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titleSteel I Girder Code Check (AASHTO)
Steel I Girder Code Check (AASHTO) [SIG]
1

(blue star) 🖱️ Click the three-dots icon on the Girder cell, and then set G4.

2

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 code check template is define in the next step.

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Insert excerpt
_Quick Tips
_Quick Tips
nameIssue
nopaneltrue

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(blue star)🖱️Enter the Station as 260.

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(blue star) 🖱️ Click the three-dots icon on the Code Check Template cell, and then set SuperstrCCT.

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(blue star) 🖱️ Keep the Panel Type and Modelar Ratio Comp. Method as default.

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(blue star)🖱️Enter the Modular Ratio as 7.5639.

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You can edit the Deck Reinforcement parameters of Steel I Girder Code Check from Deck Reinforcement tab.

(blue star) 🖱️ Click the three-dots icon on the Input Data Preference cell, and then set Override Deck Rebar.

(blue star)🖱️Enter the Lumped Top Reinforcement Area as 7.893.

(blue star)🖱️Enter the Distance from the CL of top bars to deck top as 3.

(blue star)🖱️Enter the Lumped Bottom Reinforcement Area as 3.947.

(blue star)🖱️Enter the Distance from the CL of bottom bars to deck bottom as 3.

(blue star) 🖱️ Click the three-dots icon on the Deck Rebar Material cell, and then set A615_60.

(blue star)🖱️Enter the Concrete creep adjustment factor as 3.

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(blue star) 🖱️ Set name as G4Span.

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To model all the steel i girder code check, 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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