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  • Users: trungce
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  1. trungce

    Check CSICol's result

    Hi everyone, My colleague asked me about his problem. He's checked the load bearing capacity of 400x400mm R.C Column by CSICol 9.0.0. The capacity ratio of some combinations are not ok but the interaction diagram not show the same result. Anyone can give us a hand? Why re they not same? Pls...

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