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  1. balesius

    Braced Frame Connections

    In the design of a concentrically braced frame (See AISC "Provisions for structural steel buildings") the connection of the brace (including the brace to beam connection has to be designed for load cases (4-1 & 4-2) with an overstrength factor of 2. (table I-4-1). My question is, what...

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