This structural detail shows a wide-flange beam connecting to a wide-flange girder of a different depth. The incoming wide-flange beam is sized per plan and matches the opposite wide-flange beam unless noted otherwise. A shear plate connects the beam web to the girder web using structural bolts. Complete-joint-penetration welds are applied typically at the top flange transition. Shear plates, welds, and fasteners are detailed per the typical non-frame beam connection schedule.
W BEAM PER PLAN W GIRDER PER PLAN W GIRDER AND W BEAM WITH DIFFERENT DEPTHS W BEAM TO MATCH OPPOSITE W BEAM UNO FOR SHEAR PL, WELDS, AND FASTENERS, SEE "TYPICAL NON-FRAME BEAM CONNECTION SCHEDULE AND DETAILS" CJP TYP CJP TYP A
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