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 | |||||
| Double Angle (Welded/Welded) |  |
Simple Shear |
S2E-A4 |
141 |
- | - | 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 | ||
| Double Angle (Welded/Welded) |  |
Simple Shear |
2S2E-A4 | 143 | - | - | 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 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
|
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 Structural Integrity Requirement |
Y2E-B3 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | |||||
| Single Angle (Welded/Welded) |  |
Simple Shear | S2E-B4 | 141 | - | - | 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 Structural Integrity Requirement |
2Y2E-B3 | 143 | - | - | 14th & 15th | ||
| Single Angle (Welded/Welded) |  |
Simple Shear |
2S2E-B4 | 143 | - | - | 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 B/W (Regular) - (Normal or Extended) |
 |
Simple Shear |
S2E-C1 |
146 186 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load |
A2E-C1 |
146 186 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2E-C1 |
146 186 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear Plate B/W (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 B/W (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 B/W (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 | ||
| Shear Plate B/W (Full Depth) Skewed - (Normal or Extended) |  |
Simple Shear |
S2AE-C3 |
184 185 |
- | - | 15th |
| Shear with Structural Integrity Requirement | Y2AE-C3 | 184
185 |
- | - | |||
| Shear Plate W/W (Regular) - (Normal or Extended) |  |
Simple Shear | S2E-C5 |
146 186 188 |
- | Horizontal Stiffene Plate , Doubler Plate | 15th |
| Shear Plate W/W (Regular) Skewed - (Normal or Extended) | Simple Shear | S2AE-C5 |
146 186 188 |
- | - | 15th | |
| Shear Plate W/W (Full Depth) - (Normal or Extended) |  |
Simple Shear | S2E-C7 |
185 |
- | - | 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 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 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 |
| Double Angle (Welded/Bolted) |  |
Simple Shear | S3E-A2 | 141 | - | - | 14th & 15th |
| 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 |
| Double Angle (Welded/Bolted) |  |
Simple Shear |
2S3E-A2 | 143 | - | - | 14th & 15th |
| 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 |
| Single Angle (Welded/Bolted) |  |
Simple Shear | S3E-B2 | 141 | - | - | 14th & 15th |
| Single Angle (Bolted/Welded) |  |
Simple Shear | S3E-B3 | 141 | - | - | 14th & 15th |
| 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 |
| Single Angle (Welded/Bolted) |  |
Simple Shear |
2S3E-B2 | 143 | - | - | 14th & 15th |
| Single Angle (Bolted/Welded) |  |
Simple Shear |
2S3E-B3 | 143 | - | - | 14th & 15th |
| 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 B/W (Regular) – (Normal) |  |
Simple Shear | S3E-C1 |
146 186 188 |
- | - | 14th & 15th |
| Shear Plate B/W (Regular) Skewed – (Normal) |  |
Simple Shear |
S3AE-C1 |
146 186 188 |
- | - | 14th & 15th |
| Shear Plate B/W (Full Depth) – (Extended) |  |
Simple Shear |
S3E-C3 |
185 |
- | - | 14th & 15th |
| 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 |
| 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 |
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 |
| Double Angle (Welded/Bolted) |  |
Simple Shear | S3M-A2 | 141 | - | - | 14th & 15th |
| 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 |
| Double Angle (Welded/Bolted) |  |
Simple Shear |
2S3M-A2 | 143 | - | - | 14th & 15th |
| 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 |
| - | |||||||
| Single Angle (Welded/Bolted) |  |
Simple Shear | S3M-B2 | 141 | - | - | 14th & 15th |
| - | |||||||
| Single Angle (Bolted/Welded) |  |
Simple Shear | S3M-B3 | 141 | - | - | 14th & 15th |
| - | |||||||
| 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 |
| Single Angle (Welded/Bolted) |  |
Simple Shear |
2S3M-B2 | 143 | - | - | 14th & 15th |
| Single Angle (Bolted/Welded) |  |
Simple Shear |
2S3M-B3 | 143 | - | - | 14th & 15th |
| 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 Plate B/W (Full Depth) – (Extended) |  |
Simple Shear |
S3M-C3 |
185 |
- | - | 14th & 15th |
| 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 |
| 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 |
W Beam to W Column
| One way W Beam with Double Angle to W Column Flange | Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
Double Angle (Bolted/Bolted) |
Simple Shear |
- |
 |
S2F-A1 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- |
Horizontal Stiffener Plate, Doubler Plate |
||||||
| Shear with Axial Load | - |
A2F-A1 |
141 | Washer Plate | - | 14th & 15th | ||
| *GIZA1 |
Horizontal Stiffener Plate, Doubler Plate |
|||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-A1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
|
HS2F-A1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
|
HS2F-A1B3 | 141 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Bolted) |
Simple Shear | - |  |
S2F-A2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Axial Load | - | A2F-A2 | 141 | Washer Plate | - | 14th & 15th | ||
| *GIZA1 |
Horizontal Stiffener Plate, Doubler Plate
|
|||||||
|
Shear with Structural Integrity Requirement |
- | Y2F-A2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-A2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-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 | ||
|
Double Angle (Welded/Welded) |
Simple Shear |
- |
 |
S2F-A4 |
141 *GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th |
| One way W Beam with Double Angle to W Column Web | Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
Double Angle (Bolted/Bolted) |
Simple Shear |
- |
 |
