> For the complete documentation index, see [llms.txt](https://docs.openbrim.org/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://docs.openbrim.org/examples/steel-bridge-examples/example-steel-i-girder-bridge-ex1-sig/substructure-code-checks-ex1-sig/pier-footing-code-check-ex1-sig.md).
# Pier Footing Code Check
{% hint style="info" %}
**Navigation:** Substructure Code Checks > Pier Footing Code Check
For detailed parameter explanations, see the [Pier Footing Code Check Reference](https://docs.openbrim.org/templates/steel-i-girder-bridge-workflow/substructure-code-check-sig/pier-footing-code-check-sig).
{% endhint %}
**Step 1:** Click the **three-dots icon** on the **Code Check Template** cell, and then set **PierFootCCT**.
**Step 2:** As a result of these operations, an issue will appear on the OpenBrIM screen. This does not necessarily mean that any operation was done incorrectly. The issue will be resolved when the shear reinforcement profile in longitudinal direction, shear reinforcement profile in transverse direction and shear reinforcement material are defined in the next step.
Quick Tip: Learn how to read issues
When encountering the warning as seen in OpenBrIM app, there is a "issue" , it is advised to review the parameters you have provided. This warning suggests that there might be a missing or incorrect parameter in your input. Check inputs to ensure they are accurate and complete.
When a warning is clicked, the reason can be displayed. The warning is expressed in the format of Component Group Name (can be viewed in the treeview) > User Defined Component Name (can be viewed in the spreadsheet name column) > Parameter Name (can be viewed in the spreadsheet column header).
After clicking on 'Superstructure > Connections > Bolted Field Splice' in the tree view, navigate to the Bolt category. Set the Bolt Property input. The issue will be resolved after these steps.
The screenshot demonstrates one example of two Bolted Field Splice components named BFS1 and BFS2 by the user, with parameter names **Flange Bolt Property** and **Web Bolt Property**.
**Step 3:** Click the **three-dots icon** on the **Pier Footing** cell, and then set **Footing1**.
**Step 4:** Enter the **Code Check Location (Dist. in Long. Dir. from Cent.)** as 10\*\*.\*\*
**Step 5:** Enter the **Code Check Location (Dist. in Trans. Dir. from Cent.)** as 20\*\*.\*\*
**Step 6:** Keep the **Check For** as default.
**Step 7:** You can edit the Flexural Reinforcement parameters of Pier Footing Code Check from **Flexural Reinforcement** tab.
Click the **three-dots icon** on the **Reinforcement Material** cell, and then set **A615\_60**.
**Step 8:** Click **three-dots icon** on the **Longitudinal Direction Reinforcement** cell and click **Edit**.
**Step 9:** Please set the following values sequentially:
1st row - Top or Bottom: **Bottom** Rebar Profile: **ASTMA615No8** Spacing of Reinforcement: **10** Distance to Extreme Fiber: **4**\
2nd row - Top or Bottom: **Top** Rebar Profile: **ASTMA615No8** Spacing of Reinforcement: **10** Distance to Extreme Fiber: **4**
**Step 10:** Click **three-dots icon** on the **Transverse Direction Reinforcement** cell and click **Edit**.
**Step 11:** Please set the following values sequentially:
1st row - Top or Bottom: **Bottom** Rebar Profile: **ASTMA615No8** Spacing of Reinforcement: **10** Distance to Extreme Fiber: **4**\
2nd row - Top or Bottom: **Top** Rebar Profile: **ASTMA615No8** Spacing of Reinforcement: **10** Distance to Extreme Fiber: **4**
**Step 12:** You can edit the Shear Reinforcement parameters of Pier Footing Code Check from **Shear Reinforcement** tab.
Click the **three-dots icon** on the **Shear Reinforcement Profile in Longitudinal direction** cell, and then set **ASTMA615No5**.
**Step 13:** Click the **three-dots icon** on the **Shear Reinforcement Profile in Transverse direction** cell, and then set **ASTMA615No5**.
**Step 14:** Click the **three-dots icon** on the **Shear** **Reinforcement Material** cell, and then set **A615\_60**.
**Step 15:** Keep the **Spacing in Longitudinal Direction, Spacing in Transverse Direction, No. of Legs in Longitudinal Direction, No. of Legs in Transverse Direction** and **Shear Reinforcement** as default.
**Step 16:** Set name as **PierFootCC**.
{% hint style="success" %}
The completed pier footing code check is illustrated below. Please verify that you have the same model on your end by examining each view provided here. For more information on how to perform visual checks, refer to the quick tips.
{% endhint %}
{% hint style="success" %}
To view the entire procedure explained on this page, please watch the recorded Video below.
{% endhint %}
{% embed url="" %}
Pier Footing CC
{% endembed %}
---
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