Beam H2 / Column C5
•
Connection 10
•
Shear Connection:
–
Internally - Welded unstiffened
seat.
–
External – Fully welded
•
Limit States
•
Flexural Rupture
•
Flexural Yielding
•
Local Web Yielding
•
Shear Rupture
•
Shear Yielding
•
Web Crippling
•
Weld Strength
Back to North Elevation
Field Example