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Please follow the instructions provided below to define the load cases (classes) combined with the load factors. |
1 | This section defines unfactored cases for result extraction, which are mapped as DC, DW, LL, and WL in accordance with AASHTO specifications. If the Strength 1 limit state factors vary between the superstructure and substructure, two Strength 1 limit state cases can be specified here with different factors. Furthermore, different DOT amendments may supersede these factors, and users can modify them as needed within this section. | |
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4 | Navigate to Combinations > Design Load Combinations > Limit States | |
5 | Click three-dots icon on Name cell and click Import OBPAASHTOLimitState. | |
6 | To import the "AASHTO 9th Edition Load Combination" data from the OpenBrIM Library to your project, select it from the options available in the combobox. At this stage, you are tasked with defining 18 load cases, which are categorized into the following groups: | |
7 | For Substructure:
For Superstructure:
For Constructibility
For Fatigue:
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8 | Navigate to Load Cases 1 tab. Assign the unfactored result cases defined in the previous step to DC1(Noncomposite Dead Load) | |
9 | Click three-dots icon on DC1 (Noncomposite Dead Load) cell and click Select. Select DC1_Sub result extraction cases for “StrengthI_sub” as in the figure Then enter γmax & γmin data. | |
10 | In order to set DC1 for all limit states, you can click and drag the fill handle (the small square in the lower-right corner of the selected cell) | |
11 | In same way, keep selecting the result cases for different load types | |
12 | Load types not included in this example should remain as NULL. |
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1 | Go to Limit States under Design Load Combinations on the tree view. |
2 | Copy Load Modifiers, Load Cases 1, Load Cases 2, and Load Cases 3 from model inputs and paste into OpenBrIM. |
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Load Modifiers | Load Cases 1 | Load Cases 2 | Load Cases 3 | ||||||||||||||||||||
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