Please follow the instructions provided below to create Prestressed I Girder Code Check
| 1 | In this section, you can specify the precast I girders you wish to analyze, along with their strength losses and the relevant code requirements you want to consider for this analysis. This information is essential for conducting code checks. | |
| 2 | Navigate Superstructure Code Checks > Prestressed I Girder Code Check |   |
| 3 | Click three-dots icon on Girder and click select Set as G2 and G12 girders 2 Girders were selected from 2 different spans. | |
| 4 | Click three-dots icon on Code Check Template and assign PIGTemp both of them
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| 5 | Click three-dots icon on Detailed Calculation Position and click select. |   |
| 6 | Assign data as follows
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| 7 | Keep "Number of Code Check Location" parameter constant as defult value. |  |
| 8 | Navigate Loss Calculation Tab |  |
| 9 | Enter parameter values as in the figure | |
| 10 | Navigate Shear Reinforcement tab. |   |
| 11 | Click three-dots icon on Shear Reinforcement data for PIGCC1 (PIG2) and click select. | |
| 12 | In this section, we will establish the calculation for shear reinforcement compaction in a manner that is specific to each station. This will be done within the spreadsheet. | |
| 13 | Enter Shear Reinforcements Data for PIGCC1 as in the figure The Shear Reinforcement will be wound along the entire girder as in the figure. (PIG2) The most frequent wrapping will be perform 2 feet from the beginning and end along the girder. The loosest wrapping will be applied towards the center of the girders. |    |
| 14 | The same wrapping method as described earlier will also be applied for "PIGCC2". |  |
| 15 | Enter Shear Reinforcements Data for PIGCC2 (PIG12) as in the figure | |
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Navigate to Prestressed I Girder Code Check under Superstructure Code Checks on the tree view. |
| 2 | Copy Inputs, Loss Calculation, and Shear Reinforcements from model inputs and paste into OpenBrIM. |
The Prestressed I Girder Code Check (AASHTO) have been created.
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 . 
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Prestressed I Girder Code Check | ||
|---|---|---|
Inputs | Loss Calculation | Shear Reinforcements |
PIGCC1 PIGTemp PIG2 0.5L 10.0000 PIGCC2 PIGTemp PIG12 0.9L 10.0000 | PIGCC1 5.0000 1.0000 100.0000 2000.0000 70.0000 PIGCC2 5.0000 1.0000 100.0000 2000.0000 70.0000 | PIGCC1 [[24, ASTMA615No4, 3, 2],[96, ASTMA615No4, 6, 2],[374.4, ASTMA615No4, 12, 2],[96, ASTMA615No4, 6, 2],[24, ASTMA615No4, 3, 2]] PIGCC2 [[24, ASTMA615No4, 3, 2],[96, ASTMA615No4, 6, 2],[779.52, ASTMA615No4, 12, 2],[96, ASTMA615No4, 6, 2],[24, ASTMA615No4, 3, 2]] |
Prestressed I Girder Code Check | |
|---|---|
Shear Reinforcements for PIGCC1 (PIG2) | Shear Reinforcements for PIGCC2 (PIG12) |
2.0000 ASTMA615No4 3.0000 2.0000 8.0000 ASTMA615No4 6.0000 2.0000 31.2000 ASTMA615No4 12.0000 2.0000 8.0000 ASTMA615No4 6.0000 2.0000 2.0000 ASTMA615No4 3.0000 2.0000 | 2.0000 ASTMA615No4 3.0000 2.0000 8.0000 ASTMA615No4 6.0000 2.0000 64.9600 ASTMA615No4 12.0000 2.0000 8.0000 ASTMA615No4 6.0000 2.0000 2.0000 ASTMA615No4 3.0000 2.0000 |
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