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.
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to proceed with superstructure code check templates. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a Steel I girder code check. |
...
Under Templates for Code Check and Load Rating/ Steel I Girder Code Check, go to Code Parameters.
...
...
Name the 1st row as SuperstrCCT.
...
Select Load Combination Table as SuperstructureLCT.
...
Select Check For as StrengthServiceFatigue.
...
...
To include haunch for section property computation, keep Include Haunch for Section Properties? as YES.
...
Switch to Bridge Parameters. Specify ADTT (Annual Average Daily Truck Traffic) as 1000 and Number of lanes available to trucks as 3.
...
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to define one more template for constructibility checks. |
...
Go to 2nd row and name it as SuperstrConstLCT.
...
...
Select Load Combination Table column as SuperStrConstLCT.
...
Select Check For column as Constructibility.
| Tip |
|---|
Steel I girder code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a field splice code check. |
...
Go to Templates for Code Check and Load Rating/ Field Splice Code Check.
...
...
Select Load Combination Table as SuperstructureLCT.
...
Name the row SpliceCCT.
...
Switch to Design Parameters column. Keep the Design Parameters as default (60 kip/in2) for this case.
| Tip |
|---|
Field splice code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a cross frame code check. |
...
Go to Templates for Code Check and Load Rating/ Cross Frame Code Check.
...
...
Select Load Combination Table as SuperstructureLCT.
...
Name the row CFrameCCT.
| Tip |
|---|
Cross frame code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a shear stud code check. |
...
Go to Templates for Code Check and Load Rating/ Shear Stud Code Check.
...
...
Under Analysis Results, select Load Combination Table as SuperstructureLCT.
...
Name the row SStudCCT.
...
...
Switch to Bridge Parameters. Enter ADTT and Number of lanes available to trucks as 3.
...
Switch to Code Parameters. Keep haunch preference as default (YES).
| Tip |
|---|
Shear stud code check template is completed. |
| Tip |
|---|
Superstructure code check template definitions are completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to proceed with substructure code check templates. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a pier cap code check. |
...
Go to Templates for Code Check and Load Rating/ Pier Cap Code Check.
...
...
Under General, select Load Combination Table as SubstructureLCT.
...
Name the row as PierCapCCT.
...
To apply AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (YES).
...
| Tip |
|---|
Pier cap code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a pier column code check. |
...
Go to Templates for Code Check and Load Rating/ Pier Column Code Check.
...
...
Select Load Combination Table as SubstructureLCT.
...
Name the row as PierColCCT.
...
To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).
...
| Tip |
|---|
Pier column code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a pier footing code check. |
...
Go to Templates for Code Check and Load Rating/ Pier Footing Code Check.
...
...
Select Load Combination Table as SubstructureLCT.
...
Name the row as PierFootCCT.
...
To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).
...
| Tip |
|---|
Pier footing code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a pile capacity code check. |
...
Name the row as PileCapacityCCT.
...
...
Select Load Combination Table as SubstructureLCT.
| Tip |
|---|
Pile capacity code check template is completed. |
| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
Follow the next steps to create a load rating template. |
| 1 | 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. |   |
| 2 | Select LL (Fatigue) case. |   |
| 3 | Similar to the Steel I Girder Code Check Template, enter the inputs for Bridge Parameters, Fatigue Parameters, Other and Appendix B6 columns. | |
...
| Insert excerpt | ||||||||
|---|---|---|---|---|---|---|---|---|
|
| 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. | ||
| 42 | Copy Analysis Results, Bridge Parameters, Fatigue Parameters, Other and Appendix B6 from model inputs and paste into OpenBrIM. | 5Go 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. | ||
| 18 | Copy Params from model inputs and paste into OpenBrIM. |
...
| Anchor | ||||
|---|---|---|---|---|
|
| Insert excerpt | ||||||||
|---|---|---|---|---|---|---|---|---|
|
...
Steel I Girder Code Check
...
Code Parameters
| Code Block |
|---|
SuperstrCCT SuperstructureLCT StrengthServiceFatigue YES
SuperstrConstCCT SuperStrConstLCT Constructibility YES |
Bridge Parameters
| Code Block |
|---|
SuperstrCCT 1000 3
SuperstrConstCCT 1000 3 |
Appendix A6
| Code Block |
|---|
SuperstrCCT NO
SuperstrConstCCT NO |
Appendix B6
...
SuperstrCCT NO [] [] [[],[]] [[],[]]
SuperstrConstCCT NO [] [] [[],[]] [[],[]]Steel I Girder Load Rating | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Analysis Results
| Bridge Parameters
| Fatigue Parameters
| Other
| Appendix B6
| ||||||||||
Field Splice Code Check
Params
| Code Block |
|---|
SpliceCCT SuperstructureLCT |
Design Parameters
| Code Block |
|---|
SpliceCCT 60 |
Cross Frame Code Check
Params
| Code Block |
|---|
CFrameCCT SuperstructureLCT |
Shear Stud Code Check
Analysis Results
| Code Block |
|---|
SStudCCT SuperstructureLCT |
Bridge Parameters
| Code Block |
|---|
SStudCCT 1000 3 |
Code Parameters
| Code Block |
|---|
SStudCCT YES |
Pier Cap Code Check
General
| Code Block |
|---|
PierCapCCT SubstructureLCT Yes |
Pier Column Code Check
Params
| Code Block |
|---|
PierColCCT SubstructureLCT No |
Pier Footing Code Check
General
| Code Block |
|---|
PierFootCCT SubstructureLCT No |
Pile Capacity Check
Params