S2W-A1 | 141 | - | - | 14th & 15th |
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
| Shear with Axial Load | - | A2W-A1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
|
Shear with Structural Integrity Requirement |
- |
Y2W-A1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2W-A1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-A1B3 | 141 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Bolted) |
Simple Shear | - |  |
S2W-A2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Axial Load | - | A2W-A2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
|
Shear with Structural Integrity Requirement |
- | Y2W-A2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2W-A2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-A2B3 | 141 | - | - | 14th & 15th | ||
|
Double Angle (Welded/Welded) |
Simple Shear |
- |
 |
S2W-A4 |
141 *GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate |
15th |
| Two way W Beam with Double Angle to W Column Web | Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| 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 | ||
| Double Angle (Welded/Welded) | Simple Shear | - |  |
2S2W-A4 | 143 | - | - | 15th |
| One way W Beam with Single Angle to W Column Flange | Type of Shear Connections |
Beam Flange Connection |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
Single Angle (Bolted/Bolted) |
Simple Shear |
- |  |
S2F-B1 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Axial Load | - |
A2F-B1 |
141 | - | - | 14th & 15th | ||
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-B1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-B1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B1B3 | 141 | - | - | 14th & 15th | ||
|
Single Angle (Welded/Bolted) |
Simple Shear | - |  |
S2F-B2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
|
Shear with Axial Load |
- | A2F-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
|
Shear with Structural Integrity Requirement |
- |
Y2F-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-B2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B2B3 | 141 | - | - | 14th & 15th | ||
| Single Angle (Bolted/Welded)
|
Simple Shear | - |  |
S2F-B3 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
|
Shear with Horizontal Load Connection
|
Flange Angle (Bolted/Bolted) |
 |
HS2F-B3B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-B3B3 | 141 | - | - | 14th & 15th | ||
| Single Angle (Welded/Welded) | Simple Shear | - | |
S2F-B4 | 143 | - | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| One way W Beam with Single Angle to W Column Web | Type of Shear Connections |
Beam Flange Connection |
Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
Single Angle (Bolted/Bolted) |
Simple Shear |
- |  |
S2W-B1 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Axial Load | - | A2W-B1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
|
Shear with Structural Integrity Requirement |
- |
Y2W-B1 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2W-B1B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-B1B3 | 141 | - | - | 14th & 15th | ||
|
Single Angle (Welded/Bolted) |
Simple Shear | - |  |
S2W-B2 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
|
Shear with Axial Load |
- | A2W-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - |
Horizontal Stiffener Plate, Doubler Plate |
||||||
|
Shear with Structural Integrity Requirement |
- |
Y2W-B2 | 141 | - | - | 14th & 15th | ||
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2W-B2B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-B2B3 | 141 | - | - | 14th & 15th | ||
| Single Angle (Bolted/Welded)
|
Simple Shear | - |  |
S2W-B3 | 141 | - | - | 14th & 15th |
| *GIZA1 | - | Horizontal Stiffener Plate, Doubler Plate | ||||||
|
Shear with Horizontal Load Connection
|
Flange Angle (Bolted/Bolted) |
 |
HS2W-B3B1 | 141 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-B3B3 | 141 | - | - | 14th & 15th | ||
| Single Angle (Welded/Welded) | Simple Shear | - | |
S2W-B4 |
141 *GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate | 15th |
| Two way W Beam with Single Angle to W Column Web | Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| 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 Horizontal Load Connection
|
Flange Angle (Bolted/Bolted) |
 |
2HS2W-B3B1 | 143 | - | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
2HS2W-B3B3 | 143 | - | - | 14th & 15th | ||
| Single Angle (Welded/Welded) | Simple Shear |
- |
|
2S2W-B4 | 143 | - | - | 15th |
| One way W Beam with Shear Plate to W Column Flange | Type of Shear Connections | Beam Flange Connection |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
Shear Plate B/W (Regular) |
Simple Shear |
- |
 |
S2F-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load | - |
A2F-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- | Y2F-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
| Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2F-C1B1 |
146 |
- | - | 14th & 15th | |
|
Flange Angle (Bolted/Welded) |
 |
HS2F-C1B3 | 146 | - | - | 14th & 15th | ||
|
Shear Plate B/W (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 W/W (Regular) - (Normal) |
Simple Shear |
- |
 |
S2F-C5 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 15th |
| Shear Plate W/W (Regular) Skewed - (Normal) | Simple Shear | - | S2AF-C5 |
146 182 186 187 188 |
- | - | 15th | |
| One way W Beam with Shear Plate to W Column Web | Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
| Shear Plate B/W (Regular)
|
Shear with Horizontal Load Connection |
Flange Angle (Bolted/Bolted) |
 |
HS2W-C1B1 | 146 | - | - | 14th & 15th |
|
Flange Angle (Bolted/Welded) |
 |
HS2W-C1B3 | 146 | - | - | 14th & 15th | ||
| Shear Plate B/W (Regular) - (Extended) | Simple Shear | - |  |
