Steel I Girder Load Rating [EX1-SIG]
- Zeynep Bayam
- Melis Ceylan
- Umut Nuhat Sevinc
- mert.goktas (Unlicensed)
After clicking on ‘Load Rating> Steel I Girder Load Rating' in the navigation treeview, follow the steps to define the Steel I Girder Load Rating. You can use the collapsed documentation page below for more information on the explanations of each parameter.
| 1 | Click the three-dots icon on the Girder cell, and then set G1. |
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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 rating template is defined in the next step. | 
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| 3 | ||
| 4 | Enter the Station as 240. |
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| 5 | Click the three-dots icon on the Load Rating Template cell, and then set SIGLRT1. |
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| 6 | Keep the Panel Type as default. |
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| 7 | Click the three-dots icon on the Modular Ratio Comp. Method cell, and then set EsbyEc. |
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| 8 | Keep the Deck Reinforcement, Cover Plates and Section Losses parameters as default. | |
| 9 | Set name as LoadRatReport. |
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| 10 | Proceed to the next step to verify the model. | |
The completed steel i girder load rating 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.