Jan 11, 2023 #1 Vito11 Structural Nov 3, 2022 4 0 0 AU 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.
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.