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  1. DannyVang

    Robertson Section 3 Roof Deck Diaphragm Shear Capacity

    I am reviewing a set of old drawings (September 1973) and wanted to see if anyone has any information to determine the allowable diaphragm shear capacity for a 1 ½” Robertson “Q” No. 3 metal deck with welds per the attached; metal deck spans 7.5 feet maximum. I have a 1975 Robertson catalog but...

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