# Girder Camber Diagram and Fabrication Model

**Step 1:** Camber diagram is used in construction, which indicates the specified **camber at all points along the length** of a truss or beam.

When constructing a structure, such as a bridge, fabrication models should be created that take into account displacements made along a line and their corresponding opposite shifts.

This section will cover to create the **Camber Diagram and Fabrication Model** Report by making the required assignments.

**Step 2:** Navigate to Reports > **Girder Camber Diagram and Fabrication Model**

![](https://openbrim.atlassian.net/wiki/download/attachments/2169733160/image-20230228-134403.png?api=v2)

**Step 3:** Set Girder under **Girder Column** to create **Camber Diagram and Fabrication** report.

Set Girder as **G1**.

**Step 4:** Navigate **Deflection Results Cases** tab.

![](https://openbrim.atlassian.net/wiki/download/attachments/2169733160/image-20230228-135144.png?api=v2)

![](https://openbrim.atlassian.net/wiki/download/attachments/2169733160/image-20230228-135348.png?api=v2)

**Step 5:** Click **three-dots icon** on **Steel Dead Load** and click select.

Select **TubGirderDL** in the combobox.

**Step 6:** Repeat the same steps from 4 to 5 for **Non-Composite Dead Load** and **Composite Dead Load**.

Enter data as follows:

* Non-Composite Dead Load: **DeckDL**
* Composite Dead Load: **DC2**

![](https://openbrim.atlassian.net/wiki/download/attachments/2169733160/image-20230228-140516.png?api=v2)

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| **Girder Camber Diagram and Fabrication Model**      |                         |
| ---------------------------------------------------- | ----------------------- |
| General                                              | Deflection Result Cases |
| \`\`\`                                               |                         |
| STGC1 G1                                             |                         |
| \`\`\`                                               | \`\`\`                  |
| STGC1 TubGirderDL DeckDL DC2 Ten Segment per Span NO |                         |

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