Content Comparison

Under Templates for Code Check and Load Rating/ Steel I Girder Code Check, go to Code Parameters.

Name the 1^st 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.

Go to 2^nd row and name it as SuperstrConstLCT.

Select Load Combination Table column as SuperStrConstLCT.

Select Check For column as Constructibility.

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.

Go to Templates for Code Check and Load Rating/ Cross Frame Code Check.

Select Load Combination Table as SuperstructureLCT.

Name the row CFrameCCT.

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).

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).

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).

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).

Name the row as PileCapacityCCT.

Select Load Combination Table as SubstructureLCT.

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.

Select LL (Fatigue) case.

Similar to the Steel I Girder Code Check Template, enter the inputs for Bridge Parameters, Fatigue Parameters, Other and Appendix B6 columns.