An incoming steel framing beam connects to the web of a supporting steel beam using a typical bolted shear plate connection. The supported beam features a coped top flange conforming to maximum cope depth restrictions per schedule A and drawing notes. Shear plate dimensions, bolt sizes, and spacing follow standard schedules per plan.
TYP SHEAR PL CONN BEAM PER PLAN, TYP BEAM TO BEAM CONNECTION SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. SCHED "A", TYP MAX COPE DEPTH PER (NOTE 7) &
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership