There are many different types of connections that we support. Check the table below for all the connections that are supported in GIZA. We are constantly improving the software and adding new supported connections on every release.
List of Supported Shear Connections
W Beam to W Girder Web
| One way W Beam with Double Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Double Angle (Bolted/Bolted) |
|
Simple Shear |
S2E-A1 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
| Shear with Axial Load |
A2E-A1 |
141 |
- | - | 14th & 15th | ||
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Shear with Structural Integrity Requirement |
Y2E-A1 |
141 |
- | - | 14th & 15th | ||
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Double Angle (Welded/Bolted) |
|
Simple Shear | S2E-A2 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Shear with Axial Load |
A2E-A2 |
141 |
- | - | 14th & 15th | ||
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Shear with Structural Integrity Requirement |
Y2E-A2 |
141 |
- | - | 14th & 15th | ||
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
| Two way W Beam with Double Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Double Angle (Bolted/Bolted) |
 |
Simple Shear |
2S2E-A1 |
143 |
- | - | 14th & 15th |
| Shear with Axial Load |
2A2E-A1 |
143 | - | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2E-A1 | 143 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Bolted) |
 |
Simple Shear |
2S2E-A2 |
143 | - | - | 14th & 15th |
| Shear with Axial Load |
2A2E-A2 |
143 | - | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2E-A2 | 143 | - | - | 14th & 15th | ||
| One way W Beam with Single Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Single Angle (Bolted/Bolted) |
 |
Simple Shear |
S2E-B1 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | |||||
| Shear with Axial Load |
A2E-B1 |
141 | - | - | 14th & 15th | ||
| *GIZA1 | - | - | |||||
|
Shear with Structural Integrity Requirement |
Y2E-B1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Single Angle (Welded/Bolted) |
|
Simple Shear | S2E-B2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
| Shear with Axial Load | A2E-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
|
Shear with Structural Integrity Requirement |
Y2E-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
| Single Angle (Bolted/Welded) |  |
Simple Shear | S2E-B3 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
| Shear with Axial Load | - | - | - | - | - | ||
| - | - | - | |||||
|
Shear with Structural Integrity Requirement |
Y2E-B3 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
| Two way W Beam with Single Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Single Angle (Bolted/Bolted) |
 |
Simple Shear |
2S2E-B1 |
143 |
- | - | 14th & 15th |
| Shear with Axial Load |
2A2E-B1 |
143 | - | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2E-B1 | 143 | - | - | 14th & 15th | ||
|
Single Angle (Welded/Bolted) |
 |
Simple Shear | 2S2E-B2 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | 2A2E-B2 | 143 | - | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2E-B2 | 143 | - | - | 14th & 15th | ||
| Single Angle (Bolted/Welded) |  |
Simple Shear | 2S2E-B3 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
2Y2E-B3 | 143 | - | - | 14th & 15th | ||
|
One Way W Beam with Shear Plate to W Girder Web |
Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Shear Plate (Regular) - (Normal or Extended) |
 |
Simple Shear |
S2E-C1 |
146 186 188 |
- | - | 14th & 15th |
| Shear with Axial Load |
A2E-C1 |
146 186 188 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2E-C1 |
146 186 188 |
- | - | 14th & 15th | ||
|
Shear Plate (Regular) - Skewed |
 |
Simple Shear |
S2AE-C1 |
146 186 188 |
- | - | 14th & 15th |
| Shear with Axial Load |
A2AE-C1 |
146 186 188 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2AE-C1 |
146 186 188 |
- | - | 14th & 15th | ||
|
Shear Plate (Partial Depth) – (Normal or Extended) |
 |
Simple Shear | S2E-C2 |
147 149 |
- | - | 14th & 15th |
| Shear with Axial Load | A2E-C2 |
147 149 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2E-C2 |
147 149 |
- | - | 14th & 15th | ||
|
Shear Plate (Full Depth) – (Normal or Extended) |
 |
Simple Shear | S2E-C3 |
184 185 |
- | - | 14th & 15th |
| Shear with Axial Load | A2E-C3 |
184 185 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2E-C3 |
184 185 |
- | - | 14th & 15th | ||
| One way W Beam with End Plate to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
End Plate |
 |
Simple Shear |
S2E-E1 |
29 32 101 111 144 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th |
| Shear with Axial Load |
A2E-E1 |
29 32 101 111 144 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2E-E1 |
29 32 101 111 144 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th | ||
| End Plate (Skewed) |  |
Simple Shear | S2AE-E1 |
29 32 101 111 144 |
- |
- |
14th & 15th |
| Two way W Beam with End Plate to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
End Plate |
 |
Simple Shear |
2S2E-E1 |
24 34 112 115 142 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th |
| Shear with Axial Load |
2A2E-E1 |
24 34 112 115 142 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2E-E1 |
24 34 112 115 142 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th | ||
C Beam to W Girder Web
| One Way C Beam with Double Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Double Angle (Bolted/Bolted) |  |
Simple Shear | S3E-A1 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Welded/Bolted) |  |
Simple Shear | S3E-A2 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Bolted/Welded) | - |
Simple Shear |
- | - | - | - | - |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with Double Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Double Angle (Bolted/Bolted) |  |
Simple Shear |
2S3E-A1 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Welded/Bolted) |  |
Simple Shear |
2S3E-A2 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Bolted/Welded) | - |
Simple Shear |
- | - | - | - | - |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with Single Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Single Angle (Bolted/Bolted) |  |
Simple Shear | S3E-B1 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Welded/Bolted) |  |
Simple Shear | S3E-B2 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Bolted/Welded) |  |
Simple Shear | S3E-B3 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with Single Angle to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Single Angle (Bolted/Bolted) |  |
Simple Shear |
2S3E-B1 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Welded/Bolted) |  |
Simple Shear |
2S3E-B2 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Bolted/Welded) |  |
Simple Shear |
2S3E-B3 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with Shear Plate to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Shear Plate (Regular) – (Normal) |  |
Simple Shear | S3E-C1 |
146 186 188 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Shear Plate (Regular) – (Normal) - Skewed |  |
Simple Shear |
S3AE-C1 |
146 186 188 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Shear Plate (Full Depth) – (Extended) |  |
Simple Shear |
S3E-C3 |
185 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with End Plate to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| End Plate |  |
Simple Shear | S3E-E1 |
29 32 101 111 144 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with End Plate to W Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| End Plate |  |
Simple Shear | 2S3E-E1 |
24 34 112 115 142 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
C Beam to C Girder Web
| One Way C Beam with Double Angle to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Double Angle (Bolted/Bolted) |  |
Simple Shear | S3M-A1 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Welded/Bolted) |  |
Simple Shear | S3M-A2 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Bolted/Welded) | - |
Simple Shear |
- | - | - | - | - |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with Double Angle to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Double Angle (Bolted/Bolted) |  |
Simple Shear |
2S3M-A1 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Welded/Bolted) |  |
Simple Shear |
2S3M-A2 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Double Angle (Bolted/Welded) | - |
Simple Shear |
- | - | - | - | - |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with Single Angle to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Single Angle (Bolted/Bolted) |  |
Simple Shear | S3M-B1 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | |||
| Single Angle (Welded/Bolted) |  |
Simple Shear | S3M-B2 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Bolted/Welded) |  |
Simple Shear | S3M-B3 | 141 | - | - | 14th & 15th |
| - | |||||||
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with Single Angle to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Single Angle (Bolted/Bolted) |  |
Simple Shear |
2S3M-B1 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Welded/Bolted) |  |
Simple Shear |
2S3M-B2 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Single Angle (Bolted/Welded) |  |
Simple Shear |
2S3M-B3 | 143 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with Shear Plate to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Shear Plate (Regular) – (Normal) |  |
Simple Shear | S3M-C1 |
146 186 188 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Shear Plate (Full Depth) – (Extended) |  |
Simple Shear |
S3M-C3 |
185 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| One Way C Beam with End Plate to C Girder Web | Sketch | Type of Shear Connection | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| End Plate |  |
Simple Shear | S3M-E1 |
29 32 101 111 144 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Two Way C Beam with End Plate to C Girder Web | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| End Plate |  |
