Download - Base Plate --- Moment Connection
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
Moment ConnectionBolts Outside the
Flanges
Base Plate --- Moment Connection
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 SpliceFlange 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 --- BoltedFlange Plates are Field Bolted
Column Splice --- Welded
Web Plate is Shop Welded
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 BoltsAll 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
Floor Beam on Left Side of
Girder
Left Side Angles with Two Bolts
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
For Lightly Loaded Channels Single Angle Shear Connection can be used
Note Shop Weld And Field Bolts
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