Column Splice Joints
In RAM Connection, Column Splice (CS) Joints can be created with the following configurations:

 
Shear Connections 
| Connector | Design Code | Column Sections | Connection Options | 
| 
 | AISC: Single Plate (SP)AS: Web Bolted Cover Plate (WCP)BS: Web Bolted Cover Plate (WCP)CSA: Web Bolted Cover Plate (WCP)EN: Web Bolted Cover Plate (WCP)GB: Web Bolted Cover Plate (WCP)IS: Web Bolted Cover Plate (WCP)NZS: Web Bolted Cover Plate (WCP)
 |  | Column Size: Columns may be different depths.Connection Type: Bolted or WeldedDouble Plate: Available in the Connection Pad.
 | 
|  | EN: Web Angle Cleats (4AWCS)
 |  | Column Size: Columns may be different depths.
 | 
 
Moment Connections
| Connector | Design Code | Column Sections | Connection Options | 
| 
 | AISC: Flange Plate (FP)AS: Flange Bolted Cover Plate (FPCS)BS: Flange Bolted Cover Plate (FCP)CSA: Flange Bolted Cover Plate (FPCS)EN: Flange Bolted Cover Plate (FCP)GB: Flange Bolted Cover Plate (FCP)IS: Flange Bolted Cover Plate (FCP)NZS: Flange Bolted Cover Plate (FCP)
 |  | Column Size: Columns may be different depths.Connection Type: Bolted or WeldedInterior Plate: Available in the Connection Pad for Bolted Splices.
 | 
|  | AS: Directly Welded (DWCS)
 |  | Column Size: Columns must be the same size.
 | 
 
Axial Connections 
| Connector | Design Code | Column Sections | Connection Options | 
| 
 | AISC: End Plate HSS (EP)AS: End Plate HSS (EP)CSA: End Plate HSS (EP)EN: End Plate HSS (EP)GB: End Plate HSS (EP)NZS: End Plate HSS (EP)
 |  | Column Size: Columns may be different depths.Column Shape: Columns must be the same shape.
 | 
In RAM Connection, axial forces can be assigned to a column splice as follows:
- Tension: Positive Axial Force
- Compression: Negative Axial Force