Simple Shear | 2S3M-E1 |
24 34 112 115 142 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
W Beam to W Column
| One way W Beam with Double Angle to W Column | Type of Shear Connections | Beam Flange Connection | Column Flange | Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
| Sketch | Code | Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
Double Angle (Bolted/Bolted) |
Simple Shear |
-
|
 |
S2F-A1 |
141 |
- | - |  |
S2W-A1 | 141 | - | - | 14th & 15th |
|
*GIZA1 |
- |
Horizontal Stiffener Plate, Doubler Plate |
*GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||||
| Shear with Axial Load | - |
A2F-A1 |
141 | Washer Plate | - | A2W-A1 | 141 | - | - | 14th & 15th | |||
| *GIZA1 |
Horizontal Stiffener Plate, Doubler Plate |
*GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
|||||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-A1 | 141 | - | - | Y2W-A1 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
|
HS2F-A1B1 | 141 | - | - |  |
HS2W-A1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
|
HS2F-A1B3 | 141 | - | - |  |
HS2W-A1B3 | 141 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Bolted) |
Simple Shear | - |  |
S2F-A2 | 141 | - | - |  |
S2W-A2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Axial Load | - | A2F-A2 | 141 | Washer Plate | - | A2W-A2 | 141 | - | - | 14th & 15th | |||
| *GIZA1 |
Horizontal Stiffener Plate, Doubler Plate
|
*GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
|||||||||
|
Shear with Structural Integrity Requirement |
- | Y2F-A2 | 141 | - | - | Y2W-A2 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-A2B1 | 141 | - | - |  |
HS2W-A2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-A2B3 | 141 | - | - |  |
HS2W-A2B3 | 141 | - | - | 14th & 15th | ||
| Double Angle (Bolted/Welded) | Simple Shear | - |  |
S2F-A3 | 141 | - | Doubler Plate | - | - | - | - | - | 14th & 15th |
| GIZA1 | |||||||||||||
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-A3B1 | 141 | - | - | - | - | - | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-A3B3 | 141 | - | - | - | - | - | - | - | 14th & 15th | ||
| Two way W Beam with Double Angle to W Column | Type of Shear Connections | Beam Flange Connection | Column Flange | Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
| Sketch | Code | Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
Double Angle (Bolted/Bolted) |
Simple Shear |
- |
- |
- |
- |
- | - |  |
2S2W-A1 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - |
- |
- | - | - | 2A2W-A1 | 143 | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | 2Y2W-A1 | 143 | - | - | 14th & 15th | |||
| Shear with Horizontal Load Connection | Flange Angle (Bolted/Bolted) | - | - | - | - | - |  |
2HS2W-A1B1 | 143 | - | - | 14th & 15th | |
| Flange Angle (Bolted/Welded) | - | - | - | - | - |  |
2HS2W-A1B3 | 143 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Bolted) |
Simple Shear | - | - | - | - | - | - |  |
2S2W-A2 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | 2A2W-A2 | 143 | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - | 2Y2W-A2 | 143 | - | - | 14th & 15th | |||
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
- | - | - | - | - |  |
2HS2W-A2B1 | 143 | - | - | 14th & 15th | |
| Flange Angle (Bolted/Welded) | - | - | - | - | - |  |
2HS2W-A2B3 | 143 | - | - | 14th & 15th | ||
| One way W Beam with Single Angle to W Column | Type of Shear Connections |
Beam Flange Connection |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
|
Sketch |
Code |
Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
Single Angle (Bolted/Bolted) |
Simple Shear |
- |  |
S2F-B1 |
141 |
- | - |  |
S2W-B1 | 141 | - | - | 14th & 15th |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Axial Load | - |
A2F-B1 |
141 | - | - | A2W-B1 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | - | *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-B1 | 141 | - | - | Y2W-B1 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-B1B1 | 141 | - | - |  |
HS2W-B1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B1B3 | 141 | - | - |  |
HS2W-B1B3 | 141 | - | - | 14th & 15th | ||
|
Single Angle (Welded/Bolted) |
Simple Shear | - |  |
S2F-B2 | 141 | - | - |  |
S2W-B2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
|
Shear with Axial Load |
- | A2F-B2 | 141 | - | - | A2W-B2 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | - | *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-B2 | 141 | - | - | Y2W-B2 | 141 | - | - | 14th & 15th | |||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-B2B1 | 141 | - | - |  |
HS2W-B2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B2B3 | 141 | - | - |  |
HS2W-B2B3 | 141 | - | - | 14th & 15th | ||
| Single Angle (Bolted/Welded) | Simple Shear | - |  |
S2F-B3 | 141 | - | - |  |
S2W-B3 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||||
| Shear with Axial Load | - | - | - | - | - | - | - | - | - | - | |||
| - | - | - | - | - | - | ||||||||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | - | - | - | - | - | |||
| - | - | - | - | - | - | ||||||||
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-B3B1 | 141 | - | - |  |
HS2W-B3B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B3B3 | 141 | - | - |  |
HS2W-B3B3 | 141 | - | - | 14th & 15th | ||
| Two way W Beam with Single Angle to W Column | Type of Shear Connections | Beam Flange Connection | Column Flange | Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
| Sketch | Code | Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
Single Angle (Bolted/Bolted) |
Simple Shear |
- | - |
- |
- |
- | - |  |
2S2W-B1 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | 2A2W-B1 | 143 | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | 2Y2W-B1 | 143 | - | - | 14th & 15th | |||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
- | - | - | - | - |  |
2HS2W-B1B1 | 143 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
- | - | - | - | - |  |
2HS2W-B1B3 | 143 | - | - | 14th & 15th | ||
|
Single Angle (Welded/Bolted) |
Simple Shear | - | - | - | - | - | - |  |
2S2W-B2 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | 2A2W-B2 | 143 | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | 2Y2W-B2 | 143 | - | - | 14th & 15th | |||
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
- | - | - | - | - |  |
2HS2W-B2B1 | 143 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
- | - | - | - | - |  |
2HS2W-B2B3 | 143 | - | - | 14th & 15th | ||
| Single Angle (Bolted/Welded) | Simple Shear | - | - | - | - | - | - |  |
2S2W-B3 | 143 | - | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | - | - | - | - | - | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | - | - | - | - | - | |||
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
- | - | - | - | - |  |
2HS2W-B3B1 | 143 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
- | - | - | - | - |  |
2HS2W-B3B3 | 143 | - | - | 14th & 15th | ||
| One way W Beam with Shear Plate to W Column | Type of Shear Connections | Beam Flange Connection |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
|
Sketch |
Code |
Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
Shear Plate (Regular) |
Simple Shear |
- |
 |
S2F-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | - | 14th & 15th |
| Shear with Axial Load | - |
A2F-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- | Y2F-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | 14th & 15th | |||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-C1B1 |
146 |
- | - |  |
HS2W-C1B1 | 146 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-C1B3 | 146 | - | - |  |
HS2W-C1B3 | 146 | - | - | 14th & 15th | ||
|
Shear Plate (Regular) - Skewed |
Simple Shear | - |  |
S2AF-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | - | 14th & 15th |
| Shear with Axial Load | - |
A2AF-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
Y2AF-C1 |
146 182 186 187 188 |
- | - | - | - | - | - | 14th & 15th | |||
| Shear Plate (Regular) - (Extended) | Simple Shear | - | - | - | - | - | - |  |
S2W-C1 |
182 186 187 188 |
Stiffener Plate |
- | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | A2W-C1 |
182 186 187 188 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - | Y2W-C1 |
182 186 187 188 |
Stiffener Plate | - | 14th & 15th | |||
| Shear Plate (Regular) - (Normal) Unstiffened | Simple Shear | - | - | - | - | - | - | .png) |
S2W-C1 |
146 182 186 187 188 |
- | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | A2W-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - | Y2W-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
| Shear Plate (Regular) - (Extended) Skewed | Simple Shear | - | - | - | - | - | - |  |
S2AW-C1 |
182 186 187 188 |
Stiffener Plate | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - |
A2AW-C1 |
182 186 187 188 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - |
Y2AW-C1 |
182 186 187 188 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear Plate (Regular) – (Normal) Unstiffened - Skewed |
Simple Shear | - | - | - | - | - | - |  |
S2AW-C1 |
146 182 186 187 188 |
- | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - |
A2AW-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - |
Y2AW-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
|
Shear Plate (Partial Depth) – (Extended) |
Simple Shear | - | - | - | - | - | - |  |
S2W-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - | A2W-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - | Y2W-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear Plate (Partial Depth) – (Extended) - Skewed |
Simple Shear | - | - | - | - | - | - |  |
S2AW-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - |
A2AW-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - |
Y2AW-C2 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear Plate (Full Depth) – (Extended) |
Simple Shear | - | - | - | - | - | - |  |
S2W-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - |
