This connection details a structural steel beam framing into a column flange with top and bottom flange plates and a bolted web shear tab. The plate thickness t1 equals one-eighth inch plus the beam web thickness typically, while the second plate matches the column flange width with a thickness equal to one-quarter inch plus the beam flange thickness. Erection bolts secure the beam web through four-inch return tabs at the top and bottom. Complete joint penetration welds and fillet welds connect the plates, with specific instructions to leave corners unwelded on the top and bottom flange plates.
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