rc design output?? I am usually interested in % of longitudinal steel at first glance, program always displays total longitudinal reinforcement!! Any technique??
  4. niravshah1964

    ETABS RC col unssuported length

    ETABS RC COL UNSUPPORTED LENGTH: How do we define in ETABS that clear col ht to be considered for design is equal to floor ht minus depth?? On RC design it considers col ht = floor ht, hence slenderness values go up. Any idea??
  5. niravshah1964

    Doing ETABS dynamic analysis, we ge

    Doing ETABS dynamic analysis, we get building modes with values of UX, UY, UZ RX RY RZ. What is unit of RZ??

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