A2W-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - |
Y2W-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear Plate (Full Depth) – (Extended) - Skewed |
Simple Shear | - | - | - | - | - | - |  |
S2AW-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th |
| Shear with Axial Load | - | - | - | - | - |
A2AW-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
- | - | - | - |
Y2AW-C3 |
182 187 |
Stiffener Plate | - | 14th & 15th | |||
|
One way W Beam with End Plate to W Column |
Type of Shear Connections | Beam Flange Connection |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
|
Sketch |
Code |
Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
End Plate
|
Simple Shear |
- |
 |
S2F-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) |  |
S2W-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th |
| Shear with Axial Load | - |
A2F-E1 |
29 32 101 111 144 |
- | - | A2W-E1 |
29 32 101 111 144 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- |
Y2F-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | Y2W-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th | |||
|
Shear with Horizontal Load Connection |
Directly Welded |
 |
HS2F-E1D1 |
29 32 101 111 144 |
- | - |  |
HS2W-E1D1 |
29 32 101 111 144 |
- | - | 14th & 15th | |
| End Plate (Skewed) |
Simple Shear |
- |
 |
S2AF-E1 |
29 32 101 111 144 |
- | - | - | - | - | - | - | 14th & 15th |
|
Two way W Beam with End Plate to W Column |
Type of Shear Connections | Beam Flange Connection |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||
|
Sketch |
Code |
Tekla Plugins | Primary | Secondary | Sketch | Code | Tekla Plugins | Primary | Secondary | ||||
|
End Plate |
Simple Shear |
- |
- |
- |
- |
- | - |  |
2S2W-E1 |
24 34 112 115 142 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th |
| Shear with Axial Load | - |
- |
- |
- | - | 2A2W-E1 |
24 34 112 115 142 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th | |||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | 2Y2W-E1 |
24 34 112 115 142 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th | |||
| Shear with Horizontal Load Connection | Directly Welded | - | - | - | - | - |  |
2HS2W-E1D1 |
24 34 112 115 142 |
- | - | 14th & 15th | |
W Beam to HSS Column Wall
|
One way W Beam to HSS Column Wall |
Sketch | Type of Shear Connections |
Rectangular/Square HSS Column Wall |
Supported Reinforcement | Sketch | Round HSS Column Wall | Supported Reinforcement | AISC Edition | ||||
|
Code |
Tekla Plugins | Primary | Secondary | Code | Tekla Plugins | Primary | Secondary | |||||
|
Single Angle (Bolted/Welded)
|
 |
Simple Shear |
S2H-B3 |
141 |
- | - | - | - | - | - | 14th & 15th | |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | - | - | - | |||||||
| Shear with Axial Load |
- |
- | - | - | - | - | - | - | - | |||
| - | - | - | - | - | - | |||||||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | - | - | - | - | |||
| - | - | - | - | - | - | |||||||
| Double Angle (Bolted/Welded) |  |
Simple Shear | S2H-A3 | 141 | - | - | - | - | - | - | 14th & 15th | |
| *GIZA1 | Doubler Plate | |||||||||||
|
Shear Plate (Regular) |
 |
Simple Shear | S2H-C1 |
146 182 186 187 188 |
- | - |  |
S2C-C1 |
146 182 186 187 188 |
- | - | 14th & 15th |
| Shear with Axial Load | A2H-C1 |
146 182 186 187 188 |
- | - | A2C-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
Y2H-C1 |
146 182 186 187 188 |
- | - | Y2C-C1 |
146 182 186 187 188 |
- | - | 14th & 15th | |||
| Shear Plate (Through Plate) |  |
Simple Shear |
S2H-C4 |
47 189 |
- | - |  |
S2C-C4 |
47 189 |
- | - | 14th & 15th |
| Shear with Axial Load |
A2H-C4 |
47 189 |
- | - | A2C-C4 |
47 189 |
- | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
Y2H-C4 |
47 189 |
- | - | Y2C-C4 |
47 189 |
- | - | 14th & 15th | |||
|
Two way W Beam to HSS Column Wall |
Sketch | Type of Shear Connections |
Rectangular/Square HSS Column Wall |
Supported Reinforcement | Sketch | Round HSS Column Wall | Supported Reinforcement | AISC Edition | ||||
|
Code |
Tekla Plugins | Primary | Secondary | Code | Tekla Plugins | Primary | Secondary | |||||
|
Shear Plate (Through Plate) |
 |
Simple Shear |
2S2H-C4 |
47 189 |
- | - |  |
2S2C-C4 |
47 189 |
- | - | 14th & 15th |
| Shear with Axial Load |
2A2H-C4 |
47 189 |
- | - | 2A2C-C4 |
47 189 |
- | - | 14th & 15th | |||
|
Shear with Structural Integrity Requirement |
2Y2H-C4 |
47 189 |
- | - | 2Y2C-C4 |
47 189 |
- | - | 14th & 15th | |||
W Beam to Concrete
| One way W Beam to Concrete | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
|
Primary |
Secondary | ||||||
|
Single Angle (Bolted/Welded) – Embed Plate |
 |
Simple Shear |
S2P-B3 |
1069 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
|
Double Angle (Bolted/Welded) – Embed Plate |
 |
Simple Shear |
S2P-A3 | 1069 | - | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Shear Plate – Embed Plate |  |
Simple Shear |
S2P-C1 |
1069 | - | - | 14th & 15th |
|
Shear with Axial Load |
A2P-C1 | 1069 | - | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2P-C1 | 1069 | - | - | 14th & 15th | ||
Beam Splice
| W Beam Splice | Sketch | Type of Shear Connections | Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Web Plate (Bolted/Bolted) |  |
Simple Shear |
S2-G1 |
56 62 77 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
| Web Plate (Bolted/Welded) |  |
Simple Shear |
S2-G2 |
33 77 |
- | - | 14th & 15th |
|
Shear with Axial Load |
- | - | - | - | - | ||
|
Shear with Structural Integrity Requirement |
- | - | - | - | - | ||
*Giza components are only available with Tekla Structures v20.0 and up
List of Supported Moment Connections
Flange Plate
Regular Connections
|
W Beam to W Column Flange |
|||||||
| Double Angle (Bolted/Bolted) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
M2F-A1B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2F-A1B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BF-A1B1 | 2 Sided Beam to Column Flg MC (1) Use 141 | Stiffener Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
2M2CF-A1B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Double Angle (Welded/Bolted) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
|
Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
M2F-A2B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2F-A2B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BF-A2B1 | 2 Sided Beam to Column Flg MC (1) Use 141 | Stiffener Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
2M2CF-A2B1 | *GIZA5 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
|
Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
M2F-C1B1 | 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2F-C1B1 | 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BF-C1B1 | 2 Sided Beam to Column Flg MC (1) Use 188 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
|
W Beam to W Column Web |
|||||||
| Shear Plate (Full Depth) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
M2W-C3B1 | 134 | Stiffener Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2W-C3B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BW-C3B1 | 2 Sided Beam to Column Web MC (1) Use 134 | - | Plate Reinforcement | 14th & 15th |
|
W Beam to Column Flange and Column Web |
|||||||
| Shear Plate (Regular) & Shear Plate (Full Depth) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Two-Way (Mid Condition) Perpendicular | Flange Plate (Bolted) |  |
LM2-CB1 | 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Flange Plate (Bolted) |  |
LM2B-CB1 | 1 Sided Beam to Column Flg MC Use 182+1 Sided Beam to Column Web MC, Use 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) | Flange Plate (Bolted) |  |
3M2F-CB1 | 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
3M2CF-CB1 | 134 | Stiffener Plate, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) | Flange Plate (Bolted) |  |
3M2W-CB1 | 134 | Doubler Plate | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
3M2CW-CB1 | 134 | Doubler Plate | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) | Flange Plate (Bolted) |  |
4M2-CB1 | 134 | Doubler Plate | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
4M2C-CB1 | 134 | Doubler Plate | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) | Flange Plate (Bolted) |  |
4M2B-CB1 | - | Doubler Plate | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
4M2D-CB1 | - | Doubler Plate | Plate Reinforcement | 14th & 15th |
|
W Beam to HSS Column Wall |
|||||||
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
M2H-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2H-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
2M2CH-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BH-C1B1 | *GIZA 19 2 Sided Beam to Column Flg MC (1) using 146 (For Tekla 2017 and below) | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
2M2DH-C1B1 | *GIZA 19 2 Sided Beam to Column Flg MC (1) using 146 (For Tekla 2017 and below) | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) Perpendicular | Flange Plate (Bolted) |  |
LM2H-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Flange Plate (Bolted) |  |
LM2BH-C1B1 | *GIZA20 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Top Condition) | Flange Plate (Bolted) |  |
3M2BH-C1B1 | *GIZA21 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
3M2DH-C1B1 | *GIZA21 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) | Flange Plate (Bolted) |  |
3M2H-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
3M2CH-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) | Flange Plate (Bolted) |  |
4M2BH-C1B1 | - | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
4M2DH-C1B1 | - | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) | Flange Plate (Bolted) |  |
4M2H-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted) |  |
4M2CH-C1B1 | 134 | - | Plate Reinforcement | 14th & 15th |
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted Wrap - Around ) |  |
M2H-C1B2 | *GIZA14 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted Wrap - Around ) |  |