S2W-C1 |
182 186 187 188 |
Stiffener Plate |
Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load | - | A2W-C1 |
182 186 187 188 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- |
Y2W-C1 |
182 186 187 188 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
| Shear Plate B/W (Regular) - (Normal) (Unstiffened) | Simple Shear | - | .png) |
S2W-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load | - | A2W-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- |
Y2W-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
| Shear Plate B/W (Regular) Skewed - (Extended) | 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 B/W (Regular) Skewed – (Normal) (Unstiffened) |
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 B/W (Partial Depth) – (Extended) |
Simple Shear | - |  |
S2W-C2 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load | - | A2W-C2 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- |
Y2W-C2 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear Plate B/W (Partial Depth) Skewed – (Extended) |
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 B/W (Full Depth) – (Extended) |
Simple Shear | - |  |
S2W-C3 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th |
| Shear with Axial Load | - |
A2W-C3 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- |
Y2W-C3 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
|
Shear Plate B/W (Full Depth) Skewed – (Extended) |
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 | ||
| Shear Plate W/W (Regular) - (Normal) |
Simple Shear |
- |
 |
S2W-C5 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate |
15th |
| Shear Plate W/W (Regular) Skewed - (Normal) | Simple Shear | - |  |
S2AW-C5 |
146 182 186 187 188 |
- | - | 15th |
| Shear Plate W/W (Partial Depth) - (Extended) | Simple Shear | - |  |
S2W-C6 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate |
15th |
| Shear Plate W/W (Partial Depth) Skewed - (Extended) | Simple Shear | - | S2AW-C6 |
182 187 |
Stiffener Plate | - | 15th | |
| Shear Plate W/W (Full Depth) - (Extended) | Simple Shear | - |  |
S2W-C7 |
182 187 |
Stiffener Plate | Horizontal Stiffener Plate, Doubler Plate |
15th |
| Shear Plate W/W (Full Depth) Skewed - (Extended) | Simple Shear | - | S2AW-C7 |
182 187 |
Stiffener Plate | - | 15th | |
|
One way W Beam with End Plate to W Column Flange |
Type of Shear Connections | Beam Flange Connection |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
End Plate
|
Simple Shear |
- |
 |
S2F-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 |
- |
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) | 14th & 15th | ||
|
Shear with Horizontal Load Connection |
Directly Welded |
 |
HS2F-E1D1 |
29 32 101 111 144 |
- | - | 14th & 15th | |
| End Plate (Skewed) |
Simple Shear |
- |
 |
S2AF-E1 |
29 32 101 111 144 |
- | - | 14th & 15th |
|
One way W Beam with End Plate to W Column Web |
Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | |||||||
|
End Plate
|
Simple Shear |
- |
 |
S2W-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th |
| Shear with Axial Load | - | A2W-E1 |
29 32 101 111 144 |
- |
Horizontal Stiffener Plate (1017), Doubler Plate (1022) |
14th & 15th | ||
|
Shear with Structural Integrity Requirement |
- |
Y2W-E1 |
29 32 101 111 144 |
- | Horizontal Stiffener Plate (1017), Doubler Plate (1022) | 14th & 15th | ||
|
Shear with Horizontal Load Connection |
Directly Welded |
 |
HS2W-E1D1 |
29 32 101 111 144 |
- | - | 14th & 15th | |
|
Two way W Beam with End Plate to W Column Web |
Type of Shear Connections | Beam Flange Connection | Sketch | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| 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 Rectangular/Square HSS Column Wall |
Sketch | Type of Shear Connections
|
Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Double Angle (Bolted/Welded) |  |
Simple Shear |
S2H-A3 |
141 |
- | - | 14th & 15th |
| *GIZA1 | - | Doubler Plate | |||||
| Double Angle (Welded/Welded) |  |
Simple Shear | S2H-A4 |
141 *GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate |
15th |
|
Single Angle (Bolted/Welded)
|
 |
Simple Shear |
S2H-B3 |
141 |
- | - | 14th & 15th |
|
*GIZA1 |
- | Doubler Plate | |||||
| Single Angle (Welded/Welded) | |
Simple Shear | S2H-B4 |
141 *GIZA1 |
- | Horizontal Stiffener Plate, Doubler Plate |
15th |
| Shear Plate (Regular) |  |
Simple Shear | S2H-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th
|
| Shear with Axial Load | A2H-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
| Shear with Structural Integrity Requirement | Y2H-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
| Shear Plate (Through Plate) |  |
Simple Shear |
S2H-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th |
| Shear with Axial Load |
A2H-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
|
Shear with Structural Integrity Requirement |
Y2H-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
| Shear Plate (Welded/Welded) |  |
Simple Shear |
S2H-C5 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 15th |
|
One way W Beam to Round HSS Column Wall |
Sketch | Type of Shear Connections | Code | Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
| Shear Plate (Regular) |  |
Simple Shear | S2C-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th
|
| Shear with Axial Load | A2C-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
| Shear with Structural Integrity Requirement | Y2C-C1 |
146 182 186 187 188 |
- | Horizontal Stiffener Plate, Doubler Plate | 14th & 15th | ||
| Shear Plate (Through Plate) |  |
Simple Shear | S2C-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th |
| Shear with Axial Load | A2C-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
