A wide flange beam connects to a wide flange column using a welded shear plate and three one-inch diameter A325-SC bolts. The shear plate welds to the column with a partial joint penetration weld and to the beam web with fillet welds. Column continuity plates are provided on each side of the column web. Additional connection details are referenced on sheet S4.11.
WF COL WF BEAM NOTES: COL CONTINUITY PL EA SIDE COLUMN WEB SEE 'T' > 'T F ' + 1/8" SHEAR PL 'T' > 'T BM ' WEB 'T F ' 'T PL ' 5 S4.11 3" 2" (3) 1"Ø A325-SC BOLTS SHEAR PL TO BM WEB PJP SHEAR PL TO COL, SEE NOTE 4 CP BM WEB TO COL, SEE NOTE 3
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