Pier Footing Code Check T
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This section configures the code check template for pier footing design verification.
Navigation: Templates for Code Check > Pier Footing Code Check T
Navigate to Templates for Code Check > Pier Footing Code Check T in the tree view.
Set parameters for footing flexural verification:
Bottom reinforcement for positive moment
Top reinforcement for pile uplift (if applicable)
Set parameters for footing shear capacity:
One-way shear (beam shear)
Two-way shear (punching shear)
Critical section locations
Set allowable bearing pressure limits based on geotechnical recommendations.
For one-way shear, the critical section is at distance 'd' from the column face. For two-way shear, the critical perimeter is at 'd/2' from the column.
After completing these steps, the pier footing code check template is ready for design verification.
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