2M2H-C1B2 | *GIZA15 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
2M2CH-C1B2 | *GIZA15 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted Wrap - Around ) |  |
2M2BH-C1B2 | *GIZA19 | - | Plate Reinforcement | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
2M2DH-C1B2 | *GIZA19 | - | Plate Reinforcement | 14th & 15th |
| Two-way (Mid Condition) Perpendicular | Flange Plate (Bolted Wrap - Around ) |  |
LM2H-C1B2 | *GIZA16 | - | Plate Reinforcement | 14th & 15th |
| Two-way (Top Condition) Perpendicular | Flange Plate (Bolted Wrap - Around ) |  |
LM2BH-C1B2 | *GIZA20 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Top Condition) | Flange Plate (Bolted Wrap - Around ) |  |
3M2BH-C1B2 | *GIZA21 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
3M2DH-C1B2 | *GIZA21 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) | Flange Plate (Bolted Wrap - Around ) |  |
3M2H-C1B2 | *GIZA17 | - | Plate Reinforcement | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
3M2CH-C1B2 | *GIZA17 | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) | Flange Plate (Bolted Wrap - Around ) |  |
4M2BH-C1B2 | - | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
4M2DH-C1B2 | - | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) | Flange Plate (Bolted Wrap - Around ) |  |
4M2H-C1B2 | - | - | Plate Reinforcement | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Flange Plate (Bolted Wrap - Around ) |  |
4M2CH-C1B2 | - | - | Plate Reinforcement | 14th & 15th |
Seismic (SMF) Connections
|
W Beam to W Column Flange |
|||||||
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Bolted) |  |
E1-B1 | 134 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2E1-B1 | 134 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2E1B-B1 | - | Stiffener Plate, Doubler Plate | - | 14th & 15th |
Splice Connections
|
W Beam Splice |
|||||||
| Web Plate | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Web Plate (Bolted) | Flange Plate (Bolted) |  |
M2-G1B1 |
62 77 |
- | - | 14th & 15th |
|
Web Plate (Bolted/Welded) |
Flange Plate (Bolted) |  |
M2-G2B1 | 77 | - | - | 14th & 15th |
|
W Beam Splice |
|||||||
| Web Plate | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Web Plate (Bolted) | Flange Plate (Welded) |  |
M2-G1B3 | 77 | - | - | 14th & 15th |
| Web Plate (Bolted/Welded) | Flange Plate (Welded) |  |
M2-G2B3 | 77 | - | - | 14th & 15th |
|
W Column Splice |
|||||||
| Web Plate | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Web Plate (Bolted) | Flange Plate (Bolted) |  |
CM2-G1B1 |
42 77 132 |
- | - | 14th & 15th |
|
W Column Splice |
|||||||
| Web Plate | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Web Plate (Bolted) | Flange Plate (Bolted/Welded) |  |
CM2-G1B4 |
77 132 |
- | - | 14th & 15th |
Directly Welded
Regular Connections
|
W Beam to W Column Flange |
|||||||
|
Double Angle (Bolted/Bolted) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
M2F-A1A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2F-A1A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-A1A | 141 +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-A1A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-A1A | 141+1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Double Angle (Welded/Bolted) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
M2F-A2A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition | Directly Welded |  |
2M2F-A2A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-A2A | 141 +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-A2A | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-A2A | 141 +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Shear Plate(Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
M2F-C1A |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2F-C1A |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-C1A | (182 Or 188) +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-C1A |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-C1A | (182 Or 188) +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
W Beam to W Column Web |
|||||||
|
Shear Plate(Full Depth) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
M2W-C3A | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2W-C3A | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BW-C3A | 182+1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CW-C3A | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DW-C3A | 182+1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
W Beam to Column Flange and Column Web |
|||||||
|
Shear Plate (Regular) & Shear Plate(Full Depth) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Two-Way (Mid Condition) Perpendicular | Directly Welded |  |
LM2-CA | 182(For Flange/Web) 188(For Flange) | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Directly Welded |  |
LM2B-CA | 182 (For Flange/Web) + 1002 188 (For Flange) + 1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2W-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BW-CA |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CW-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DW-CA |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2F-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BF-CA |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CF-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DF-CA |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Mid Condition) | Directly Welded |  |
4M2-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Top Condition) | Directly Welded |  |
4M2B-CA |
146 182 188 + 1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
4M2C-CA |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
4M2D-CA |
146 182 188 + 1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
W Beam to HSS Column Wall |
|||||||
|
Shear Plate (Regular) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
M2H-C1A |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2H-C1A |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CH-C1A |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BH-C1A |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DH-C1A |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) Perpendicular | Directly Welded |  |
LM2H-C1A |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Directly Welded |  |
LM2BH-C1A |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BH-C1A |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DH-C1A |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2H-C1A |
182 188 146 |
- | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CH-C1A |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
4M2CH-C1A |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
4M2DH-C1A |
146 182 188 + 1002 |
- | - | 14th & 15th |
| Four-Way (Mid Condition) | Directly Welded |  |
4M2H-C1A |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Top Condition) | Directly Welded |  |
4M2BH-C1A |
146 182 188 + 1002 |
- | - | 14th & 15th |
Seismic (SMF) Connections
|
W Beam to W Column Flange |
|||||||
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded |  |
E1-A | *GIZA22 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2E1-A | *GIZA22 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2E1B-A | *GIZA22 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
Splice Connections
|
W Beam Splice |
|||||||
| Web Plate | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Web Plate (Bolted/Bolted) | Directly Welded |  |
M2-G1A | 77 | - | - | 14th & 15th |
| Web Plate (Bolted/Welded) | Directly Welded |  |
M2-G2A | 77 | - | - | 14th & 15th |
End Plate
Regular Connections
|
W Beam to W Column Flange |
|||||||
|
End Plate (4 Bolts) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | End Plate (4 Bolts) |  |
M2F-E1C1 |
29 101 111 144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) | End Plate (4 Bolts) |  |
2M2F-E1C1 |
29 101 111 144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | End Plate (4 Bolts) |  |
2M2CF-E1C1 |
144 |
Stiffener Plate, Doubler Plate | End Plate Stiffener | 14th & 15th |
|
End Plate (8 Bolts) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | End Plate (8 Bolts) |  |
M2F-E1C2 |
144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) | End Plate (8 Bolts) |  |
2M2F-E1C2 |
144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | End Plate (8 Bolts) |  |
2M2CF-E1C2 |
144 |
Stiffener Plate Doubler Plate | End Plate Stiffener | 14th & 15th |
Seismic (SMF) Connections
|
W Beam to W Column Flange |
|||||||
|
End Plate (4 Bolts) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | End Plate (4 Bolts) |  |
E1-C1 |
29 101 111 144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) | End Plate (4 Bolts) |  |
2E1-C1 |
29 101 111 144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
|
End Plate (8 Bolts) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | End Plate (8 Bolts) |  |
E1-C2 |
144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
| Two-Way (Mid Condition) | End Plate (8 Bolts) |  |
2E1-C2 |
144 |
Stiffener Plate, Doubler Plate (1022) | End Plate Stiffener | 14th & 15th |
*Giza components are only available with Tekla Structures v20.0 and up
List of Supported Vertical Brace Connections
V1- HSS Brace (Directly Welded to Gusset Plate, Knife and Splice Plate to Gusset Plate)
Regular Connections
|
One Way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
|
HSS Chevron Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
|
V1G-D1BC |
20 |
- |
- |
- | Stiffener Plate (1064), Doubler Plate (1022) | Cover Plate (GIZA2) | 14th & 15th |
| HSS Chevron Brace (Directly Welded to Gusset Plate) | 2 Brace |
|
V1G-D1BD |
11 |
- |
- |
- | Stiffener Plate (1064), Doubler Plate (1022) | Cover Plate (GIZA2) | 14th & 15th |
| HSS Chevron Brace (Knife Plate to Gusset Plate) | 2 Brace |  |
V1G-D1BF |
20 *GIZA 2 |
- | - | - | Stiffener Plate (1064), Doubler Plate (1022) | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Knife and Splice Plate to Gusset Plat) | 1 Brace |  |
