Please follow the instructions provided below to create Pier Footing code check.
| 1 | Navigate Templates for Code Check > Pier Footing Code Check |  |
| 2 | For Pier Footing code check, 1 Load Combination Tables must be defined. | |
| 3 | Click three-dots icon on Load Combination Table and set 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 under Templates for Code Check 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 |
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General |
PFCCT1 SubstructureLCT Generalized Yes Use Critical Shear Concurrent Bending Moment |
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