Code check and load rating templates enable the user to input global bridge parameters at one time.
Inputs of templates do not change from station to station but with state-of-check.
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Follow the next steps to proceed with superstructure code check templates. |
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Follow the next steps to create a Steel I girder code check. |
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Under Templates for Code Check and Load Rating/ Steel I Girder Code Check, go to Code Parameters.
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Name the 1st row as SuperstrCCT.
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Select Load Combination Table as SuperstructureLCT.
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Select Check For as StrengthServiceFatigue.
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To include haunch for section property computation, keep Include Haunch for Section Properties? as YES.
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Switch to Bridge Parameters. Specify ADTT (Annual Average Daily Truck Traffic) as 1000 and Number of lanes available to trucks as 3.
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Follow the next steps to define one more template for constructibility checks. |
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Go to 2nd row and name it as SuperstrConstLCT.
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Select Load Combination Table column as SuperStrConstLCT.
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Select Check For column as Constructibility.
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Steel I girder code check template is completed. |
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Follow the next steps to create a field splice code check. |
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Go to Templates for Code Check and Load Rating/ Field Splice Code Check.
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Select Load Combination Table as SuperstructureLCT.
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Name the row SpliceCCT.
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Switch to Design Parameters column. Keep the Design Parameters as default (60 kip/in2) for this case.
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Field splice code check template is completed. |
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Follow the next steps to create a cross frame code check. |
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Go to Templates for Code Check and Load Rating/ Cross Frame Code Check.
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Select Load Combination Table as SuperstructureLCT.
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Name the row CFrameCCT.
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Cross frame code check template is completed. |
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Follow the next steps to create a shear stud code check. |
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Go to Templates for Code Check and Load Rating/ Shear Stud Code Check.
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Under Analysis Results, select Load Combination Table as SuperstructureLCT.
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Name the row SStudCCT.
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Switch to Bridge Parameters. Enter ADTT and Number of lanes available to trucks as 3.
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Switch to Code Parameters. Keep haunch preference as default (YES).
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Shear stud code check template is completed. |
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Superstructure code check template definitions are completed. |
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Follow the next steps to proceed with substructure code check templates. | ||||||
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Follow the next steps to create a pier cap code check. |
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Go to Templates for Code Check and Load Rating/ Pier Cap Code Check.
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Under General, select Load Combination Table as SubstructureLCT.
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Name the row as PierCapCCT.
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To apply AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (YES).
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Pier cap code check template is completed. |
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Follow the next steps to create a pier column code check. |
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Go to Templates for Code Check and Load Rating/ Pier Column Code Check.
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Select Load Combination Table as SubstructureLCT.
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Name the row as PierColCCT.
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To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).
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Pier column code check template is completed. |
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Follow the next steps to create a pier footing code check. |
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Go to Templates for Code Check and Load Rating/ Pier Footing Code Check.
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Select Load Combination Table as SubstructureLCT.
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Name the row as PierFootCCT.
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To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).
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Pier footing code check template is completed. |
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Follow the next steps to create a pile capacity code check. |
| 1 | Name the row as PileCapacityCCT. |  |
| 2 | Select Load Combination Table as SubstructureLCT. |
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Pile capacity code check template is completed. |
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Follow the next steps to create a load rating template. |
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Under Templates for Code Check and Load Rating/ Steel I Girder Load Rating, select Strength Combination Table and Service Combination Table columns as LoadRatingLCT in Analysis Results.
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Select LL (Fatigue) case.
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Similar to the Steel I Girder Code Check Template, enter the inputs for Bridge Parameters, Fatigue Parameters, Other and Appendix B6 columns.
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Load rating template is completed. |
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| 1 | Go to Steel I Girder Code Check under Templates for Code Check and Load Rating on the tree view.|
| 2 | Copy Code Parameters, Bridge Parameters, Appendix A6, and Appendix B6 from model inputs and paste into OpenBrIM. |
| 3 | Go to Steel I Girder Load Rating under Templates for Code Check and Load Rating on the tree view. |
| 4 | Copy Analysis Results, Bridge Parameters, Fatigue Parameters, Other and Appendix B6 from model inputs and paste into OpenBrIM. |
| 5 | Go to Field Splice Code Check under Templates for Code Check and Load Rating on the tree view. |
| 6 | Copy Params, and Design Parameters from model inputs and paste into OpenBrIM. |
| 7 | Go to Cross Frame Code Check under Templates for Code Check and Load Rating on the tree view. |
| 8 | Copy Params from model inputs and paste into OpenBrIM. |
| 9 | Go to Shear Stud Code Check under Templates for Code Check and Load Rating on the tree view. |
| 10 | Copy Analysis Results, Bridge Parameters, and Code Parameters from model inputs and paste into OpenBrIM. |
| 11 | Go to Pier Cap Code Check under Templates for Code Check and Load Rating on the tree view. |
| 12 | Copy General from model inputs and paste into OpenBrIM. |
| 13 | Go to Pier Column Code Check under Templates for Code Check and Load Rating on the tree view. |
| 14 | Copy Params from model inputs and paste into OpenBrIM. |
| 15 | Go to Pier Footing Code Check under Templates for Code Check and Load Rating on the tree view. |
| 16 | Copy General from model inputs and paste into OpenBrIM. |
| 17 | Go to Pile Capacity Check under Templates for Code Check and Load Rating on the tree view. |
| 182 | Copy Params from model inputs and paste into OpenBrIM. |
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Steel I Girder Code Check
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Code Parameters
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SuperstrCCT SuperstructureLCT StrengthServiceFatigue YES
SuperstrConstCCT SuperStrConstLCT Constructibility YES |
Bridge Parameters
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SuperstrCCT 1000 3
SuperstrConstCCT 1000 3 |
Appendix A6
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SuperstrCCT NO
SuperstrConstCCT NO |
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Appendix B6
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SuperstrCCT NO [] [] [[],[]] [[],[]]
SuperstrConstCCT NO [] [] [[],[]] [[],[]] |
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Steel I Girder Load Rating
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Analysis Results
| Code Block |
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SIGLRT1 LoadRatingLCT LoadRatingLCT 1 LLFat |
Bridge Parameters
| Code Block |
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SIGLRT1 1000 |
Fatigue Parameters
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SIGLRT1 200 200 50 0.1 2 2 MainArterialStateRoute |
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Other
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SIGLRT1 YES 1 |
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Appendix B6
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SIGLRT1 [] [] [[],[]] [[],[]] |
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Field Splice Code Check
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Params
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SpliceCCT SuperstructureLCT |
Design Parameters
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SpliceCCT 60 |
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Cross Frame Code Check
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Params
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CFrameCCT SuperstructureLCT |
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Shear Stud Code Check
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Analysis Results
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SStudCCT SuperstructureLCT |
Bridge Parameters
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SStudCCT 1000 3 |
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Code Parameters
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SStudCCT YES |
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Pier Cap Code Check
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General
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PierCapCCT SubstructureLCT Yes |
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Pier Column Code Check
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Params
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PierColCCT SubstructureLCT No |
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Pier Footing Code Check
General
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Pile Capacity Check | ||
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Params
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