V1G-D1AC |
20 |
- | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Knife Plate to Gusset Plate) | 1 Brace |  |
V1G-D1AF | 20 | - | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V1G-D1AD | 11 | - | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
|
Two Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
V1F-A2CD |
60+141 |
|
V1W-A2CD |
60 + (141 or 143) |
- | - | Cover Plate (GIZA2) | 14th & 15th |
|
2 Brace |
|
V1F-A2DD |
60+141 |
|
V1W-A2DD |
60 + (141 or 143) |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
|
HSS Brace (Knife and Splice Plate)
|
1 Brace |  |
V1F-A2CC |
59+141 |
 |
V1W-A2CC |
59 + (141 or 143) |
- | - | Cover Plate (GIZA2) | 14th & 15th |
|
2 Brace |
|
V1F-A2DC |
59+141 |
|
V1W-A2DC |
59 + (141 or 143) |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
| HSS Brace (Knife Plate to Gusset Plate) | 1 Brace |  |
V1F-A2CF |
59+141 *GIZA 1 *GIZA 2 |
 |
V1W-A2CF |
59+(141 Or 143) *GIZA 1 *GIZA 2 |
- | - | Cover Plate (Giza2) | 14th & 15th |
| 2 Brace |  |
V1F-A2DF |
59+141 *GIZA 1 *GIZA 2 |
|
V1W-A2DF |
59+(141 Or 143) *GIZA 1 *GIZA 2 |
- | - | Cover Plate (Giza2) | 14th & 15th | |
|
Two Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| HSS Brace (Knife and Splice Plate) | 1 Brace |  |
V1F-D1EC |
*GIZA11 20 + Base Plate |
 |
- | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
| - | - | V1W-D1EC | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th | ||||
| *GIZA11 | - | Stiffener Plate | |||||||||
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V1F-D1ED |
*GIZA8 11 + Base Plate |
 |
- | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
| - | - | V1W-D1ED | 11 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th | ||||
| *GIZA8 | - | Stiffener Plate | |||||||||
| HSS Brace (Knife Plate) | 1 Brace |  |
V1F-D1EF |
*GIZA11 20 + Base Plate |
 |
- | - | - | - | Cover Plate (GIZA2) | 14th & 15th |
| - | - | V1W-D1EF | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th | ||||
| *GIZA11 | - | Stiffener Plate | |||||||||
|
One-Way Gusset Plate Connection to W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| HSS Brace (Knife and Splice Plate) | 1 Brace |  |
V1F-D1AC | 20 |  |
V1W-D1AC | 20 | - | Stiffener Plate | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V1F-D1AD | 11 |  |
V1W-D1AD | 11 | - | Stiffener Plate | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Knife Plate) | 1 Brace |  |
V1F-D1AF | 20 |  |
V1W-D1AF | 20 | - | Stiffener Plate | Cover Plate (GIZA2) | 14th & 15th |
|
Two Way Gusset Plate Connection to W Beam and HSS Column Wall |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch |
Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
|
V1H-C1CD |
146+60 182+60 186+60 187+60 188+60 |
|
V1C-C1CD |
146+60 182+60 186+60 187+60 188+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
|
2 Brace |
|
V1H-C1DD |
146+60 182+60 186+60 187+60 188+60 |
|
V1C-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
|
HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate)
|
1 Brace |  |
V1H-C4CD |
47+60 189+60 |
|
V1C-C4CD |
47+60 189+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
|
2 Brace |
|
V1H-C4DD |
47+60 189+60 |
|
V1C-C4DD |
47+60 189+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
|
HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
1 Brace |  |
V1H-C1CC |
146+59 182+59 186+59 187+59 188+59 |
 |
V1C-C1CC |
146+59 182+59 186+59 187+59 188+59 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
| 2 Brace |  |
V1H-C1DC |
146+59 182+59 186+59 187+59 188+59 |
 |
V1C-C1DC |
146+59 182+59 186+59 187+59 188+59 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
|
Two Way Gusset Plate Connection to Base Plate and HSS Column Wall |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | |||||
|
HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
V1H-D1EC |
20 + Base Plate |
|
V1C-D1EC |
20 + Base Plate |
- | - | Cover Plate (GIZA2) | 14th & 15th |
|
HSS Brace (Knife and Splice Plate to Gusset Plate) with Gusset Plate (Through Plate) |
1 Brace |
 |
V1H-F1EC |
20 + Base Plate |
|
V1C-F1EC |
20 + Base Plate |
- | - | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V1H-D1ED |
11 + Base Plate |  |
V1C-D1ED | 11 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
|
HSS Brace (Directly Welded to Gusset Plate) with Gusset Plate (Through Plate) |
1 Brace |  |
V1H-F1ED | 11 + Base Plate |  |
V1C-F1ED | 11 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
|
HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |  |
V1H-D1EF |
20 + Base Plate |  |
V1C-D1EF | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
|
HSS Brace (Knife Plate to Gusset Plate) with Gusset Plate (Through Plate) |
1 Brace |  |
V1H-F1EF |
20 + Base Plate |  |
V1C-F1EF | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
Seismic (OCBF) Connections
|
One Way Gusset Plate Connection to W Girder(Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
| HSS Chevron Brace (Knife and Splice Plate to Gusset Plate) | 2 Brace |  |
C11G-D1BC | 20 | - | - | - | Stiffener Plate, Doubler Plate | Cover Plate (GIZA2) | 14th & 15th |
| HSS Chevron Brace (Directly Welded to Gusset Plate) | 2 Brace |  |
C11G-D1BD | 11 | - | - | - | Stiffener Plate, Doubler Plate | Cover Plate (GIZA2) | 14th & 15th |
|
Two Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11F-A2CD |
60+141 |  |
C11W-A2CD | 60+(141 Or 143) | - | - | Cover Plate (Giza2) | 14th & 15th |
|
2 Brace |
 |
C11F-A2DD | 60+141 |  |
C11W-A2DD | 60+(141 Or 143) | - | - | Cover Plate (Giza2) | 14th & 15th | |
| HSS Brace (Knife and Splice Plate) | 1 Brace | |
C11F-A2CC | 59+141 | |
C11W-A2CC | 59+(141 Or 143) | - | - | Cover Plate (Giza2) | 14th & 15th |
| 2 Brace |  |
C11F-A2DC | 59+141 |  |
C11W-A2DC | 59+(141 Or 143) | - | - | Cover Plate (Giza2) | 14th & 15th | |
|
Two Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| HSS Brace (Knife and Splice Plate) | 1 Brace | |
C11F-D1EC |
*GIZA11 20 + Base Plate |
|
- | - | - | - | Cover Plate (Giza2) | 14th & 15th |
| - | - | C11W-D1EC | 20 + Base Plate | - | - | Cover Plate (Giza2) | 14th & 15th | ||||
| *GIZA11 | - | Stiffener Plate | |||||||||
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace | |
C11F-D1ED |
*GIZA8 11 + Base Plate |
|
- | - | - | - | Cover Plate (Giza2) | 14th & 15th |
| - | - | C11W-D1ED | 11 + Base Plate | - | - | Cover Plate (Giza2) | 14th & 15th | ||||
| *GIZA8 | - | Stiffener Plate | |||||||||
| HSS Brace (Knife Plate) | 1 Brace | |
C11F-D1EF |
*GIZA11 20 + Base Plate |
|
- | - | - | - | Cover Plate (Giza2) | 14th & 15th |
| - | - | C11W-D1EF | 20 + Base Plate | - | - | Cover Plate (Giza2) | 14th & 15th | ||||
| *GIZA11 | - | Stiffener Plate | |||||||||
|
Two Way Gusset Plate Connection to W Beam and HSS Column Wall |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch |
Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) | 1 Brace |  |
C11H-C1CD |
146+60 182+60 186+60 187+60 188+60 |
 |
C11C-C1CD |
146+60 182+60 186+60 187+60 188+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
| 2 Brace |  |
C11H-C1DD |
146+60 182+60 186+60 187+60 188+60 |
 |
C11C-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
| HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) | 1 Brace |  |
C11H- C4CD |
47+60 189+60 |
 |
C11C-C4CD |
47+60 189+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
| 2 Brace |  |
C11H- C4DD |
47+60 189+60 |
 |
C11C-C4DD |
47+60 189+60 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
| HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) | 1 Brace | |
C11H-C1CC |
146+59 182+59 186+59 187+59 188+59 |
|
C11C-C1CC |
146+59 182+59 186+59 187+59 188+59 |
- | - | Cover Plate (GIZA2) | 14th & 15th |
| 2 Brace | |
C11H-C1DC |
146+59 182+59 186+59 187+59 188+59 |
|
C11C-C1DC |
146+59 182+59 186+59 187+59 188+59 |
- | - | Cover Plate (GIZA2) | 14th & 15th | |
|
Two Way Gusset Plate Connection to Base Plate and HSS Column Wall |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| HSS Brace (Knife and Splice Plate to Gusset Plate) | 1 Brace |  |
C11H-D1EC | 20 + Base Plate |  |
C11C-D1EC | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Knife and Splice Plate to Gusset Plate) with Gusset Plate (Through Plate) | 1 Brace | |
C11H-F1EC | 20 + Base Plate |  |
C11C-F1EC | 20 + Base Plate | - | - | Cover Plate (GIZA2) | 14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace | |
C11H-D1ED | 11 + Base Plate | |
C11C-D1ED | 11 + Base Plate | - | - | Cover Plate (GIZA2 | 14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) with Gusset Plate (Through Plate) | 1 Brace | |
C11H-F1ED | 11 + Base Plate | |
C11C-F1ED | 11 + Base Plate | - | - | Cover Plate (GIZA2 | 14th & 15th |
| HSS Brace (Knife Plate to Gusset Plate) | 1 Brace | |
C11H-D1EF | 20 + Base Plate | |
C11C-D1EF | 20 + Base Plate | - | - | Cover Plate (GIZA2 | 14th & 15th |
| HSS Brace (Knife Plate to Gusset Plate) with Gusset Plate (Through Plate) | 1 Brace | |
C11H-F1EF | 20 + Base Plate | |
C11C-F1EF | 20 + Base Plate | - | - | Cover Plate (GIZA2 | 14th & 15th |
V2- W Brace (Bolted Flange Claw Angles & Web Plates to Gusset)
Regular Connections
|
One-Way Gusset Plate Connection to W Girder |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2G-D1AB |
62 |
- |
- |
- | - | - | 14th & 15th |
|
W Chevron Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
2 Brace |  |
V2G-D1BB |
62 |
- |
- |
- | Stiffener Plate (1003), Doubler Plate(1022) | - | 14th & 15th |
|
Two Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2F-A2CB |
58 + 141 |
|
V2W-A2CB |
58 + (141 or 143) |
- | - | - | 14th & 15th |
|
2 Brace |
|
V2F-A2DB |
58 + 141 |
|
V2W-A2DB |
58 + (141 or 143) |
- | - | - | 14th & 15th | |
|
Two Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2F-C1CB |
58 + (146 or 182) |
- |
- |
- |
- | - | - | 14th & 15th |
|
2 Brace |
|
V2F-C1DB |
58 + (146 or 182) |
- |
- |
- |
- | - | - | 14th & 15th | |
|
