Two structural steel chord members connect end-to-end at a centerline splice using outside flange plates. Two bolts per row fasten each flange at typical spacings with rows per schedule. Edge distances measure two inches typical, with a three-inch typical bolt spacing across the joint.
TYPE A PLAN CL SPLICE (2) BOLTS PER ROW AT EA FLG NUMBER OF ROWS OUTSIDE FLG PL 2" TYP TYP 3" SPCG 2" TYP 15" 15" CL CHORD AT FLG PER SCHED NUMBER OF ROWS AT FLG PER SCHED
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