| Panel | ||||||
|---|---|---|---|---|---|---|
| ||||||
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 Main 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 | In this example, input data kept as default. | ||||||
...