Please follow the instructions provided below to create Pier Column code check
| 1 | Navigate Templates for Code Check > Pier Column Code Check |  |
| 2 | For Pier Column code check, 1 Load Combination Tables must be defined. | |
| 3 | Click three-dots icon on Load Combination Table and set SubstructureLCT. Since the Pier Column 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 | Interaction Diagram Limit State: Strength Limit States | |
| 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 Column Code Check under Templates for Code Check on the tree view. |
| 2 | Copy Params from model inputs and paste into OpenBrIM. |
The Pier Column 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 Column Code Check |
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Params |
PCCT1 SubstructureLCT Generalized Strength Limit States Use Critical Shear Concurrent Bending Moment |
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