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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. | |
2 | Click on three-dots icon under DC1 column of StrengthI limit state and click Select. | |
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. | |
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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Limit States | |||||||||||
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Load Modifiers
| Load Cases 1
| Load Cases 2
| Load Cases 3
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