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  • Users: C. Hirata
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  1. C. Hirata

    is it acceptable to join two beams for material lenght usage?

    Hello, first time here, we have this project and a supervisor told our people that a beam, HSS 14X6X1/2, should be continuous, without any welded tie, this would result in large material waste, and as far as I know, there is no code that avoid this welded tie, but I'm dubious, is there any code...

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