Please follow the instructions provided below to create Pier Footing code check template
| 1 | Navigate Templates for Code Check and Load Rating > Pier Footing Code Check T |  |
| 2 | It is sufficient to define one Load Combination Table for Pier Footing code control.
Enter the name in the Name column as PileCapCCT | |
| 3 | Click three-dots icon on Load Combination Table and assing SubstructureLCT. Since the Pier Footing is a substructure element the appropriate Load Combination Table to assign would be "SubstructureLCT". |  |
| 4 | Keep other parameters constant as follows. |    |
| 5 | “Procedures for Shear Resistance Parameters ß and θ ..”: Generalized | |
| 6 | “Include acxial effects on flexure and shear computation?” : Yes | |
| 7 | “Flexure Sign (Effective Shear Depth)”: Use Critical Shear Concurrent Bending Moment |
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Navigate to Pier Footing Code Check T under Templates for Code Check and Load Rating on the tree view. |
| 2 | Copy General from model inputs and paste into OpenBrIM. |
The Pier Footing Code Check have been created.
Copy the desired data with the automatic copy button in the upper left corner. Click on the first cell in and use the Ctrl+V shortcut to paste.  
If icon won’t appear, collapse page tree menu by clicking on arrow or using shortcut “[”.  While pasting large data, it would be handy to turn of Auto-refresh . 
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Pier Footing Code Check T |
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General |
PileCapCCT SubstructureLCT Generalized Yes Use Critical Shear Concurrent Bending Moment |
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