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.

Go to Steel I Girder Code Check under Templates for Code Check and Load Rating on the tree view.

Copy Code Parameters, Bridge Parameters, Appendix A6, and Appendix B6 from model inputs and paste into OpenBrIM.

Go to Steel I Girder Load Rating under Templates for Code Check and Load Rating on the tree view.

Copy Analysis Results, Bridge Parameters, Fatigue Parameters, Other and Appendix B6 from model inputs and paste into OpenBrIM.

Go to Field Splice Code Check under Templates for Code Check and Load Rating on the tree view.

Copy Params, and Design Parameters from model inputs and paste into OpenBrIM.

Go to Cross Frame Code Check under Templates for Code Check and Load Rating on the tree view.

Copy Params from model inputs and paste into OpenBrIM.

Go to Shear Stud Code Check under Templates for Code Check and Load Rating on the tree view.

Copy Analysis Results, Bridge Parameters, and Code Parameters from model inputs and paste into OpenBrIM.

Go to Pier Cap Code Check under Templates for Code Check and Load Rating on the tree view.

Copy General from model inputs and paste into OpenBrIM.

Go to Pier Column Code Check under Templates for Code Check and Load Rating on the tree view.

Copy Params from model inputs and paste into OpenBrIM.

Go to Pier Footing Code Check under Templates for Code Check and Load Rating on the tree view.

Copy General from model inputs and paste into OpenBrIM.

Go to Pile Capacity Check under Templates for Code Check and Load Rating on the tree view.

Copy Params from model inputs and paste into OpenBrIM.

Code Parameters

SuperstrCCT	SuperstructureLCT	StrengthServiceFatigue	YES
SuperstrConstCCT	SuperStrConstLCT	Constructibility	YES

Bridge Parameters

SuperstrCCT	1000	3
SuperstrConstCCT	1000	3

Appendix A6

SuperstrCCT	NO
SuperstrConstCCT	NO

Appendix B6

SuperstrCCT	NO	[]	[]	[[],[]]	[[],[]]
SuperstrConstCCT	NO	[]	[]	[[],[]]	[[],[]]

Analysis Results

SIGLRT1	LoadRatingLCT	LoadRatingLCT	1	LLFat

Bridge Parameters

SIGLRT1	1000

Fatigue Parameters

SIGLRT1	200	200	50	0.1	2	2	MainArterialStateRoute

Other

SIGLRT1	YES	1

Appendix B6

SIGLRT1	[]	[]	[[],[]]	[[],[]]

Params

SpliceCCT	SuperstructureLCT

Design Parameters

SpliceCCT	60

Params

CFrameCCT	SuperstructureLCT

Analysis Results

SStudCCT	SuperstructureLCT

Bridge Parameters

SStudCCT	1000	3

Code Parameters

SStudCCT	YES

General

PierCapCCT	SubstructureLCT	Yes

Params

PierColCCT	SubstructureLCT	No

General

PierFootCCT	SubstructureLCT	No

Params

PileCapacityCCT	SubstructureLCT