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  • Users: IC3D
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  1. IC3D

    Built up beam+channel & brace connection

    Hi All, Detailing a job right now with W18x35 and W16x36 with cap channel C8x11.5. Some bays have vertical bracing ranging from 45 to 20 kips and I was wondering if the C8x11.5 cap channels should be notch to allow the brace gusset plate to be welded directly to beam top flange ends or weld the...

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