Girder B5
/ Beam B9A
Back to West Elevation
Connection
36
•Double – Angle Connection
–Web: Angles are bolted to Girder B5 and welded to Beam B9A.
Limit
State
•Block Shear Rupture
•Bolt Bearing
•Bolt Shear Rupture
•Flexural Yielding
•Local
Web Buckling
•Shear
Rupture
•Shear
Yielding
•Weld
Strength