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

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

Step 4: Keep Default Parameters

Keep other parameters constant as follows.

Parameters 1

Parameters 2

Parameters 3

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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The Pier Footing Code Check template has been created.