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Panel
panelIconIdatlassian-info
panelIcon:info:
bgColor#DEEBFF

Follow the next steps to create steel I girder code check (AASHTO).

Longitudinal stiffener = No for this example.

(Long. Stiff-comp. flange:= distance btw longitudinal stiffener and compression flange (in).)
1

Go to Superstructure Code Checks/Steel I Girder Code Check (AASHTO).

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2

Under General column, select Girder as G4 (exterior girder).

3

Specify Station as 260 ft. (around 2nd span mid).

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4

Name the row G4Span.

5

Enter Panel Type as InteriorPanel (Panel Type serves for web panel classification).

6

Select Code Check Template as SuperstrCCT.

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7

Go to 2nd row (It’s for constructability checks for girder G1 at station 240 ft).

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8

Name the 2nd row G1SpanConst.

9

Select Girder column G1.

10

Enter Station as 240 ft.

11

Enter Panel Type as InteriorPanel.

12

Select Code Check Template as SuperstrConstCCT.

13

Go to 3rd row (It’s for serviceability (Strength, Service and Fatigue) checks for girder G2 at station 160 ft (at pier)).

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14

Name the 3rd row G2Support.

15

Select Girder column G2.

16

Enter Station as 160 ft.

17

Enter Panel Type as EndPanel.

18

Select Code Check Template as SuperstrCCT.

19

Switch Go to Reinforcement input column.

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20

Select Input Data Preference as Lumped in 1st row.

21

For Deck Rebar Material column, click A615_60, if not defined click Import.

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22

From Database drop-down menu, select Steel Material Database.

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23

From Category drop-down menu, select Reinforcing Steel.

24

From Asset drop-down menu, select A615_60 and click Import.

25

Drag down the imported material to the 2nd and 3rd rows.

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26

Enter reinforcement area values specified in the corresponding cells. (Note that based on the input data preference, inputs not applicable automatically turns into N/A).

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27

Switch to Stiffener input tab.

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28

Select all Has Long. Stiffener column cells at once. Set its value to NO.

29

Select all Has Trans. Stiffener column cells at once. Set its value to YES.

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30

Go to Stiffener Spacing Computation column.

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31

For the code checks at span region, keep the value Use Cross Frame Spacing as default.

32

For the code check at support region, click three-dots icon, and select User Input.

33

See Transverse Stiffener Spacing column turned from N/A to a numeric value. For this example, keep it value 82 in as default.

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34

Deck Reinforcement tab to select Data Preference.

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Tip

Steel I girder code check (AASHTO) is completed.

...

1

Go to Steel I Girder Code Check (AASHTO) under Superstructure Code Checks on the tree view.

2

Copy General , and Deck Reinforcement , and Stiffener from model inputs and paste into OpenBrIM.

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Insert excerpt
_ConfluenceInclusions
_ConfluenceInclusions
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nopaneltrue

Steel I Girder Code Check (AASHTO)

General

Code Block
G4Span	G4	260.0000	SuperstrCCT	InteriorPanel	ShoredConstructionInterior Panel	User Input	7.5639
G1SpanConst	G1	240.0000	SuperstrConstCCT	InteriorPanel	ShoredConstruction	Interior Panel	User Input	7.5639
G2Support	G2	160.0000	SuperstrCCT	EndPanel	ShoredConstruction

Reinforcement

Code Block
G4Span	Lumped	A615_60	7.893	3	3.947	3	0	0	NULL	NULL	NULL	NULL	0	0	1
G1SpanConst	Lumped	A615_60	7.893	3	3.947	3	0	0	NULL	NULL	NULL	NULL	0	0	1
G2Support	Lumped	A615_60	7.893	3	3.947	3	0	0	NULL	NULL	NULL	NULL	0	0	1
Stiffener
End Panel	User Input	7.5639

Deck Reinforcement

Code Block
G4Span	NO	YES	Use Cross Frame Spacing	82	5
G1SpanConst	NO	YES	Use Cross Frame Spacing	82	5
G2Support	NO	YES	User Input	82	5Deck Rebar	N/A	N/A	N/A	N/A
G1SpanConst	Use Deck Rebar	N/A	N/A	N/A	N/A
G2Support	Use Deck Rebar	N/A	N/A	N/A	N/A