One-Way Gusset Plate Connection to W Column |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2F–D1AB |
62 |
|
V2W–D1AB |
62 |
- | Stiffener Plate | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
 |
V2F-D1EB |
*GIZA12 62 + Base Plate |
 |
- |
- |
- | - | - | 14th & 15th |
|
- |
- |
V2W-D1EB |
*GIZA12 62 + Base Plate |
- | Stiffener Plate | - | 14th & 15th | ||||
|
Two Way Gusset Plate Connection to W Beam and HSS Column Wall with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
|
V2H-C1CB |
146+58 182+58 186+58 187+58 188+58 |
|
V2C-C1CB |
146+58 182+58 186+58 187+58 188+58 |
- | - | - | 14th & 15th |
|
2 Brace |
|
V2H-C1DB |
146+58 182+58 186+58 187+58 188+58 |
|
V2C-C1DB |
146+58 182+58 186+58 187+58 188+58 |
- | - | - | 14th & 15th | |
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |  |
V2H-C4CB |
47+58 189+58 |
|
V2C-C4CB |
47+58 189+58 |
- | - | - | 14th & 15th |
|
2 Brace |
|
V2H-C4DB |
47+58 189+58 |
|
V2C-C4DB |
47+58 189+58 |
- | - | - | 14th & 15th | |
|
One-Way Gusset Plate Connection to HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2H-D1AB |
62 |
|
V2C-D1AB |
62 |
- | - | - | 14th & 15th |
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Gusset Plate (Through Plate) |
1 Brace |  |
V2H-F1AB |
62 |
|
V2C-F1AB |
62 |
- | - | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) |
1 Brace |
|
V2H-D1EB |
62 + Base Plate |
|
V2C-D1EB |
62 + Base Plate |
- | - | - | 14th & 15th |
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Gusset Plate (Through Plate) | 1 Brace |  |
V2H-F1EB | 62 + Base Plate |
|
V2C-F1EB |
62 + Base Plate | - | - | - | 14th & 15th |
Seismic (OCBF) Connections
|
One-Way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
| W Chevron Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) | 2 Brace | |
C12G-D1BB | 62 | - | - | - | Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
Two Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) | 1 Brace |  |
C12F-A2CB | 58 + 141 |  |
C12W-A2CB | 58 + (141 Or 143) | - | - | - | 14th & 15th |
| 2 Brace |  |
C12F-A2DB | 58 + 141 |  |
C12W-A2DB | 58 + (141 Or 143) | - | - | - | 14th & 15th | |
|
Two Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) | 1 Brace |  |
C12F-C1CB | 58 + (146 Or 182) | - | - | - | - | - | - | 14th & 15th |
| 2 Brace |  |
C12F-C1DB | 58 + (146 Or 182) | - | - | - | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) | 1 Brace | |
C12F-D1EB |
*GIZA12 62 + Base Plate |
|
- | - | - | - | - | 14th & 15th |
| - | - | C12W-D1EB |
*GIZA12 62 + Base Plate |
- | Stiffener Plate | - | 14th & 15th | ||||
|
Two Way Gusset Plate Connection to W Beam and HSS Column Wall with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Shear Plate (Regular) | 1 Brace |  |
C12H-C1CB |
146+58 182+58 186+58 187+58 188+58 |
 |
C12C-C1CB |
146+58 182+58 186+58 187+58 188+58 |
- | - | - | 14th & 15th |
| 2 Brace |  |
C12H-C1DB |
146+58 182+58 186+58 187+58 188+58 |
 |
C12C-C1DB |
146+58 182+58 186+58 187+58 188+58 |
- | - | - | 14th & 15th | |
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Shear Plate (Through Plate | 1 Brace | |
C12H-C4CB |
47+58 189+58 |
 |
C12C-C4CB |
47+58 189+58 |
- | - | - | 14th & 15th |
| 2 Brace |  |
C12H-C4DB |
47+58 189+58 |
 |
C12C-C4DB |
47+58 189+58 |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) | 1 Brace |  |
C12H-D1EB | 62 + Base Plate |  |
C12C-D1EB | 62 + Base Plate | - | - | - | 14th & 15th |
| W Brace (Bolted Flange Claw Angles and Web Plates to Gusset Plate) with Gusset Plate (Through Plate) | 1 Brace | |
C12H-F1EB | 62 + Base Plate |  |
C12C-F1EB | 62 + Base Plate | - | - | - | 14th & 15th |
V3 – Single Angle Brace (Directly Bolted to Gusset Plate)
Regular Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3G-D1AA |
11 196 |
- |
- |
- | - | - | 14th & 15th |
|
Single Angle Chevron Brace (Directly Bolted to Gusset Plate) |
2 Brace |
|
V3G-D1BA |
11 196 |
- |
- |
- | Stiffener Plate (1003), Doubler Plate(1022) | - | 14th & 15th |
|
One-way Gusset Plate Connection to W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3F-D1AA |
11 196 |
|
V3W-D1AA |
11 196 |
- | Stiffener Plate | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Bolted/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3F-A1CA |
60 + 141 |
|
V3W-A1CA |
60 + (141 or 143) |
- | - | - | 14th & 15th |
|
2 Brace |
|
V3F-A1DA |
60 + 141 |
|
V3W-A1DA |
60 + (141 or 143) |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Single Angle Brace (Directly Bolted to Gusset Plate |
1 Brace |
|
V3F-A2CA |
60 + 141 |
|
V3W-A2CA |
60 + (141 or 143) |
- | - | - | 14th & 15th |
|
2 Brace |
|
V3F-A2DA |
60 + 141 |
|
V3W-A2DA |
60 + (141 or 143) |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3F-C1CA |
60 + 146 |
- |
- |
- | - | - | 14th & 15th | |
|
2 Brace |
|
V3F-C1DA |
60 + 146 |
- |
- |
- | - | - | 14th & 15th | ||
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
 |
V3F-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
- |
- |
- |
- |
- | 14th & 15th |
|
- |
V3W-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | ||||||
|
One-way Gusset Plate Connection to HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3H-D1AA |
11 196 |
|
V3C-D1AA |
11 196 |
- |
- |
- | 14th & 15th |
|
Single Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) |
1 Brace |  |
V3H-F1AA |
11 196 |
 |
V3C-F1AA |
11 196 |
- | - | - | 14th & 15th |
|
Two-way Gusset Plate Connection to HSS Column Wall (Directly Welded) with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3H-C1CA |
60 + 146 |
|
V3C-C1CA |
60 + 146 |
- |
- |
- | 14th & 15th |
| 2 Brace |  |
V3H-C1DA |
60 + 146 |
|
V3C-C1DA |
60 + 146 |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Single Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V3H-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
V3C-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- |
- |
- | 14th & 15th |
|
Single Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) |
1 Brace |  |
V3H-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
V3C-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
Seismic (OCBF) Connections
|
One-Way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
| Single Angle Chevron Brace (Directly Bolted to Gusset Plate) | 2 Brace |  |
C13G-D1BA |
11 196 |
- | - | - | Stiffener Plate, Doubler | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column With Double Angle (Bolted/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C13F-A1CA | 60 + 141 |  |
C13W-A1CA | 60 + (141 Or 143) | - | - | - | 14th & 15th |
| 2 Brace |  |
C13F-A1DA | 60 + 141 |  |
C13W-A1DA | 60 + (141 Or 143) | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C13F-A2CA | 60 + 141 |  |
C13W-A2CA | 60 + (141 Or 143) | - | - | - | 14th & 15th |
| 2 Brace |  |
C13F-A2DA | 60 + 141 |  |
C13W-A2DA | 60 + (141 Or 143) | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C13F-C1CA | 60 + 146 | - | - | - | - | - | - | 14th & 15th |
| 2 Brace |  |
C13F-C1DA | 60 + 146 | - | - | - | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Tekla Plugins |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace | |
C13F-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
- | - | - | - | - | 14th & 15th |
| - | - | C13W-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | |||||
|
Two-way Gusset Plate Connection to HSS Column Wall (Directly Welded) with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Tekla Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C13H-C1CA | 60 + 146 |  |
C13C-C1CA | 60 + 146 | - | - | - | 14th & 15th |
| 2 Brace | |
C13H-C1DA | 60 + 146 |  |
C13C-C1DA | 60 + 146 | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| Single Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C13H-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
C13C-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
| Single Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) | 1 Brace | |
C13H-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
C13C-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
V4 – Double Angle Brace (Directly Bolted to Gusset Plate)
Regular Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugin |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4G-D1AA |
11 196 |
- |
- |
- | - | - | 14th & 15th |
|
Double Angle Chevron Brace (Directly Bolted to Gusset Plate) |
2 Brace |
|
V4G-D1BA |
11 196 |
- |
- |
- | Stiffener Plate (1003), Doubler Plate(1022) | - | 14th & 15th |
|
One-way Gusset Plate Connection to W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4F-D1AA |
11 196 |
|
V4W-D1AA |
11 196 |
- | Stiffener Plate | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Bolted/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4F-A1CA |
60 + 141 |
|
V4W-A1CA |
60 + (141 or 143) |
- | - | - | 14th & 15th |
|
2 Brace |
|
V4F-A1DA |
60 + 141 |
|
V4W-A1DA |
60 + (141 or 143) |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4F-A2CA |
60 + 141 |
|
V4W-A2CA |
60 + (141 or 143) |
- | - | - | 14th & 15th |
|
2 Brace |
|
V4F-A2DA |
60 + 141 |
|
V4W-A2DA |
60 + (141 or 143) |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4F-C1CA |
60 + 146 |
- |
- |
- |
- | - | - | 14th & 15th |
|
2 Brace |
|
V4F-C1DA |
60 + 146 |
- |
- |
- |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
 |
V4F-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
- | - | - | - | - | 14th & 15th |
|
- |
- |
V4W-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | |||||
|
One-way Gusset Plate Connection to HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugin |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4H-D1AA |
11 196 |
|
V4C-D1AA |
11 196 |
- |
- |
- | 14th & 15th |
|
Double Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) |
1 Brace |  |
V4H-F1AA |
11 196 |
|
V4C-F1AA |
11 196 |
- | - | - | 14th & 15th |
|
Two-way Gusset Plate Connection to HSS Column Wall (Directly Welded) with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugin |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4H-C1CA |
60 + 146 |
|
V4C-C1CA |
60 + 146 |
- |
- |
