Base Plate --- Moment Connection
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Transcript of Base Plate --- Moment Connection
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Base Plate --- Moment Connection
Moment Connection Requires Bolts Outside the Flanges
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Base Plate --- Moment Connection
The Triangular Stiffener Plate increases Shear Strength of Connection and
Bending Strength of Base Plate
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Moment ConnectionBolts Outside the
Flanges
Base Plate --- Moment Connection
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Base Plate --- Moment Connection
Additional Plates and Welds Needed for Large Flange
Forces
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Base Plate --- Pipe Column
This Connection is Considered as a Pin Connection
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Base Plate --- Pipe Column
Large Point Load Requires Web Stiffener Plates
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Moment Connection --- Beam SpliceFlange Plate for Transferring
Compressive Force Due to Bending
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Moment Connection --- Beam Splice
Flange Plate to Transfer Tensile Force Due to Bending
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Moment Connection --- Beam Splice
Web Plate for Transferring Shear
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Column Splice --- Bolted
Flange Plates are Shop Welded
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Column Splice --- BoltedFlange Plates are Field Bolted
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Column Splice --- Welded
Web Plate is Shop Welded
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Column Splice --- Welded
After Lowering Upper Column it is Field Welded
Web Bolts for Erection Fit-up
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Moment Connection to Column Flange --- Field Welded
Web Plate is Shop Welded to Column Flange
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Moment Connection to Column Flange --- Field Welded
Backing Rods Needed for Groove Welds
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Moment Connection to Column Flange --- Field Welded
Beam is Then Attached Using Full Penetration
Field Groove Welds
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Moment Connection to Column Web Welded
Flange Plates at Top and Bottom are Shop Welded
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Moment Connection to Column Web Welded
Web Plate is Shop Welded
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Moment Connection to Column Web Welded
Beam is Field Welded after sliding in The Flange plates
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Moment Connection to Column Web Welded
Field Weld After Sliding the Beam in Flange Plates
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Moment Connection --- End Plate
End Plate Shop Welded to the Beam
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Moment Connection --- End Plate
Tension Side Bolts
Compression Side BoltsAll Bolts Installed
in Field
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Shear Connection --- Bolted Seat
No Direct Connection of Beam and Column Flanges. Low Rigidity of Angles makes it a
Shear Connection
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Shear Connection --- Bolted Seat
Bolted Seat Angle helps Placing and Bolting of Beam
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Shear Connection --- Bolted Seat
Lower Seat Angles Resist All the Shear so Bigger Lower Seat and More Bolts are Needed
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Shear Connection --- Welded Seat
Seated Beam Shear Connection
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Shear Connection --- Welded Seat
Seat Angle Shop Welded and Field Bolted
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Shear Connection --- Welded Seat
Web Angle is Only for Stability and carries No Load
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Shear Connectors for Composite Beam
Shear Studs welded to Beam Flanges in Field for making Concrete Deck integral to Steel
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Shear Connection --- Double Sided
Floor Beam on Left Side of
Girder
Left Side Angles with Two Bolts
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Shear Connection --- Double Sided
Floor Beam on Right Side of
Girder
Right Side Angles with Three Bolts
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Shear Connection --- Double Sided
View From the Left Side Floor
Beam
View From the Right Side
Floor Beam
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Shear Connection --- Double Web Angles Shop & Field Bolted
One Sided Floor Beam to Girder Shear Connection
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Shear Connection --- Single Angle
For Lightly Loaded Channels Single Angle Shear Connection can be used
Note Shop Weld And Field Bolts
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Shear Connection --- Skewed
A Single Angle Shear Connection For a
Skewed Channel
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Truss --- Shop Welded, Field Bolted
Note Shop Welds
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Truss --- Shop Welded, Field Bolted
And Field Bolts For Connecting the Truss to Column
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Truss --- Shop Welded, Field Bolted
Double Angle Members for Top Chord, Bottom
Chord and Web
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Truss --- Shop Welded, Field Bolted
Cold Formed Z-Shape Purlin