| Info |
|---|
Please follow the instructions provided below to create Pier Footing code check template |
| 1 | Navigate Templates for Code Check and Load Rating > Pier Footing Code Check T |
|
| 2 | It is sufficient to define one Load Combination Table for Pier Footing code control.
Enter the name in the Name column as PileCapCCT | |
| 3 | Click three-dots icon on Load Combination Table and assign SubstructureLCT. Since the Pier Footing is a substructure element the appropriate Load Combination Table to assign would be "SubstructureLCT". |
|
| 4 | Keep other parameters constant as follows. | 
|
| 5 | “Procedures for Shear Resistance Parameters ß and θ ..”: Generalized | |
| 6 | “Include acxial effects on flexure and shear computation?” : Yes | |
| 7 | “Flexure Sign (Effective Shear Depth)”: Use Critical Shear Concurrent Bending Moment |
...
| Insert excerpt | ||||||||
|---|---|---|---|---|---|---|---|---|
|
...
| Insert excerpt | ||||||||
|---|---|---|---|---|---|---|---|---|
|
| 1 | Navigate to Pier Footing Code Check T under Templates for Code Check and Load Rating on the tree view. |
| 2 | Copy General from model inputs and paste into OpenBrIM. |
| Tip |
|---|
The Pier Footing Code Check have been created. |
...
| Anchor | ||||
|---|---|---|---|---|
|
| Insert excerpt | ||||||||
|---|---|---|---|---|---|---|---|---|
|
Pier Footing Code Check T | |||||
|---|---|---|---|---|---|
General | |||||
|