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Please follow the instructions provided below to add load combinations for Structure constructability limit state |
| 1 | This section aims to compile the limit states that were previously defined based on AASHTO guidelines. Each limit state input generates two core combination objects (Max/Min), and overall limit state envelopes are produced for strength, service, fatigue, and extreme event limit states. Additionally, you need to create three Load Combination Tables for the Substructure, Superstructure categories. | |
| 2 | Navigate to Combinations > Design Load Combinations > Load Combination Table |
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| 3 | Enter the name in the Name column as follows:
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| 4 | Click three-dots icon on StrengthI 1st Row Cell and click Select. |  |
| 5 | Select StrengthI from the combobox. |  |
| 6 | Select the suitable StrengthI options for SubstructureLCT and SuperstructureLCT based on the instructions provided in the previous step. |  |
| 7 | In same way, keep selecting Limit States for the corresponding Load Combination Tables. Limit States not included in this example should remain as NULL. |  |
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| 1 | Navigate to Load Combination Table under Design Load Combinations on the tree view. |
| 2 | Copy Params from model inputs and paste into OpenBrIM. |
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The Load Combination Table have been created using limit states. |
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Load Combination Table | |||||
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Params | |||||
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