Connection
15
•Plate
Connection:
–Web: Plate welded to Girder B3 and bolted to Column C2.
Limit
States
•Block
Shear Rupture
•Bolt Tension
•Compression Buckling of Web
•Local
Flange Bending
•Local Web Yielding
•Shear Rupture
•Shear
Yielding
•Weld Strength