Follow the next steps to create pier footing code check.
| 1 | Go to Substructure Code Checks/Pier Footing Code Check. |  |
| 2 | Under Pier Footing Template, set PierFootCCT. | |
| 3 | Select Pile Cap and set Footing1. |  |
| 4 | Specify code check stations in longitudinal and transverse directions by Distance in X-dir from centroid and Distance in Y-dir from centroid parameters as 10 and 20, respectively. |  |
| 5 | Name the 1st row PierFootCC. | |
| 6 | Switch to Flexural Reinforcements column | |
| 7 | 
| |
| 8 | Set A615_60 to Reinforcement Material. |  |
| 9 | From three-dots icon of 1st row under Longitudinal Direction Reinforcements, click to Edit. |  |
| 10 | From three dot of 1st row under Rebar Profile, click ASTMA615No8, if it is not defined click Import. |  |
| 11 | From the Asset drop-down, select ASTMA615No8. |  |
| 12 | Click Import. | |
| 13 | Enter Spacing of Reinforcements and Distance to Extreme Fiber. |  |
| 14 | Go to the 2nd row. |  |
| 15 | To define rebar info for the top, under Top or Bottom parameter, select Top. | |
| 16 | Drag down 3rd and 4th column data of 1st row. |  |
| 17 | Click back icon to go back. |  |
| 18 | From three-dots icon of 1st row under Transverse Direction Reinforcements, click to Edit. | |
| 19 | Set ASTMA615No8 to Rebar Profile. |  |
| 20 | Enter Spacing of Reinforcements and Distance to Extreme Fiber. |  |
| 21 | Go to 2nd row. |  |
| 22 | To define rebar info for the top, under Top or Bottom parameter, select Top. | |
| 23 | Drag down 3rd and 4th column data of 1st row | |
| 24 | Switch to Shear Reinforcements column. |  |
| 25 | Select the Shear Reinforcement Profile in Longitudinal Direction, Shear Reinforcement Profile in Transverse Direction, Shear Reinforcement Material and Shear Reinforcement and enter values for the Spacing in Longitudinal Direction, Spacing in Transverse Direction, Num of Legs in Long. Dir. and Num of Legs in Trans. Dir. | |
Pier footing code check is completed.
Follow the below steps to copy and paste all inputs from our data set.
| 1 | Go to Pier Footing Code Check under Substructure Code Checks on the tree view. |
| 2 | Copy General, Flexural Reinforcements, and Shear Reinforcements from model inputs and paste into 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 . 
|
Pier Footing Code Check | ||
|---|---|---|
General PierFootCC PierFootCCT Footing1 10.0000 20.0000 All | Flexural Reinforcements PierFootCC A615_60 [[1, ASTMA615No8, 10, 4],[0, ASTMA615No8, 10, 4]] [[1, ASTMA615No8, 10, 4],[0, ASTMA615No8, 10, 4]] | Shear Reinforcements PierFootCC ASTMA615No5 ASTMA615No5 A615_60 6.0000 6.0000 2.0000 2.0000 Include |
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