Girder B8
/ Column C3
Back to East Elevation
Connection
27
•Double –
Angle Connection
–Web: Angles are
bolted to Column C3 and Girder
B8.
Limit
States
•Block
Shear Rupture
•Bolt Bearing
•Bolt Shear Rupture
•Flexural
Yielding
•Local Web Buckling
•Shear Rupture
•Shear
Yielding