Please follow the instructions provided below to create Pier Column code check template
| 1 | Navigate Templates for Code Check and Load Rating > Pier Column Code Check T |  |
| 2 | It is sufficient to define one Load Combination Table for Pier Column code control. Enter the name in the Name column as PierColCCT | |
| 3 | Click three-dots icon on Load Combination Table and assing 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 | “Limit State for Shear Check”: Strength Limit States | |
| 7 | “Interaction Diagram Limit State”: Strength Limit States | |
| 8 | “Flexure Sign (Effective Shear Depth)”: Use Critical Shear Concurrent Bending Moment | |
| 9 | Click three-dots icon on Select State Provisions and assign FDOT |  |
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Navigate to Pier Column Code Check T under Templates for Code Check on the tree view. |
| 2 | Copy General 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 T |
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General |
PierColCCT SubstructureLCT Generalized Strength Limit States Strength Limit States Use Critical Shear Concurrent Bending Moment FDOT |
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