# Pier Footing Code Check T

## Steps

### Step 1: Navigate to Pier Footing Code Check T

Navigate to **Templates for Code Check and Load Rating > Pier Footing Code Check T** in the tree view.

![Navigation](https://openbrim.atlassian.net/wiki/download/attachments/2236088429/image-20230731-115240.png?api=v2)

### Step 2: Enter Template Name

It is sufficient to define one Load Combination Table for Pier Footing code control.

Enter the name in the **Name** column as **PileCapCCT**.

### Step 3: Assign Load Combination Table

Click the **three-dots icon** on **Load Combination Table** and assign **SubstructureLCT**.

Since the Pier Footing is a substructure element, the appropriate Load Combination Table to assign would be **SubstructureLCT**.

![Load Combination Assignment](https://openbrim.atlassian.net/wiki/download/attachments/2236088429/image-20230731-115513.png?api=v2)

### Step 4: Keep Default Parameters

Keep other parameters constant as follows.

![Parameters 1](https://openbrim.atlassian.net/wiki/download/attachments/2236088429/image-20230731-115822.png?api=v2)

![Parameters 2](https://openbrim.atlassian.net/wiki/download/attachments/2236088429/image-20230731-120009.png?api=v2)

![Parameters 3](https://openbrim.atlassian.net/wiki/download/attachments/2236088429/image-20230731-120121.png?api=v2)

### Step 5: Set Shear Resistance Procedure

Set "Procedures for Shear Resistance Parameters Beta and Theta" to **Generalized**.

### Step 6: Include Axial Effects

Set "Include axial effects on flexure and shear computation?" to **Yes**.

### Step 7: Set Flexure Sign

Set "Flexure Sign (Effective Shear Depth)" to **Use Critical Shear Concurrent Bending Moment**.

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{% hint style="success" %}
The Pier Footing Code Check template has been created.
{% endhint %}