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Excessive Shear Reinforcement in Spandrel Design to AS3600-2018

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Vito11

Vito11

Structural
Joined
Nov 3, 2022
Messages
4
Location
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.
 
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