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Concrete Pier Column Code Check T [SIG] |
1 | 🖱️ Click on Name cell and set name as PierColCCT PierTemp. | |||||||||||
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 |
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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 and PS Load Case as default. | |||||||||||
6 | Keep the Design Parameters and Section Analysis as default. | |||||||||||
7 | Proceed to the next step to verify the model. |
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