Moment Connection Requires Bolts Outside the Flanges Base Plate --- Moment Connection Moment Connection Requires Bolts Outside the Flanges

Base Plate --- Moment Connection The Triangular Stiffener Plate increases Shear Strength of Connection and Bending Strength of Base Plate

Bolts Outside the Flanges Base Plate --- Moment Connection Moment Connection Bolts Outside the Flanges

Base Plate --- Moment Connection Additional Plates and Welds Needed for Large Flange Forces

Base Plate --- Pipe Column This Connection is Considered as a Pin Connection

Base Plate --- Pipe Column Large Point Load Requires Web Stiffener Plates

Moment Connection --- Beam Splice Flange Plate for Transferring Compressive Force Due to Bending

Moment Connection --- Beam Splice Flange Plate to Transfer Tensile Force Due to Bending

Moment Connection --- Beam Splice Web Plate for Transferring Shear

Column Splice --- Bolted Flange Plates are Shop Welded

Column Splice --- Bolted Flange Plates are Field Bolted

Column Splice --- Welded Web Plate is Shop Welded

After Lowering Upper Column Web Bolts for Erection Fit-up Column Splice --- Welded After Lowering Upper Column it is Field Welded Web Bolts for Erection Fit-up

Moment Connection to Column Flange --- Field Welded Web Plate is Shop Welded to Column Flange

Moment Connection to Column Flange --- Field Welded Backing Rods Needed for Groove Welds

Moment Connection to Column Flange --- Field Welded Beam is Then Attached Using Full Penetration Field Groove Welds

Moment Connection to Column Web Welded Flange Plates at Top and Bottom are Shop Welded

Moment Connection to Column Web Welded Web Plate is Shop Welded

Moment Connection to Column Web Welded Beam is Field Welded after sliding in The Flange plates

Moment Connection to Column Web Welded Field Weld After Sliding the Beam in Flange Plates

Moment Connection --- End Plate End Plate Shop Welded to the Beam

Moment Connection --- End Plate Tension Side Bolts Compression Side Bolts All Bolts Installed in Field

Shear Connection --- Bolted Seat No Direct Connection of Beam and Column Flanges. Low Rigidity of Angles makes it a Shear Connection

Shear Connection --- Bolted Seat Bolted Seat Angle helps Placing and Bolting of Beam

Shear Connection --- Bolted Seat Lower Seat Angles Resist All the Shear so Bigger Lower Seat and More Bolts are Needed

Shear Connection --- Welded Seat Seated Beam Shear Connection

Shear Connection --- Welded Seat Seat Angle Shop Welded and Field Bolted

Shear Connection --- Welded Seat Web Angle is Only for Stability and carries No Load

Shear Connectors for Composite Beam Shear Studs welded to Beam Flanges in Field for making Concrete Deck integral to Steel

Shear Connection --- Double Sided Left Side Angles with Two Bolts Floor Beam on Left Side of Girder

Shear Connection --- Double Sided Floor Beam on Right Side of Girder Right Side Angles with Three Bolts

Shear Connection --- Double Sided View From the Left Side Floor Beam View From the Right Side Floor Beam

Shear Connection --- Double Web Angles Shop & Field Bolted One Sided Floor Beam to Girder Shear Connection

Shear Connection --- Single Angle Note Shop Weld And Field Bolts For Lightly Loaded Channels Single Angle Shear Connection can be used

A Single Angle Shear Connection For a Skewed Channel Shear Connection --- Skewed A Single Angle Shear Connection For a Skewed Channel

Truss --- Shop Welded, Field Bolted Note Shop Welds

And Field Bolts For Connecting the Truss to Column Truss --- Shop Welded, Field Bolted And Field Bolts For Connecting the Truss to Column

Double Angle Members for Top Chord, Bottom Chord and Web Truss --- Shop Welded, Field Bolted Double Angle Members for Top Chord, Bottom Chord and Web

Cold Formed Z-Shape Purlin Truss --- Shop Welded, Field Bolted Cold Formed Z-Shape Purlin