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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.

Follow the next steps to proceed with superstructure code check templates.

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 Code Parameters.

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 Bridge 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 next steps to create a field splice code check.

1

Go to Templates for Code Check and Load Rating/ Field Splice Code Check.

2

Select Load Combination Table as SuperstructureLCT.

3

Name the row SpliceCCT.

4

Switch to Design Parameters column. Keep the Design Parameters as default (60 kip/in2) for this case.

Field splice code check template is completed.

Follow the next steps to create a cross frame code check.

1

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

2

Select Load Combination Table as SuperstructureLCT.

3

Name the row CFrameCCT.

Cross frame code check template is completed.

Follow the next steps to create a shear stud code check.

1

Go to Templates for Code Check and Load Rating/ Shear Stud Code Check.

2

Under Analysis Results, select Load Combination Table as SuperstructureLCT.

3

Name the row SStudCCT.

4

Switch to Bridge Parameters. Enter ADTT and Number of lanes available to trucks as 3.

5

Switch to Code Parameters. Keep haunch preference as default (YES).

Shear stud code check template is completed.

Superstructure code check template definitions are completed.

Follow the next steps to proceed with substructure code check templates.

Follow the next steps to create a pier cap code check.

1

Go to Templates for Code Check and Load Rating/ Pier Cap Code Check.

2

Under General, select Load Combination Table as SubstructureLCT.

3

Name the row as PierCapCCT.

4

To apply AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (YES).

Pier cap code check template is completed.

Follow the next steps to create a pier column code check.

1

Go to Templates for Code Check and Load Rating/ Pier Column Code Check.

2

Select Load Combination Table as SubstructureLCT.

3

Name the row as PierColCCT.

4

To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).

Pier column code check template is completed.

Follow the next steps to create a pier footing code check.

1

Go to Templates for Code Check and Load Rating/ Pier Footing Code Check.

2

Select Load Combination Table as SubstructureLCT.

3

Name the row as PierFootCCT.

4

To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).

Pier footing code check template is completed.

Follow the next steps to create a pile capacity code check.

1

Name the row as PileCapacityCCT.

2

Select Load Combination Table as SubstructureLCT.

Pile capacity code check template is completed.

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.

Load rating 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 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.

18

Copy Params from model inputs and paste into OpenBrIM.

 Quick Tip: Copy inputs to 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
SuperstrConstCCT	SuperStrConstLCT	Constructibility	YES

Bridge Parameters

SuperstrCCT	1000	3
SuperstrConstCCT	1000	3

Appendix A6

SuperstrCCT	NO
SuperstrConstCCT	NO

Appendix B6

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

Steel I Girder Load Rating

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	[]	[]	[[],[]]	[[],[]]

Field Splice Code Check

Params

SpliceCCT	SuperstructureLCT

Design Parameters

SpliceCCT	60

Cross Frame Code Check

Params

CFrameCCT	SuperstructureLCT

Shear Stud Code Check

Analysis Results

SStudCCT	SuperstructureLCT

Bridge Parameters

SStudCCT	1000	3

Code Parameters

SStudCCT	YES

Pier Cap Code Check

General

PierCapCCT	SubstructureLCT	Yes

Pier Column Code Check

Params

PierColCCT	SubstructureLCT	No

Pier Footing Code Check

General

PierFootCCT	SubstructureLCT	No

Pile Capacity Check

Params

PileCapacityCCT	SubstructureLCT
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