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 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
Column Splice --- Welded Web Bolts for Erection Fit-up After Lowering Upper Column
it is Field Welded 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 Right Side Angles with Three Bolts Floor Beam on Right Side of
Girder 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 Shear Connection --- Skewed A Single Angle Shear Connection For a
Skewed Channel Truss --- Shop Welded, Field Bolted Note Shop Welds
Truss --- Shop Welded, Field Bolted And Field Bolts For Connecting the Truss to Column Truss --- Shop Welded, Field Bolted
Double Angle Members for Top Chord, Bottom Chord and Web Truss --- Shop Welded, Field Bolted
Cold Formed Z-Shape Purlin
