HSS Beam to HSS Column Seated Connection with Top Angle Connection
References
Ericksen, Jason, et. al HSS Design Manual, Volume 3: Connections at HSS Members, 2016. p. 3-5.56, example 3-5.9
Details
From the reference:
HSS beam to HSS column, with a unstiffened seat angle connection.
Results
| Capacity | RAM Connection | Reference | Difference |
|---|---|---|---|
| Vertical Welds Capacity | 63 | 63 | 0 |
| Shear yielding | 48.6 | 48.6 | 0 |
| Shear rupture | 58.7 | 58.7 | 0 |
| Horizontal Weld capacity | 33.4 | 33.4 | 0 |