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. |
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 Superstructure Code Checks on the tree view. |
2 | Copy Inputs, Flexural Reinforcements, and Shear Reinforcements from model inputs and paste into OpenBrIM. |
Pier Footing Code Check | ||
---|---|---|
Inputs PierFootCC PierFootCCT Footing1 10 20 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 6 6 2 2 |
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