Pier Column Code Check T

This section configures the code check template for pier column design verification.

Navigation: Templates for Code Check > Pier Column Code Check T

Steps

Step 1: Navigate to Pier Column Code Check T

Navigate to Templates for Code Check > Pier Column Code Check T in the tree view.

Step 2: Configure Axial-Moment Interaction

Set parameters for P-M interaction verification:

• Interaction diagram generation
• Slenderness effects
• Biaxial bending considerations

Step 3: Configure Shear Checks

Set parameters for column shear capacity:

• Concrete contribution (Vc)
• Steel contribution (Vs)
• Maximum shear limits

Step 4: Define Check Locations

Specify critical sections:

• Top of column (cap connection)
• Bottom of column (footing connection)
• Maximum moment locations

Quick Tip: Slenderness Effects

For tall columns, second-order effects may be significant. Ensure moment magnification factors are properly applied per AASHTO LRFD Section 5.6.4.

Verification

After completing these steps, the pier column code check template is ready for design verification.