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| 1 | 🖱️ Click on Name cell and set name as SuperstrCCT. | 
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| 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. |  | ||||||||||
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| 4 | 🖱️ Click the three-dots icon on the Load Combination Table cell, and then set SuperstructureLCT. | 
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| 5 | 🖱️ Keep the Check for, Include Haunch for Properties?, Mlat Comp. Method, Select State Provisions, Type of Construction as default. | 
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| 6 | You can edit the Fatigue parameters of Steel I Girder Code Check from Fatigue Parameters tab.
🖱️Enter the Number of Lanes Available to Trucks as 3. | 
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| 7 | 🖱️ Keep the Ductility parameters ,Appendix A6 parameters,Appendix B6 parameters as default. | 
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| 8 | 10🖱️ Keep the Appendix B6 parameters Go to Deflection tab as default.
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| 9 | 🖱️ Keep the Deflection parameters as default. |  | ||||||||||
Define Deflection Result Case from with the option User Input. And Chose deflection result case as LLDefCase |
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| 9 | Proceed to the next step to verify the model. | |||||||||||
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