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titlePier Cap Code Check Template
Concrete Pier Cap Code Check T [SIG]
1

🖱️ Click on Name cell and set name as PierCapCCT PierCapTemp1.

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As a result of these operations, an issue will appear on the OpenBrIM screen. This does not necessarily mean that any operation was done incorrectly. The issue will be resolved when the load combination table is define in the next step.

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_Quick Tips
_Quick Tips
nameIssue
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🖱️ Click the three-dots icon on the Load Combination Table cell, and then set SubstructureLCT.

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🖱️ Keep the Procedures for Shear Resistance Parameters β and θ, Include axial effects on flexure and shear computation?, Flexure Sign(Effective Shear Depth) and Select State Provisions and PS Load Case as default.

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🖱️ Keep Design Parameters as default.

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🖱️ Go to Section Analysis Tab.

🖱️ Keep Ignore Rebar Tendon in Section Property Calc? as default.

🖱️ Set 1000 to Section Analysis Refinement (Total Fiber Count).

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To model all the pier cap code check template, copy the data below and paste the parameters into the first cell in OpenBrIM spreadsheet. Refer to the quick tip for an easy guide on how to perform the copy operation. After completing the copy, proceed to the next step to verify the model.

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Pier Cap Code Check Template

General

Code Block
PierCapCCTPierCapTemp1	SubstructureLCT	GeneralizedNone	Yes	Use Critical Shear Concurrent Bending Moment	None
PierCapCCT2	SubstructureLCT	Generalized	Yes	Use Critical Shear Concurrent Bending Moment	FDOTNULL
PierCapTemp2	SubstructureLCT	FDOT	NULL

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Tip

The completed pier cap code check template is illustrated below. Please verify that you have the same model on your end by examining each view provided here. For more information on how to perform visual checks, refer to the quick tips.

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