| Shear with Structural Integrity Requirement | Y2C-C4 |
47 189 |
- | Horizontal Stiffener Plate, Doubler Plate |
14th & 15th | ||
|
Two way W Beam to Rectangular/Square HSS Column Wall |
Sketch | Type of Shear Connections |
Code |
Tekla Plugins |
Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Shear Plate (Through Plate) |
 |
Simple Shear |
2S2H-C4 |
47 189 |
- | - | 14th & 15th |
| Shear with Axial Load |
2A2H-C4 |
47 189 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
2Y2H-C4 |
47 189 |
- | - | 14th & 15th | ||
|
Two way W Beam to Round HSS Column Wall |
Sketch | Type of Shear Connections | Code |
Tekla Plugins | Supported Reinforcement | AISC Edition | |
| Primary | Secondary | ||||||
|
Shear Plate (Through Plate) |
 |
Simple Shear |
2S2C-C4 |
47 189 |
- | - | 14th & 15th |
| Shear with Axial Load | 2A2C-C4 |
47 189 |
- | - | 14th & 15th | ||
|
Shear with Structural Integrity Requirement |
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 | ||||||
|
Double Angle (Bolted/Welded) – Embed Plate |
 |
Simple Shear |
S2P-A3 |
1069 |
- | - | 14th & 15th |
| Double Angle (Welded/Welded) – Embed Plate |  |
Simple Shear |
S2P-A4 | 1069 | - | - | 15TH |
|
Single Angle (Bolted/Welded) – Embed Plate |
|
Simple Shear |
S2P-B3 | 1069 | - | - | 14th & 15th |
| Single Angle (Bolted/Welded) – Embed Plate | |
Simple Shear |
S2P-B4 | 1069 | - | - | 15th |
| 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 | ||
| Shear Plate (Welded/Welded) - Embed Plate |  |
Simple Shear |
S2P-C5 | 1069 | - | - | 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 |
| Web Plate (Bolted/Welded) |  |
Simple Shear |
S2-G2 |
33 77 |
- | - | 14th & 15th |
*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 |
| One-Way (Top Condition) | Flange Plate (Bolted) |  |
M2BF-A1B1 | - | Stiffener Plate | Plate Reinforcement | 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 |
| One-Way (Top Condition) | Flange Plate (Bolted) |  |
M2BF-A2B1 | - | Stiffener Plate | Plate Reinforcement | 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 |
| One-Way (Top Condition) | Flange Plate (Bolted) |  |
M2BF-C1B1 | - | Stiffener Plate, Doubler Plate | Plate Reinforcement | 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, Doubler Plate | Plate Reinforcement | 14th & 15th |
| Two-Way (Mid Condition) | Flange Plate (Bolted) |  |
2M2W-C3B1 | 134 | Doubler Plate | Plate Reinforcement | 14th & 15th |
| One-Way (Top Condition) | Flange Plate (Bolted) |  |
M2BW-C3B1 | - | Stiffener Plate, Doubler Plate | Plate Reinforcement | 15th |
| Two-Way (Top Condition) | Flange Plate (Bolted) |  |
2M2BW-C3B1 | 2 Sided Beam to Column Web MC (1) Use 134 | Doubler Plate | 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 | - | 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 |
| Double Angle (Bolted/Bolted) & Shear Plate (Full Depth) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Two-Way (Top Condition) Perpendicular |
Flange Plate (Bolted) |  |
LM2B-H1B1 | - | Stiffener Plate, Doubler Plate | Plate Reinforcement | 15th |
| Three-Way (Mid Condition) | Flange Plate (Bolted) |  |
3M2W-H1B1 | - | Stiffener Plate, Doubler Plate | Plate Reinforcement | 15th |
| Double Angle (Welded/Bolted) & Shear Plate (Full Depth) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Two-Way (Top Condition) Perpendicular |
Flange Plate (Bolted) |  |
LM2B-H2B1 | - | Stiffener Plate, Doubler Plate | Plate Reinforcement | 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 |
| One-Way (Top Condition) | Flange Plate (Bolted) |  |
M2BH-C1B1 | - | - | Plate Reinforcement | 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 |
| One-Way (Top Condition) | Flange Plate (Bolted Wrap - Around ) |  |
M2BH-C1B2 | - | - | Plate Reinforcement | 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 |
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Flange Plate (Through Plate) |  |
M2H-C1B5 | - | - | Plate Reinforcement | 15th |
| Two-Way (Mid Condition) | Flange Plate (Through Plate) |  |
2M2H-C1B5 | - | - | Plate Reinforcement | 15th |
| Two-Way (Mid Condition) Perpendicular |
Flange Plate (Through Plate) |  |
LM2H-C1B5 | - | - | Plate Reinforcement | 15th |
| Three-Way (Mid Condition) |
Flange Plate (Through Plate) |  |
3M2H-C1B5 | - | - | Plate Reinforcement | 15th |
| One-Way (Top Condition) | Flange Plate (Through Plate) |  |
M2BH-C1B5 | - | - | Plate Reinforcement | 15th |
| Two-Way (Top Condition) | Flange Plate (Through Plate) |  |
2M2BH-C1B5 | - | - | Plate Reinforcement | 15th |
| Two-Way (Top Condition) Perpendicular |
Flange Plate (Through Plate) |  |
LM2BH-C1B5 | - | - | Plate Reinforcement | 15th |
| Three-Way (Top Condition) |
Flange Plate (Through Plate) |  |
3M2BH-C1B5 | - | - | Plate Reinforcement | 15th |
| Four-Way (Top Condition) |
Flange Plate (Through Plate) |  |
4M2BH-C1B5 | - | - | Plate Reinforcement | 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 |
- | Plate Reinforcement | 14th & 15th |
|
Web Plate (Bolted/Welded) |
Flange Plate (Bolted) |  |
M2-G2B1 | 77 | - | Plate Reinforcement | 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 |
- | Plate Reinforcement | 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-A1A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2F-A1A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| One-Way (Top Condition) | Directly Welded |  |
M2BF-A1A1 | - | Stiffener Plate, Doubler Plate | - | 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-A1A1 | 141 +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-A1A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-A1A1 | 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-A2A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition | Directly Welded |  |
