For the complete documentation index, see llms.txt. This page is also available as Markdown.

Pier Column Code Check T

Step 1: Navigate Templates for Code Check > Pier Column Code Check

Step 2: For Pier Column code check, 1 Load Combination Tables must be defined.

Step 3: Click three-dots icon on Load Combination Table and set SubstructureLCT.

Since the Pier Column is a substructure element, the appropriate Load Combination Table to assign would be "SubstructureLCT".

Step 4: Keep other parameters constant as follows.

Step 5: "Procedures for Shear Resistance Parameters ß and θ ..": Generalized

Step 6: Interaction Diagram Limit State: Strength Limit States

Step 7: "Flexure Sign (Effective Shear Depth)": Use Critical Shear Concurrent Bending Moment



If icon won't appear, collapse page tree menu by clicking on arrow or using shortcut "[".

Last updated