The second, for “extended” configurations, is more broadly applicable but without the simplifications permitted for the design of conventional configurations. The first, for “conventional” configurations, offers some simplifications if certain dimensional limitations are met. Two approaches for the design of single plate shear connections are presented in Part 10 of the AISC Manual. The traditional calculation methods used in this work are based upon the recommendations presented in Part 10 of the AISC Manual (2017). 1 Schematic of single plate shear connection.
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