A wide flange beam frames into a column flange using a bearing plate of thickness T and width W. Shims are provided as required between the beam flange and the bearing plate. The connection utilizes N rows of bolts on a common gauge, with four bolts shown on the common gauge for reference. A full-depth double-angle shear connection is specified for the beam web, though not explicitly drawn. Bolt rows are spaced at three inches on center, with a one and one-half inch edge distance.
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