2M2F-A2A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| One-Way (Top Condition) | Directly Welded |  |
M2BF-A2A1 | - | Stiffener Plate, Doubler Plate | - | 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-A2A1 | 141 +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-A2A1 | 141 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-A2A1 | 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-C1A1 |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2F-C1A1 |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| One-Way (Top Condition) | Directly Welded |  |
M2BF-C1A1 |
- |
Stiffener Plate, Doubler Plate | - | 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BF-C1A1 | (182 Or 188) +1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CF-C1A1 |
182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DF-C1A1 | (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-C3A1 | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2W-C3A1 | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| One-Way (Top Condition) | Directly Welded |  |
M2BW-C3A1 | - | Stiffener Plate, Doubler Plate | - | 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BW-C3A1 | 182+1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CW-C3A1 | 182 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DW-C3A1 | 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-CA1 | 182(For Flange/Web) 188(For Flange) | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Directly Welded |  |
LM2B-CA1 | 182 (For Flange/Web) + 1002 188 (For Flange) + 1002 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2W-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BW-CA1 |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CW-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DW-CA1 |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2F-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BF-CA1 |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CF-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DF-CA1 |
146+1002 182+1002 188+1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Mid Condition) | Directly Welded |  |
4M2-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Top Condition) | Directly Welded |  |
4M2B-CA1 |
146 182 188 + 1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
4M2C-CA1 |
146 182 188 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
4M2D-CA1 |
146 182 188 + 1002 |
Stiffener Plate, Doubler Plate | - | 14th & 15th |
|
Double Angle (Bolted/Bolted) & Shear Plate (Full Depth) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Three-Way (Mid Condition) | Directly Welded |  |
3M2W-H1A1 |
- |
Stiffener Plate, Doubler Plate | - | 15th |
|
Double Angle (Welded/Bolted) & Shear Plate (Full Depth) |
Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| Three-Way (Mid Condition) | Directly Welded |  |
3M2W-H2A1 |
- |
Stiffener Plate, Doubler Plate | - | 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-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2M2H-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
2M2CH-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| One-Way (Top Condition) | Directly Welded |  |
M2BH-C1A1 |
- |
- | - | 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2M2BH-C1A1 |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Two-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
2M2DH-C1A1 |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Two-Way (Mid Condition) Perpendicular | Directly Welded |  |
LM2H-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Two-Way (Top Condition) Perpendicular | Directly Welded |  |
LM2BH-C1A1 |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Top Condition) | Directly Welded |  |
3M2BH-C1A1 |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
3M2DH-C1A1 |
182 + 1002 188 + 1002 146 + 1002 |
- | - | 14th & 15th |
| Three-Way (Mid Condition) | Directly Welded |  |
3M2H-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Three-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
3M2CH-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Mid Condition) + Cantilever-Backspan | Directly Welded |  |
4M2CH-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Top Condition) + Cantilever-Backspan | Directly Welded |  |
4M2DH-C1A1 |
146 182 188 + 1002 |
- | - | 14th & 15th |
| Four-Way (Mid Condition) | Directly Welded |  |
4M2H-C1A1 |
182 188 146 |
- | - | 14th & 15th |
| Four-Way (Top Condition) | Directly Welded |  |
4M2BH-C1A1 |
146 182 188 + 1002 |
- | - | 14th & 15th |
| Shear Plate (Regular) | Flange Connection | Sketch | Code | Tekla Plugins |
Supported Reinforcement |
AISC Edition | |
| Primary |
Secondary |
||||||
| One-Way (Mid Condition) | Directly Welded (Through Plate) |
 |
M2H-C1A2 | - | - | - | 15th |
| Two-Way (Mid Condition) | Directly Welded (Through Plate) |
 |
2M2H-C1A2 | - | - | - | 15th |
| Two-Way (Mid Condition) Perpendicular |
Directly Welded (Through Plate) |
 |
LM2H-C1A2 | - | - | - | 15th |
| Three-Way (Mid Condition) |
Directly Welded (Through Plate) |
 |
3M2H-C1A2 | - | - | - | 15th |
| One-Way (Top Condition) | Directly Welded (Through Plate) |
 |
M2BH-C1A2 | - | - | - | 15th |
| Two-Way (Top Condition) | Directly Welded (Through Plate) |
 |
2M2BH-C1A2 | - | - | - | 15th |
| Two-Way (Top Condition) Perpendicular |
Directly Welded (Through Plate) |
 |
LM2BH-C1A2 | - | - | - | 15th |
| Three-Way (Top Condition) |
Directly Welded (Through Plate) |
 |
3M2BH-C1A2 | - | - | - | 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-A1 | *GIZA22 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Mid Condition) | Directly Welded |  |
2E1-A1 | *GIZA22 | Stiffener Plate, Doubler Plate | - | 14th & 15th |
| Two-Way (Top Condition) | Directly Welded |  |
