This structural steel connection details a beam-to-beam framing condition utilizing a bolted shear plate. A maximum one-half inch gap is maintained between the framing members. Bolt spacing is set to two times the bolt diameter with a maximum three-inch dimension. Shear plate and bolt sizes are referenced to standard detail schedules.
SEE SHEAR PLATE AND BOLT SCHEDULES ON TYPICAL DETAIL SHEETS S5-200, S5-201, S5-202 AND S5-203 MAXIMUM 1/2" GAP 3" MAXIMUM DIAMETER 2x BOLT
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