After clicking on ‘Templates for Code Check and Load Rating> Pier Column Code Check' in the navigation treeview, follow the steps to define the Pier Column 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 PierColCCT. | ||
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. | ||
3 | |||
4 | 🖱️ Click the three-dots icon on the Load Combination Table cell, and then set SubstructureLCT. | ||
5 | 🖱️ Keep the Procedures for Shear Resistance Parameters β and θ, Limit State for Shear Check, Interaction Diagram Limit State, Flexure Sign(Effective Shear Depth) and Select State Provisions as default. | ||
6 | Proceed to the next step to verify the model. |
The completed pier column 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.
To view the entire procedure explained on this page, please watch the recorded Video below.
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