2E1B-A1 | *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-G1A1 | 77 | - | - | 14th & 15th |
| Web Plate (Bolted/Welded) | Directly Welded |  |
M2-G2A1 | 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 (1022) | 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
|
Gusset Plate Connection to Girder Flange |
|||||||
|
One Way Gusset Plate Connection to W Girder (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
|
| Girder | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1G-D1AD |
11 |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1G-D1AC |
20 |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1G-D1AF |
20 |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Chevron Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1G-D1BD |
11 |
Stiffener Plate (1064), Doubler Plate (1022) |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square 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 |
|
Rectangular/Square 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 |
|
Gusset Plate Connection to W Beam and W Column Flange |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and W Column Flange with Double Angle (Welded/Bolted) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1F-A2CD |
60 + 141 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
V1F-A2CC |
59 + 141 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1F-A2CF |
59 + 141 *GIZA 1 *GIZA 2 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1F-A2DD |
60 + 141 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate) |
2 Brace |
 |
V1F-A2DC |
59 + 141 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife Plate to Gusset Plate) |
2 Brace |
 |
V1F-A2DF |
59 + 141 *GIZA 1 *GIZA 2 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column Flange with Shear Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1F-C1CD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1F-C1CC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1F-C1CF |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1F-C1DD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
 |
V1F-C1DC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Knife Plate to Gusset Plate) |
2 Brace |
 |
V1F-C1DF |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column Flange with End Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1F-E1CD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1F-E1CC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1F-E1CF |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Gusset Plate Connection to W Beam and W Column Web |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and W Column Web with Double Angle (Welded/Bolted) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1W-A2CD |
60 + (141 or 143) |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
V1W-A2CC |
59 + (141 or 143) |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1W-A2CF |
59 + (141 or 143) *GIZA 1 *GIZA 2 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1W-A2DD |
60 + (141 or 143) |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate) |
2 Brace |
 |
V1W-A2DC |
59 + (141 or 143) |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife Plate to Gusset Plate) |
2 Brace |
 |
V1W-A2DF |
59 + (141 or 143) *GIZA 1 *GIZA 2 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column Web with Shear Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1W-C3CD |
- |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1W-C3CC |
- |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1W-C3CF |
- |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1W-C3DD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
 |
V1W-C3DC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Knife Plate to Gusset Plate) |
2 Brace |
 |
V1W-C3DF |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Two-Way Gusset Plate Connection to W Beam and W Column Web with End Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1W-E1CC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Gusset Plate Connection to Base Plate and W Column Flange |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and W Column Flange (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1F-D1ED |
*GIZA8 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
- |
Stiffener Plate |
|||||||
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
|
V1F-D1EC |
*GIZA11 20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
- |
Stiffener Plate |
|||||||
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1F-D1EF |
*GIZA11 20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
- |
Stiffener Plate |
|||||||
|
Gusset Plate Connection to Base Plate and W Column Web |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and W Column Web (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
V1W-D1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
*GIZA11 |
- |
Stiffener Plate |
||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
V1W-D1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
*GIZA8 |
- |
Stiffener Plate |
||||||
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
- |
- |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
V1W-D1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|||
|
*GIZA11 |
- |
Stiffener Plate |
||||||
|
Gusset Plate Connection to W Column Flange |
||||||||
|
One-Way Gusset Plate Connection to W Column Flange (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1F-D1AD |
11 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
V1F-D1AC |
20 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1F-D1AF |
20 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Chevron Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1F-D1BD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Gusset Plate Connection to W Column Web |
