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  1. AndrewOG17

    Single Plate Shear Connection with axial load

    I am analyzing a single plate shear connection with an axial load using AISC 13th edition. During my analysis I stumbled upon criteria 6 on page 10-103 which says "Ensure that the supported beam is braced at points of support" I am not sure what this is trying to say can anyone expound on this...

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