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| 1 | Navigate Templates for Code Check and Load Rating > Pier Column Code Check T |
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| 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 assign SubstructureLCT. Since the Pier Column is a substructure element the appropriate Load Combination Table to assign would be "SubstructureLCT". |
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| 4 | Keep other parameters constant as follows. | 
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| 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 |  |
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