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Follow the next steps to create a pier column code check.

1

Go to Templates for Code Check and Load Rating/ Pier Column Code Check.

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2

Select Load Combination Table as SubstructureLCT.

3

Name the row as PierColCCT.

4

To exclude AASHTO Appendix B5 provisions, keep Use of Appendix B5 column as default (NO).

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Keep Procedures for Shear Resistance, Limit State for Shear Check, Interaction Diagram Limit State, Flexure Sign and Select State Provisions parameters as default.

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Tip

Pier column code check template is completed.

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1

Go to Pier Column Code Check under Templates for Code Check and Load Rating on the tree view.

2

Copy Params General from model inputs and paste into OpenBrIM.

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Insert excerpt
_ConfluenceInclusions
_ConfluenceInclusions
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Pier Column Code Check

ParamsGeneral

Code Block
PierColCCT	SubstructureLCT	Generalized	Strength Limit States	Strength Limit States	Use Critical Shear Concurrent Bending Moment	None