Pier Cap Code Check Template [EX1-SIG]
- Zeynep Bayam
- Melis Ceylan
- Umut Nuhat Sevinc
- mert.goktas (Unlicensed)
After clicking on ‘Templates for Code Check and Load Rating> Pier Cap Code Check' in the navigation treeview, follow the steps to define the Pier Cap Code Check Template. You can use the collapsed documentation page below for more information on the explanations of each parameter.
| 1 | Click on Name cell and set name as PierCapTemp1. |
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| 2 | As a result of these operations, an issue will appear on the OpenBrIM screen. This does not necessarily mean that any operation was done incorrectly. The issue will be resolved when the load combination table is define in the next step. |  |
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| 4 | Click the three-dots icon on the Load Combination Table cell, and then set SubstructureLCT. |
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| 5 | Keep Select State Provisions and PS Load Case as default. |
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| 6 | Keep Design Parameters as default. |
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| 7 | Go to Section Analysis Tab. Keep Ignore Rebar Tendon in Section Property Calc? as default. Set 1000 to Section Analysis Refinement (Total Fiber Count).
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| 8 | To model all the pier cap code check template, copy the data below and paste the parameters into the first cell in OpenBrIM spreadsheet. Refer to the quick tip for an easy guide on how to perform the copy operation. After completing the copy, proceed to the next step to verify the model. | |
Pier Cap Code Check Template |
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General PierCapTemp1 SubstructureLCT None NULL
PierCapTemp2 SubstructureLCT FDOT NULL |
The completed pier cap code check template is illustrated below. Please verify that you have the same model on your end by examining each view provided here. For more information on how to perform visual checks, refer to the quick tips.