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  1. HD-111

    ETABS User Wind Loads on Semi-Rigid Diaphragms

    Hi Eng Tips Community, I am currently in the process of designing the lateral stability system of a 30 storey concrete apartment building. The main lateral stability element is a concrete core box with a few internal walls. Currently the diaphragms are all modelled as semi-rigid as there are...
  2. HD-111

    AS3600-2018 - Minimum Core Wall Reinforcement

    Hi All, I am currently designing a multi-story residential building with a precast core box acting as the main lateral stability element with a ductility of u=2. Looking at Clause 14.6.7 in AS3600-2018, vertical and horizontal reinforcement must be provided in both faces of the wall and must be...

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