Weld and no-weld zones for a reduced beam section moment frame connection are laid out with the weld region bounded by specific tolerances referencing the AISC K-distance plus one and a half inches minimum. Adjacent flange regions are designated as no-weld zones to control stress distribution during seismic events. Intersecting beams are omitted for clarity, and additional connection information is referenced on adjacent structural sheets.
NOTES: 1. SEE 1/S440 AND 4/S440 FOR INFORMATION NOT SHOWN. 2. INTERSECTING BEAMS NOT SHOWN FOR CLARITY, TYP. AISC 'K' DISTANCE +1 1/2", MIN. WELD NO WELD NO WELD BUREAU OF ENGINEERING OFFICIAL RECORD
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