Continuity plates are placed on both sides of the column web with thicknesses based on the connected beam flanges. A cope is provided on the continuity plate at the column web intersection and left unwelded. Dimensions follow AISC "k" and "k1" parameters with specific clearances maintained at the column flange.
DETAIL PLAN CONTINUITY PLATE DETAIL E COLUMN WEB FLANGE COPE CONTINUITY PL. - NO WELD 1/2" PER AISC "k1" 1 1/2" PER AISC "k" CONTINUITY PLATES BOTH SIDE OF WEB (THICKNESS BASED ON BEAM FLANGES) OPTIONAL TYP AT WEB tPL 2 OPTIONAL CP TYP AT FLANGE
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