Follow the next steps to create a Steel I girder code check.
| 1 | Under Templates for Code Check and Load Rating/ Steel I Girder Code Check, go to General. |  |
| 2 | Name the 1st row as SuperstrCCT. | |
| 3 | Select Load Combination Table as SuperstructureLCT. | |
| 4 | Select Check For as StrengthServiceFatigue. |  |
| 5 | To include haunch for section property computation, keep Include Haunch for Section Properties? as YES. | |
| 6 | Switch to Fatigue Parameters. Specify ADTT (Annual Average Daily Truck Traffic) as 1000 and Number of lanes available to trucks as 3. |  |
Follow the next steps to define one more template for constructibility checks.
| 1 | Go to 2nd row and name it as SuperstrConstLCT. |  |
| 2 | Select Load Combination Table column as SuperStrConstLCT. | |
| 3 | Select Check For column as Constructibility. |
Steel I girder code check template is completed.
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Go to Steel I Girder Code Check under Templates for Code Check and Load Rating on the tree view. |
| 2 | Copy General, Fatigue Parameters, Appendix A6, and Appendix B6 from model inputs and paste into OpenBrIM. |
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 . 
|
Steel I Girder Code Check | |||
|---|---|---|---|
Code Parameters SuperstrCCT SuperstructureLCT StrengthServiceFatigue YES FEA None Unshored Construction Check deflection based on AASHTO 2.5.2.6.2 N/A SuperstrConstCCT SuperStrConstLCT Constructibility YES FEA None Unshored Construction Check deflection based on AASHTO 2.5.2.6.2 N/A | Bridge Parameters SuperstrCCT 1000.0000 3.0000 SuperstrConstCCT N/A N/A | Appendix A6 SuperstrCCT NO SuperstrConstCCT NO | Appendix B6 SuperstrCCT NO N/A N/A N/A N/A SuperstrConstCCT NO N/A N/A N/A N/A |
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