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  1. Rocky1986

    deflection check error

    Dear All, I have made simple model (attached below) of piperack and checked it for russian steel norms. Strength check is ok, but ratio for deflection check didn't calculate for half of elements: [highlight #FCAF3E]LIMIT SPAN/DEFLECTION (DFF) = 200.00 (DEFLECTION LIMIT= 0.015 M) SPAN/DEFLECTION...

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