Single Plate Shear Connection with axial load
Single Plate Shear Connection with axial load
(OP)
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 an give a better explanation.
Thanks,
Thanks,






RE: Single Plate Shear Connection with axial load
RE: Single Plate Shear Connection with axial load
There have been several lengthy dicussions of this connection on this forum.
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RE: Single Plate Shear Connection with axial load
RE: Single Plate Shear Connection with axial load
www.FerrellEngineering.com
RE: Single Plate Shear Connection with axial load
Thanks,