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  • Users: pranavuhde
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  1. pranavuhde

    Deflections under self weight

    I had designed a piperack for a petrochemical plant. Few beams in this piperack had spans of 13m (size HEA360). There will be some deflection due to self weight. For small span beams (say upto 6m) this deflection will not be visible. But for such a long span beam deflection will be very much...

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