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 |

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- 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)
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- Column Size: Columns may be different depths.
- Connection Type: Bolted or Welded
- Double Plate: Available in the Connection Pad.
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- EN: Web Angle Cleats (4AWCS)
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- Column Size: Columns may be different depths.
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Moment Connections
Connector
| Design Code | Column Sections | Connection Options |

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- 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)
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- Column Size: Columns may be different depths.
- Connection Type: Bolted or Welded
- Interior Plate: Available in the Connection Pad for Bolted Splices.
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- AS: Directly Welded (DWCS)
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- Column Size: Columns must be the same size.
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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)
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- Column Size: Columns may be different depths.
- Column Shape: Columns must be the same shape.
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In RAM Connection, axial forces can be assigned to a column splice as follows:
- Tension: Positive Axial Force
- Compression: Negative Axial Force
