AISC Verification Examples AISC Verification Examples Base Plate Bearing on ConcreteWelded/Bolted Wide Tee Connection to an HSS ColumnDouble Angle Connection to an HSS ColumnUnstiffened Seated Connection to an HSS ColumnFour Bolt Unstiffened Extended End Plate FR Moment Connection (Beam to Column Flange)Four Bolt Unstiffened Extended End Plate FR Moment Connection (Beam to Column Flange)All Bolted Double Angle Connection in a Coped BeamBolted Flange-Plated FR Moment Connection (Beam to Column Flange)Moment Frame Beam-to-Column ConnectionOMF Beam-Column ConnectionSMF Beam-Column ConnectionSCBF Brace-to-Brace ConnectionSMF Beam-Column ConnectionHorizontal Gusset Plate in Tension: Simplified MethodExample 1 – Column beams horizontal bracingHorizontal Gusset Plate in Compression: Simplified MethodExample 1 – Column beams horizontal bracingHorizontal Gusset Plate in Tension: General MethodExample 1 – Column beams horizontal bracingHorizontal Gusset Plate in Compression: General MethodExample 1 – Column beams horizontal bracingHorizontal Gusset Plate with Diagonal Cut in Tension: Simplified MethodExample 3 – Column beams horizontal bracingHorizontal Gusset Plate with Diagonal Cut in Compression: Simplified MethodExample 3 – Column beams horizontal bracingTubular Truss – Y-Connection with round HSSSteel Design Guide 24 - Example 8.1Tubular Truss – Overlapped K-Connection with round HSSSteel Design Guide 24 - Example 8.2Tubular Truss – Cross-Connection with rectangular HSSSteel Design Guide 24 - Example 8.3Tubular Truss – Overlapped K-Connection with rectangular HSSSteel Design Guide 24 - Example 8.4Tubular Truss – Gapped K-Connection with square HSS and unbalanced branch loadsSteel Design Guide 24 - Example 8.5Tubular Truss – Joint A – Gapped K ConnectionHSS Design Manual - Example 4-1.4Tubular Truss – Joint B – K ConnectionHSS Design Manual - Example 4-1.4Tubular Truss – Joint C – Cross ConnectionHSS Design Manual - Example 4-1.4Tubular Truss – Joint A – Gapped K ConnectionHSS Design Manual - Example 4-1.5Tubular Truss – Joint B – Gapped K ConnectionHSS Design Manual - Example 4-1.5Tubular Truss – Overlapped K Connection Example – Rectangular MembersHSS Design Manual - Example 4-1.6.ATubular Truss – Overlapped K Connection Example – Round MembersHSS Design Manual - Example 4-1.6BTubular Truss – KT Connection - RectangularHSS Design Manual - Example 4-1.7ATubular Truss – KT Connections – RoundHSS Design Manual - Example 4-1.7BTubular Truss – Round branch to rectangular Chord connectionsHSS Design Manual - Example 4-1.8AGusset connections – Column-beam-braceGusset connections – Column-beam-braceGusset connections – Column-beam-braceGusset connections – Column-beam-braceGusset connections – Column-beam-braceMitered knee – Beam to Column FlangeSplice connections – End plateAll bolted double angle connectionAll bolted double angle connection subject to axial and shear loadingAll bolted double angle connection in a coped beamShear end plate connection (beam-to-girder web)Single plate connection subject to axial and shear loading (beam-to-column flange)Extended single plate connection subject to axial and shear loadingAll bolted single plate shear spliceHSS Beam to HSS Column Double Shear Plate ConnectionHSS Beam to HSS Column Seated Connection with Top Angle ConnectionEXAMPLE 5.2-6— Six-Bolt Flush Four-Wide/Two-Wide Unstiffened Thick End-Plate ExampleHSS Beam to HSS Column High Shear Load Connection