- | 14th & 15th |
| 2 Brace |  |
V4H-C1DA |
60 + 146 |
|
V4C-C1DA |
60 + 146 |
- | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugin |
Code | Tekla Plugins | Beam | Column | Brace | |||||
|
Double Angle Brace (Directly Bolted to Gusset Plate) |
1 Brace |
|
V4H-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
V4C-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- |
- |
- | 14th & 15th |
|
Double Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) |
1 Brace |  |
V4H-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
V4C-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
Seismic (OCBF) Connections
|
One-Way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugin |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
|
Double Angle Chevron Brace (Directly Bolted to Gusset Plate) |
2 Brace |  |
C14G-D1BA |
11 196 |
- | - | - | Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column With Double Angle (Bolted/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C14F-A1CA | 60 + 141 |  |
C14W-A1CA | 60 + (141 Or 143) | - | - | - | 14th & 15th |
| 2 Brace |  |
C14F-A1DA | 60 + 141 |  |
C14W-A1DA | 60 + (141 Or 143) | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C14F-A2CA | 60 + 141 |  |
C14W-A2CA | 60 + (141 Or 143) | - | - | - | 14th & 15th |
| 2 Brace |  |
C14F-A2DA | 60 + 141 |  |
C14W-A2DA | 60 + (141 Or 143) | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Shear Plate |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C14F-C1CA | 60 + 146 | - | - | - | - | - | - | 14th & 15th |
| 2 Brace |  |
C14F-C1DA | 60 + 146 | - | - | - | - | - | - | 14th & 15th | |
|
Two-Way Gusset Plate Connection to Base Plate and W Column (Directly Welded) |
No. of Brace |
Column Flange |
Column Web |
Supported Reinforcement |
AISC Edition |
||||||
| Sketch | Code |
Component/Plugin |
Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace | |
C14F-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
|
- | - | - | - | - | 14th & 15th |
| - | - | C14W-D1EA | 11+ Base Plate 60+ Base Plate 196 + Base Plate | - | Stiffener Plate | - | |||||
|
Two-way Gusset Plate Connection to HSS Column Wall (Directly Welded) with Shear Plate |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C14H-C1CA | 60 + 146 |  |
C14C-C1CA | 60 + 146 | - | - | - | 14th & 15th |
| 2 Brace | |
C14H-C1DA | 60 + 146 |  |
C14C-C1DA | 60 + 146 | - | - | - | ||
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall (Directly Welded) |
No. of Brace |
Sketch |
Rectangular/Square HSS Column Wall |
Sketch | Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Column | Brace | |||||
| Double Angle Brace (Directly Bolted to Gusset Plate) | 1 Brace |  |
C14H-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
C14C-D1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
| Double Angle Brace (Directly Bolted to Gusset Plate) with Gusset plate (Through Plate) | 1 Brace | |
C14H-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
 |
C14C-F1EA |
11+ Base Plate 60+ Base Plate 196 + Base Plate |
- | - | - | 14th & 15th |
V6 – WT Brace (Directly Bolted Flange to Gusset Plate)
Regular Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Supported Reinforcement |
AISC Edition |
|||
| Code |
Component/Plugins |
Beam | Girder | Brace | ||||
|
WT Brace (Directly Bolted Flange to Gusset Plate) |
1 Brace |
|
V6G-D1AA |
11 196 |
- | - | - | 14th & 15th |
| WT Chevron Brace ( Directly Bolted Flange to Gusset Plate) | 2 Brace |
|
V6G-D1BA |
11 196 |
- | Doubler Plate(1022), Stiffener Plate | - | 14th & 15th |
| One-Way Gusset Plate Connection to W Column (Directly Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins |
Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Flange to Gusset Plate) |
1 Brace |  |
V6F-D1AA |
11 196 |
- | - | - |  |
V6W-D1AA |
11 196 |
- | - | - | 14th & 15th |
|
WT Chevron Brace(Directly Bolted Flange to Gusset Plate |
2 Brace |  |
V6F-D1BA |
11 96 |
- | Stiffener Plate, Doubler Plate (1022) | - |  |
V6W-D1BA |
11 196 |
- | - | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle(Welded/Bolted) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Flange to GussetPlate) |
1 Brace |  |
V6F-A2CA | 60 + 141 | - | - | - |  |
V6W-A2CA | 60 + 141 | - | - | - | 14th & 15th |
| K-Brace |  |
V6F-A2DA | 60 + 141 | - | - | - |  |
V6W-A2DA | 60 + 141 | - | - | - | 14th & 15th | |
|
Two-way Gusset Plate Connection to Base Plate and Column(Direct Welded) |
No. Of Brace | Column Flange | Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
| Sketch | Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Flange to Gusset Plate) |
1 Brace |  |
V6F-D1EA |
11+ Base Plate 196 + Base Plate |
- | - | - |  |
V6W-D1EA |
11+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | 14th & 15th |
Seismic (OCBF) Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Supported Reinforcement |
AISC Edition |
|||
| Code |
Component/Plugins |
Beam | Girder | Brace | ||||
| WT Chevron Brace ( Directly Bolted Flange to Gusset Plate) | 2 Brace |  |
C16G-D1BA |
11 196 |
- | Doubler Plate, Stiffener Plate | - | 14th & 15th |
| One-Way Gusset Plate Connection to W Column (Directly Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Chevron Brace(Directly Bolted Flange to Gusset Plate) | 2 Brace | |
C16F-D1BA |
11 96 |
- | Stiffener Plate, Doubler Plate (1022) | - | |
C16W-D1BA |
11 196 |
- | - | - | 14th & 15th |
| Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Brace (Directly Bolted Flange to Gusset Plate) | 1 Brace | |
C16F-A2CA | 60 + 141 | - | - | - | |
C16W-A2CA | 60 + 141 | - | - | - | 14th & 15th |
| 2 Brace | |
C16F-A2DA | 60 + 141 | - | - | - | |
C16W-A2DA | 60 + 141 | - | - | - | 14th & 15th | |
| Two-way Gusset Plate Connection to Base Plate and Column(Direct Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Brace (Directly Bolted Flange to Gusset Plate) | 1 Brace | |
C16F-D1EA |
11+ Base Plate 196 + Base Plate |
- | - | - | |
C16W-D1EA |
11+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | 14th & 15th |
V7 – WT Brace (Directly Bolted Stem to Gusset Plate)
Regular Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Supported Reinforcement |
AISC Edition |
|||
| Code |
Tekla Plugins |
Beam | Girder | Brace | ||||
|
WT Brace (Directly Bolted Stem to Gusset Plate) |
1 Brace |
|
V7G-D1AA |
11 196 |
- | - | - | 14th & 15th |
|
WT Chevron Brace ( Directly Bolted Stem to Gusset Plate) |
2 Brace |
|
V7G-D1BA |
11 196 |
- |
Doubler Plate(1022), Stiffener Plate |
- | 14th & 15th |
| One-Way Gusset Plate Connection to W Column (Directly Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Stem to Gusset Plate) |
1 Brace |  |
V7F-D1AA |
11 196 |
- | - | - |  |
V7W-D1AA |
11 196 |
- | - | - | 14th & 15th |
|
WT Chevron Brace (Directly Bolted Stem to Gusset Plate) |
2 Brace |  |
V7F-D1BA |
11 196 |
- | Stiffener Plate, Doubler Plate (1022) | - |  |
V7W-D1BA |
11 196 |
- | - | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Stem to Gusset Plate) |
1 Brace |  |
V7F-A2CA | 60 + 141 | - | - | - |  |
V7W-A2CA | 60 + 141 | - | - | - | 14th & 15th |
| 2 Brace |  |
V7F-A2DA | 60 + 141 | - | - | - |  |
V7W-A2DA | 60 + 141 | - | - | - | 14th & 15th | |
|
Two-way Gusset Plate Connection to Base Plate and Column(Direct Welded) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
|
WT Brace (Directly Bolted Stem to Gusset Plate |
1 Brace |  |
V7F-D1EA |
11+ Base Plate 196 + Base Plate |
- | - | - |  |
V7W-D1EA |
11+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | 14th & 15th |
Seismic (OCBF) Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Supported Reinforcement |
AISC Edition |
|||
| Code |
Tekla Plugins |
Beam | Girder | Brace | ||||
| WT Chevron Brace ( Directly Bolted Stem to Gusset Plate) | 2 Brace |  |
C17G-D1BA |
11 196 |
- | Doubler Plate, Stiffener Plate | - | 14th & 15th |
| One-Way Gusset Plate Connection to W Column (Directly Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Chevron Brace (Directly Bolted Stem to Gusset Plate) | 2 Brace | |
C17F-D1BA |
11 96 |
- | Stiffener Plate, Doubler Plate (1022) | - | |
C17W-D1BA |
11 196 |
- | - | - | 14th & 15th |
| Two-Way Gusset Plate Connection to W Beam and W Column with Double Angle (Welded/Bolted) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code | Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Brace (Directly Bolted Stem to Gusset Plate) | 1 Brace | |
C17F-A2CA | 60 + 141 | - | - | - | |
C17W-A2CA | 60 + 141 | - | - | - | 14th & 15th |
| 2 Brace | |
C17F-A2DA | 60 + 141 | - | - | - | |
C17W-A2DA | 60 + 141 | - | - | - | 14th & 15th | |
| Two-way Gusset Plate Connection to Base Plate and Column(Direct Welded) | No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| WT Brace (Directly Bolted Stem to Gusset Plate) | 1 Brace | |
C17F-D1EA |
11+ Base Plate 196 + Base Plate |
- | - | - | |
C17W-D1EA |
11+ Base Plate 196 + Base Plate |
- | Stiffener Plate | - | 14th & 15th |
V8 - Round HSS Brace (Directly Welded to Gusset Plate, Knife and Splice Plate to Gusset Plate)
Regular Connections
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
| Round HSS Chevron Brace (Knife and Splice Plate to Gusset Plate) | 2 Brace |  |
V8G-D1BC | 20 | - | - | - | Stiffener Plate(1064), Doubler Plate(1022) |
Cover Plate |
14th & 15th |
| Round HSS Chevron Brace (Knife Plate to Gusset Plate) | 2 Brace |  |
V8G-D1BF | 20 | - | - | - | Stiffener Plate(1064), Doubler Plate(1022) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| HSS Chevron Brace (Directly Welded to Gusset Plate) | 2 Brace |  |
V8G-D1BD |
11 196 |
- | - | - | Stiffener Plate(1064), Doubler Plate(1022) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |  |
V8G-D1AC | 20 | - | - | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |  |
V8G-D1AF | 20 | - | - | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V8G-D1AD |
11 196 |
- | - | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
