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Follow the next steps to specify the load cases (classes) combined with the load factors. |
| 1 | Go to Combinations/Design Load Combinations/Limit States one last time and select Load Cases 1. |
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| 2 | Click on three-dots icon under DC1 column of StrengthI limit state and click Select. | -20221009-085420.png?version=1&modificationDate=1668017814765&cacheVersion=1&api=v2) |
| 3 | Select DC1 (Remember, its content was composed of the corresponding construction stages in Combinations/Result Extraction Cases step). |  |
| 4 | In same way, keep selecting the load cases for the corresponding limit states. |  |
| 5 | Load cases not included in this example should remain as NULL. |
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Follow the next steps to include a unique load combination for the constructability limit state. |
| 1 | Under Combinations/Design Load Combinations/Limit States, add a row named StrIConst. | -20221009-085951.png?version=1&modificationDate=1668017815124&cacheVersion=1&api=v2) |
| 2 | Select DC1 and keep the rest of the load cases as NULL. | |
| 3 | Enter γmax as 1.4. | |
| 4 | Go to Combinations/Design Load Combinations/Load Combination Table one last time. |   |
| 5 | Add a row named SuperStrConstLCT. | |
| 6 | Select StrengthI column as StrIConst, and keep the rest of the limit states as NULL. |
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