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November 16, 2018

RISAConnection assumes by default that your vertical brace connection is a one-sided connection without any outside influence or load transfer from other connected elements. ¬†Using this assumption, the design shear and axial force at the beam to column sub-connection is determined using simple statics per the Uniform Force Method in the AISC Steel Design Manual. […]

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Posted in Technical Solutions, What's New | Comments Off on How to Include Transfer Forces in your Vertical Brace Connection