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  1. Vito11

    AS3600 - Development length around a curve

    Hey folks, Can someone shed some light on clause 13.1.2.5 Development length around a curve? Does this apply to horizontal bars at the corner of shear walls? Section 14 shows the bend for boundary element discontinuity only. How does this match up with the closed fitments? Which other standards...
  2. Vito11

    Excessive Shear Reinforcement in Spandrel Design to AS3600-2018

    Hi All, Does anyone know why ETABS gives excessive shear reinforcement when designing spandrels to AS3600-2018? The inclination angle seems incorrect. Surprisingly it works when using AS3600-2009.
  3. Vito11

    ETABS to SAFE - Error reading line

    Thanks folks. I realised the load combos for 100%-30% earthquake are affected as the last line not imported. Any other ideas?
  4. Vito11

    ETABS to SAFE - Error reading line

    Does anyone know why SAFE gives error in reading line and ignores some load cases when importing from ETABS?

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