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  1. RAJSHARN

    RC Beam Column Joint NZS 3101 interpretation

    Is anyone able to provide their interpretation to these 2 clauses from NZS3101 regarding the beam-column joint? Clause 15.2.1 - "Provisions of this section apply to the design of beam-column joints subject to shear where a minimum of 70 % of the top beam reinforcement and 70 % of the bottom...

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