Connection
4
•Plate
Connection:
–Plate
protrudes through Column
C4 and welded on either
side. Bolted to Beam H1.
Limit
States
•Bolt Shear Rupture Rupture
•Block Bearing
•Bolt Shear Rupture
•Flexural
Yielding
•Local
Web Buckling
•Shear
Rupture
•Shear
Yielding
•Weld
Strength