||||||||
|
One-Way Gusset Plate Connection to W Column Web (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1W-D1AD |
11 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
V1W-D1AC |
20 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1W-D1AF |
20 |
- |
Stiffener Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Chevron Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
V1W-D1BD |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Gusset Plate Connection to W Beam and Rectangular/Square HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and Rectangular/Square HSS Column Wall with Shear Plate(Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square 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 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
V1H-C1CC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
V1H-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
V1H-C1DC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |
 |
V1H-C4CD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
2 Brace |
 |
V1H-C4DD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Through Plate) |
2 Brace |
 |
V1H-C4DC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Gusset Plate Connection to W Beam and Round HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and Round HSS Column Wall with Shear Plate(Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
V1C-C1CD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
V1C-C1CC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
V1C-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
V1C-C1DC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |
 |
V1C-C4CD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |
 |
V1C-C4CC |
- |
- |
- |
Cover Plate (GIZA2) |
15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
2 Brace |
 |
V1C-C4DD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
One-Way Gusset Plate Connection to Rectangular/Square HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1H-D1AD |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1H-D1AC |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1H-D1AF |
- |
- |
- |
Cover Plate |
15th |
|
One-Way Gusset Plate (Through Plate) Connection to Rectangular/Square HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1H-F1AD |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1H-F1AC |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1H-F1AF |
- |
- |
- |
Cover Plate |
15th |
|
One-Way Gusset Plate Connection to Round HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1C-D1AC |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1C-D1AD |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1C-D1AF |
- |
- |
- |
Cover Plate |
15th |
|
One-Way Gusset Plate (Through Plate) Connection to Round HSS Column Wall |
No. of Brace |
Sketch |
Round HSS Column Wall |
Supported Reinforcement |
AISC Edition |
|||
| Code | Tekla Plugins | Beam | Column | Brace | ||||
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1C-F1AC |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1C-F1AD |
- |
- |
- |
Cover Plate |
15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1C-F1AF |
- |
- |
- |
Cover Plate |
15th |
|
Gusset Plate Connection to Base Plate and Rectangular/Square HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and Rectangular/Square HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Girder | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1H-D1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1H-D1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1H-D1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Two-Way Gusset Plate (Through Plate) Connection to Base Plate and Rectangular/Square HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Girder | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1H-F1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1H-F1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1H-F1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate Connection to Base Plate and Round HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and Round HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Girder | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1C-D1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1C-D1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1C-D1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Two-Way Gusset Plate (Through Plate) Connection to Base Plate and Round HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Girder | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
V1C-F1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
V1C-F1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
 |
V1C-F1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
Seismic (OCBF) Connections
|
Gusset Plate Connection to W Girder Flange |
||||||||
|
One-Way Gusset Plate Connection to W Girder Flange(Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Girder | Brace | ||||||
|
Rectangular/Square HSS Chevron Brace (Directly Welded to Gusset Plate) |
2 Brace |
|
C11G-D1BD |
11 |
- |
Stiffener Plate, Doubler Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Chevron Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
|
C11G-D1BC |
20 |
- |
Stiffener Plate, Doubler Plate |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate Connection to W Beam and W Column Flange |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and W Column Flange with Double Angle (Welded/Bolted) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11F-A2CD |
60 + 141 |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
C11F-A2CC |
59 + 141 |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
