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Please follow the instructions provided below to create Pier Cap/Bent code check |
| 1 | Navigate Templates for Code Check > Pier Cap Code Check |
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| 2 | It is necessary to define 2 code check templates for pier cap and end bent control. Enter the name in the Name column as follows:
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| 3 | Click three-dots icon on Load Combination Table and set SubstructureLCT. Since the Pier/Bent Cap is a substructure element the appropriate Load Combination Table to assign would be "SubstructureLCT". |  |
| 4 | Keep other parameters constant as follows. | 
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| 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 | |
| 8 | Click three-dots icon on Select State Provisions and assign FDOT both of them |  |
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| 1 | Navigate to Pier Cap 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. |
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The Pier Cap Code Check have been created. |
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Pier Cap Code Check T | |||||
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General | |||||
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