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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. Base Plate --- Moment Connection. Moment Connection

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Base Plate --- Moment Connection

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

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

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

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

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

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

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

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

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

  10. Column Splice --- Bolted Flange Plates are Shop Welded

  11. Column Splice --- Bolted Flange Plates are Field Bolted

  12. Column Splice --- Welded Web Plate is Shop Welded

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

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

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

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

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

  18. Moment Connection to Column Web Welded Web Plate is Shop Welded

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

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

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

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

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

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

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

  26. Shear Connection --- Welded Seat Seated Beam Shear Connection

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

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

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

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

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

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

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

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

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

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

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

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

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

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