|
C11F-A2DD |
60 + 141 |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
|
C11F-A2DC |
59 + 141 |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Gusset Plate Connection to W Beam and W Column Web |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and W Column Web with Double Angle (Welded/Bolted) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
C11W-A2CD |
60 + (141 or 143) |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
 |
C11W-A2CC |
59 + (141 or 143) |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) |
2 Brace |
 |
C11W-A2DD |
60 + (141 or 143) |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) |
2 Brace |
 |
C11W-A2DC |
59 + (141 or 143) |
- |
- |
Cover Plate (Giza2) |
14th & 15th |
|
Gusset Plate Connection to Base Plate and W Column Flange |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and W Column Flange (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
C11F-D1ED |
*GIZA8 11 + Base Plate |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
C11F-D1EC |
*GIZA11 20 + Base Plate |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate) |
1 Brace |
 |
C11F-D1EF |
*GIZA11 20 + Base Plate |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Gusset Plate Connection to Base Plate and W Column Web |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and W Column Web (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
 |
C11W-D1ED |
11 + Base Plate *GIZA8 |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate) |
1 Brace |
 |
C11W-D1EC |
20 + Base Plate *GIZA11 |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate) |
1 Brace |
 |
C11W-D1EF |
20 + Base Plate *GIZA11 |
- |
Stiffener Plate |
Cover Plate (Giza2) |
14th & 15th |
|
Gusset Plate Connection to W Beam and Rectangular/Square HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and HSS Column Wall with Shear Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square 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 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
C11H-C1CC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
C11H-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
C11H-C1DC |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |
 |
C11H- C4CD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
2 Brace |
 |
C11H- C4DD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate Connection to W Beam and Round HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to W Beam and Round HSS Column Wall with Shear Plate |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
C11C-C1CD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
1 Brace |
 |
C11C-C1CC |
146+59 182+59 186+59 187+59 188+59 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
C11C-C1DD |
146+60 182+60 186+60 187+60 188+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Knife and Splice Plate to Gusset Plate) with Shear Plate (Regular) |
2 Brace |
 |
C11C-C1DC |
146+59 182+59 186+59 187+59 188+59 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
1 Brace |
 |
C11C-C4CD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS K-Brace (Directly Welded to Gusset Plate) with Shear Plate (Through Plate) |
2 Brace |
 |
C11C-C4DD |
47+60 189+60 |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate Connection to Base Plate and Rectangular/Square HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11H-D1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
C11H-D1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
|
C11H-D1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate (Through Plate) Connection to Base Plate and Rectangular/Square HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection (Through Plate) to Base Plate and HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11H-F1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
C11H-F1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
|
C11H-F1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate Connection to Base Plate and Round HSS Column Wall |
||||||||
|
Two-Way Gusset Plate Connection to Base Plate and Round HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11C-D1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
C11C-D1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
|
C11C-D1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Gusset Plate (Through Plate) Connection to Base Plate and Round HSS Column Wall |
||||||||
|
Two-Way Gusset Plate (Through Plate) Connection to Base Plate and Round HSS Column Wall |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
Rectangular/Square HSS Brace (Directly Welded to Gusset Plate) |
1 Brace |
|
C11C-F1ED |
11 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife and Splice Plate to Gusset Plate) |
1 Brace |
|
C11C-F1EC |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
|
Rectangular/Square HSS Brace (Knife Plate to Gusset Plate) |
1 Brace |
|
C11C-F1EF |
20 + Base Plate |
- |
- |
Cover Plate (GIZA2) |
14th & 15th |
V2- W Brace (Bolted Flange Claw Angles & Web Plates to Gusset)
Regular Connections
|
Gusset Plate Connection to W Girder Flange |
||||||||
|
One-Way Gusset Plate Connection to W Girder Flange (Directly Welded) |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| 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 |
|
Gusset Plate Connection to W Beam and W Column Flange |
||||||||
|
Two-Way Gusset Plate Connection to W Beam |
No. of Brace |
Sketch |
Code |
Tekla Plugins |
Supported Reinforcement |
AISC Edition |
||
| Beam | Column | Brace | ||||||
|
W Brace (Bolted Flange Claw Angles and Web Plates |
1 Brace |
 |
V2F-A2CB |
58 + 141 |
- |
- |
- |
14th & 15th |
|
W K-Brace (Bolted Flange Claw Angles and Web Plates |
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