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  1. Rav01

    AS 3600 Cl 10.8 Transmission of Axial Force through floor systems

    Hi guys, I am designing some 65MPa columns above and below a 40MPa slab. Referring to the Cl 10.8, it is a bit confusing to understand. Since I have to comply with (b) part of this clause, I have calculated my f'ce = 55MPa. It is a bit unclear whether this is the maximum compressive strength...

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