Steel I Girder Code Check Template [EX1-SIG]
- Zeynep Bayam
- Melis Ceylan
- Umut Nuhat Sevinc
After clicking on ‘Templates for Code Check and Load Rating> Steel I Girder Code Check' in the navigation treeview, follow the steps to define the Steel I Girder Code Check Template. You can use the collapsed documentation page below for more information on the explanations of each parameter.
| 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 | Go to Deflection tab as default. Define the Deflection Result Case with the option 'User Input.' Then, choose the Deflection Result Case as 'LLDefCase,' keeping all other parameters set to their default values. |
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| 9 | Proceed to the next step to verify the model. | |
The completed steel i girder code check template is illustrated below. Please verify that you have the same model on your end by examining each view provided here. For more information on how to perform visual checks, refer to the quick tips.