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 | |
2 | It is sufficient to define one Load Combination Table for Pier Column code control.
Enter the name in the Name column as PileCapCCT | |
3 | Click three-dots icon on Load Combination Table and assing 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 | ||||||||
---|---|---|---|---|---|---|---|---|
|
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 | |||||
|