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 |  |
| 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. |  |
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Navigate to Load Combination Table under Design Load Combinations on the tree view. |
| 2 | Copy Params from model inputs and paste into OpenBrIM. |
The Load Combination Table have been created using limit states.
Copy the desired data with the automatic copy button in the upper left corner. Click on the first cell in and use the Ctrl+V shortcut to paste.  
If icon won’t appear, collapse page tree menu by clicking on arrow or using shortcut “[”.  While pasting large data, it would be handy to turn of Auto-refresh . 
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Load Combination Table |
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Params |
StrengthI NULL StrengthIII StrengthIV StrengthV NULL ExtremeEventII ServiceI NULL StrengthIII ServiceIV FatigueI FatigueII StrengthI NULL StrengthIII StrengthIV StrengthV NULL ExtremeEventII ServiceI NULL StrengthIII NULL FatigueI FatigueII |
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