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Follow the next steps to create a shear stud code check. |
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After clicking on ‘Templates for Code Check and Load |
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Rating> Shear Stud Code Check' in the navigation treeview, follow the steps to define the Shear Stud Code Check Template. You can use the collapsed documentation page below for more information on the explanations of each parameter. |
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Under Analysis Results, select Load Combination Table as SuperstructureLCT.
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Name the row SStudCCT.
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Switch to Bridge Parameters. Enter ADTT and Number of lanes available to trucks as 3.
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Switch to Code Parameters. Keep haunch preference as default (YES).
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| Shear Stud Code Check T [SIG] |
| 1 | 🖱️ Click on Name cell and set name as SStudCCT. |
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| 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 load combination table is define in the next step. |  | ||||
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Go to Shear Stud Code Check under Templates for Code Check and Load Rating on the tree view.
Copy Analysis Results, Bridge Parameters, and Code Parameters from model inputs and paste into OpenBrIM.
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Shear Stud Code Check
Analysis Results
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SStudCCT SuperstructureLCT |
Bridge Parameters
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SStudCCT 1000 3 |
Code Parameters
| 4 | 🖱️ Click the three-dots icon on the Load Combination Table cell, and then set SuperstructureLCT. |
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| 5 | 🖱️ Keep the Include Haunch for Section Properties? and Modular Ratio Comp. Method parametersas default. |
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| 6 | You can edit the Fatigue parameters of Shear Stud Code Check from Fatigue Parameters tab. 🖱️Enter the ADTT as 1250. 🖱️Enter the Number of lanes available to trucks as 3. |
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| 7 | Proceed to the next step to verify the model. | |
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The completed shear stud 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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To view the entire procedure explained on this page, please watch the recorded Video below. |
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