// CODE SNIPPET
2205A.5.2 Moment Connection - Chapter 11
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The welded side plate steel moment connection shall be permitted provided:
- The beams shall consist of either rolled or built-up wide flange sections.
- The biaxial dual-strong axis and column minor axis configurations of the moment connection shall be considered as an alternative system.
- For SMF and IMF systems, U-shaped cover plates shall be used and the hinge-to-hinge span to beam depth, Lh/d, shall be greater than or equal to 5.
- The width-to-thickness ratios for beam flanges shall not be less than 3.
- The spacing for lateral bracing of wide flange beams, Lb, shall include the length of the side plate at beam ends.
- The extension of the side plates beyond the face of the column shall be within the range of 0.77d to 1.0d.
- The gap-to-side plate thickness ratio shall range from 2.1 to 2.3.