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  1. M

    Reinforcement Development Length

    I am having issues understanding why the concrete design codes ACI or AS3600 particularly allow shear ties to be fully developed with a cog/hook C8.2.3.4 while any other reinforcement is reduced by 50% by the hook/cog as per AS3600 chapter 13 C13.1.2.6. AS3600 commentary states that the fitment...

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