One-way Gusset Plate Connection to W Column (Directly Welded) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Round HSS Chevron Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V8F-D1AD |
11 196 |
- | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1AD |
11 196 |
- | Stiffener Plate (1003) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
Round HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |  |
V8F-D1AC |
20 |
- | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1AC | 20 | - | Stiffener Plate (1003) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
Round HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |  |
V8F-D1AF | 20 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1AF | 20 | - | Stiffener Plate (1003) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
|
Two-way Gusset Plate Connection to W Column with Double Angle (Welded/Bolted) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Round HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V8F-A2CD | 60 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2CD | 60 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate) | 1 Brace |  |
V8F-A2CC | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2CC | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife Plate to Gusset Plate) | 1 Brace |  |
V8F-A2CF | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2CF | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Directly Welded to Gusset Plate) | 2 Brace |  |
V8F-A2DD | 60 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2DD | 60 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate) | 2 Brace |  |
V8F-A2DC | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2DC | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife Plate to Gusset Plate) | 2 Brace |  |
V8F-A2DF | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-A2DF | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
|
Two-way Gusset Plate Connection to W Column and Base Plate (Directly Welded) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Round HSS Brace (Directly Welded to Gusset Plate) | 1 Brace |  |
V8F-D1ED | *GIZA 8 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1ED | *GIZA 8 | - | Stiffener Plate(1003) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| 11/196 + Base Plate | 11/196 + Base Plate | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate | 1 Brace |  |
V8F-D1EC | *GIZA 11 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1EC | *GIZA 11 | - |
Stiffener Plate(1003) |
Cover Plate (15th Ed Standalone only) |
14th & 15th |
| 20 + Base Plate | 20 + Base Plate | |||||||||||||
| Round HSS Brace (Knife Plate to Gusset Plate) | 1 Brace |  |
V8F-D1EF | *GIZA 11 | - | - | Cover Plate (15th Ed Standalone only) |
 |
V8W-D1EF | *GIZA 11 | - | Stiffener Plate(1003) | Cover Plate (15th Ed Standalone only) |
14th & 15th |
| 20 + Base Plate | 20 + Base Plate | |||||||||||||
Seismic (OCBF) Connections
|
Two-way Gusset Plate Connection to W Column with Double Angle (Welded/Bolted) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Round HSS Brace (Directly Welded to Gusset Plate) | 1 Brace | |
C1F-A2CD | 60 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-A2CD | 60 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate) | 1 Brace | |
C18F-A2CC | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-A2CC | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Directly Welded to Gusset Plate) | 2 Brace | |
C18F-A2DD | 60 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-A2DD | 60 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate) | 2 Brace | |
C18F-A2DC | 59 + 141 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-A2DC | 59 + 141/143 | - | - | Cover Plate (15th Ed Standalone only) |
15th |
| *GIZA 1 | *GIZA 1 | |||||||||||||
|
Two-way Gusset Plate Connection to W Column and Base Plate (Directly Welded) |
No. Of Brace |
Column Flange |
Supported Reinforcement | Column Web | Supported Reinforcement | AISC Edition | ||||||||
|
Sketch |
Code |
Component/Plugins | Beam | Column | Brace | Sketch | Code | Tekla Plugins | Beam | Column | Brace | |||
| Round HSS Brace (Directly Welded to Gusset Plate) | 1 Brace | |
C18F-D1ED | *GIZA 8 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-D1ED | *GIZA 8 | - | Stiffener Plate(1003) | Cover Plate (15th Ed Standalone only) |
15th |
| 11/196 + Base Plate | 11/196 + Base Plate | |||||||||||||
| Round HSS Brace (Knife and Splice Plate to Gusset Plate | 1 Brace | |
C18F-D1EC | *GIZA 11 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-D1EC | *GIZA 11 | - |
Stiffener Plate(1003) |
Cover Plate (15th Ed Standalone only) |
15th |
| 20 + Base Plate | 20 + Base Plate | |||||||||||||
| Round HSS Brace (Knife Plate to Gusset Plate) | 1 Brace | |
C18F-D1EF | *GIZA 11 | - | - | Cover Plate (15th Ed Standalone only) |
|
C18W-D1EF | *GIZA 11 | - | Stiffener Plate(1003) | Cover Plate (15th Ed Standalone only) |
15th |
| 20 + Base Plate | 20 + Base Plate | |||||||||||||
|
One-way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace | Sketch |
Girder Flange |
Girder Web |
Supported Reinforcement |
AISC Edition |
||||
| Code |
Component/Plugins |
Code | Tekla Plugins | Beam | Girder | Brace | ||||
| Round HSS Chevron Brace (Knife and Splice Plate to Gusset Plate) | 2 Brace | |
C18G-D1BC | 20 | - | - | - | Stiffener Plate(1064), Doubler Plate(1022) | Cover Plate (15th Ed Standalone only) |
15th |
| HSS Chevron Brace (Directly Welded to Gusset Plate) | 2 Brace | |
C18G-D1BD |
11 196 |
- | - | - | Stiffener Plate(1064), Doubler Plate(1022) | Cover Plate (15th Ed Standalone only) |
15th |
*Giza components only available with Tekla v20.0 and up
List of Supported Horizontal Brace Connections
H3 - Single Angle Brace to W Beam Web
|
One-Way Gusset Plate Connection to W Beam Web |
Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
|
Single Angle Brace with Directly Welded Gusset Plate |
 |
1 Brace | H3E-D1AA |
11 196 |
- | - | 14th & 15th |
| Single Angle Brace with Single Angle (Bolted/Bolted) Connector |
|
1 Brace |
H3E-B1AA |
11 196 |
- | - | 14th & 15th |
| Single Angle Brace with Single Angle (Welded/Bolted) Connector |
|
1 Brace |
H3E-B2AA |
11 196 |
- | - | 14th & 15th |
| Single Angle Brace with Shear Plate Connector |
|
1 Brace |
H3E-C1AA |
11 196 |
- | - | 14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam Web |
Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
|
Single Angle Brace with Single Angle (Bolted/Bolted) Connector |
 |
1 Brace | H3E-B1CA | 60 | - | - | 14th & 15th |
|
Single Angle Brace with Single Angle (Welded/Bolted) Connector |
|
1 Brace |
H3E-B2CA |
60 |
- | - | 14th & 15th |
| Single Angle Brace with Single Angle (Bolted/Welded) Connector |
|
1 Brace |
H3E-B3CA |
60 |
- | - | 14th & 15th |
| Single Angle Brace with Shear Plate Connector |
|
1 Brace |
H3E-C1CA |
60 |
- | - | 14th & 15th |
H4 - Double Angle (Single Gage) Brace to W Beam Web
|
Double Angle (Single Gage) Brace One-Way Gusset Plate Connection to W Beam Web |
Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| Double Angle Brace with Directly Welded Gusset Plate |  |
1 Brace | H4E-D1AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H4E-B1AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H4E-B2AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Shear Plate Connector |  |
1 Brace | H4E-C1AA |
11 196 |
- | - | 14th & 15th |
|
Double Angle (Single Gage) Brace Two-Way Gusset Plate Connection to Web of W Beams |
Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| Double Angle Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H4E-B1CA |
60 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H4E-B2CA |
60 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Bolted/Welded) Connector |  |
1 Brace | H4E-B3CA |
60 |
- | - | 14th & 15th |
| Double Angle Brace with Shear Plate Connector |  |
1 Brace | H4E-C1CA |
60 |
- | - | 14th & 15th |
H5 - Double Angle (Double Gage) Brace to W Beam Web
|
Double Angle (Double Gage) Brace One-Way Gusset Plate Connection to W Beam Web |
Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| Double Angle Brace with Directly Welded Gusset Plate |  |
1 Brace | H5E-D1AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H5E-B1AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H5E-B2AA |
11 196 |
- | - | 14th & 15th |
| Double Angle Brace with Shear Plate Connector |  |
1 Brace | H5E-C1AA |
11 196 |
- | - | 14th & 15th |
| Double Angle (Double Gage) Brace Two-Way Gusset Plate Connection to Web of W Beams | Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| Double Angle Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H5E-B1CA |
60 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H5E-B2CA |
60 |
- | - | 14th & 15th |
| Double Angle Brace with Single Angle (Bolted/Welded) Connector |  |
1 Brace | H5E-B3CA |
60 |
- | - | 14th & 15th |
H6 - WT Brace (Bolted Flange) to W Beam Web
| WT Brace One-Way Gusset Plate Connection to W Beam Web | Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| WT Brace with Directly Welded Gusset Plate Connector |  |
1 Brace | H6E-D1AA |
11 196 |
- | - | 14th & 15th |
| WT Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H6E-B1AA |
11 196 |
- | - | 14th & 15th |
| WT Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H6E-B2AA |
11 196 |
- | - | 14th & 15th |
| WT Brace with Shear Plate Connector |  |
1 Brace | H6E-C1AA |
11 196 |
- | - | 14th & 15th |
| WT Brace Two-Way Gusset Plate Connection to W Beam Web | Sketch |
No. of Brace |
Beam Web |
Supported Reinforcement |
AISC Edition | ||
|
Code |
Tekla Plugins |
Beam |
Brace |
||||
| WT Brace with Single Angle (Bolted/Bolted) Connector |  |
1 Brace | H6E-B1CA |
60 |
- | - | 14th & 15th |
| WT Brace with Single Angle (Welded/Bolted) Connector |  |
1 Brace | H6E-B2CA |
60 |
- | - | 14th & 15th |
| WT Brace with Single Angle (Bolted/Welded) Connector |  |
1 Brace | H6E-B3CA |
60 |
- | - | 14th & 15th |
| WT Brace with Shear Plate Connector |  |
1 Brace | H6E-C1CA |
60 |
- | - | 14th & 15th |
© GIZA™ Steel 2023
