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This quick guide provides a concise overview of the design reports presented on the right side of the screen. | Steel Tub-Girder Code Check | ||||||||||||
Internal Cross-Frame Code Check | |||||||||||||
Field Splice Code Check | |||||||||||||
Pier Cap Code Check | |||||||||||||
Pier Column Code Check | |||||||||||||
Pier Footing Code Check | |||||||||||||
Pile Capacity Code Check | |||||||||||||
1 | Please ensure that the 'FEM' button located in the top-middle of the screen is active. If the button is inactive, the 'Analysis' button will not appear. | ||||||||||||
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Once the 'Analysis' button appears in the top left corner, it indicates that the FE model has been compiled and is ready for analysis. | |||||||||||||
→ Click on it to initiate the finite element analysis (FEA) of the steel tub-girder bridge. | |||||||||||||
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2 | → Once the analysis is completed, click the "Close" button to exit the analysis interface. | ||||||||||||
3 | Click on the 'Design' button that appears in the top left corner instead of the analysis button → Proceed by clicking the "Design" button to calculate the parametric design parameters and collect the analysis results required for the correspondingdesign reportreports. During the design process, you can track the design progress from the top-middle of the screen. ⚠️ You should keep the design tab visible until the task completes, as hiding or minimizing itthe page pauses the process of collecting analysis results. The design process of this project | ||||||||||||
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4 | When → After the design run is completed, a summary pop-up will appear displaying the durations of the stages. Clickclick on the "OK" button to start viewing the created design reports. | ||||||||||||
5 | After the design run is completed, click on the 'Reports' button that appears in the top left corner, and then click on 'Detailed Report' to view the various design reports that have been set for the project. | → Clicking on the "Report" and "Detailed Report" buttons successively will display a range of design reports that can be accessed. | |||||||||||
→ By clicking on the "Detailed Report" option, you will be able to access a diverse range of design outputs that provide: |
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The common steps before investigating individual design reports have been completed. |
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1 | In the summary report, the code checks for the employed girder, code check station, limit state are presented along with the corresponding design check parameters (D/C ratio, Pass/Fail State). | |
2 | Clicking on the "Detailed Report" icon, as illustrated in the previous step, will open a detailed code check report. | |
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Internal Cross-Frame Code Check Report
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1 | In the summary report form, the resultant code check values for each chord of the cross frame are presented. Additionally, the summary report format includes gusset plate bolted connection checks. | |
2 | Clicking on the "Detailed Report" icon (marked in red), as illustrated in the previous step, will open a detailed code check report that includes axial force member checks. | |
3 | Clicking on the "Detailed Report" icon (marked in blue) will open a separate report specifically for bolted gusset plate checks. | |
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Field Splice Code Check Report
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1 | In the summary report, the code check parameters for the corresponding splices are presented for splice plates and bolts, considering the D/C ratio. These parameters specifically address the strength and service limit states. | |
2 | Clicking on the "Detailed Report" icon, as illustrated in the previous step, will open a detailed code check report. | |
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Pier Cap Code Check Report
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1 | In the summary report, pier cap code checks are conducted using a design templates, namely for AASHTO (marked in red). The report presents the results of these code checks for the pier cap design. | |
2 | Clicking on the "Detailed Report" icon (marked in red), as illustrated in the previous step, will open a detailed code check report that includes pier cap code checks for flexure, shear, torsion, fatigue and reinforcement limits. | |
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Pier Column Code Check Report
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1 | In the summary report, the pier column code check presents the results of code checks as either D/C ratios or in Pass/Fail form, accordingly. | |
2 | Clicking on the "Detailed Report" icon, as illustrated in the previous step, will open a detailed code check report that includes pier column code checks for axial force-moment interaction, axial compression, shear, torsion, and reinforcement limits. | |
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Pier Footing Code Check Report
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1 | The summary report for pier footing code check includes D/C values and Pass/Fail status for flexure, one-way shear, two-way shear, and reinforcement limits. | |
2 | Clicking on the "Detailed Report" icon, as illustrated in the previous step, will open a detailed code check report that includes pier footing code checks. | |
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Pile Capacity Code Check Report
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1 | The summary report for pile capacity code check reports the maximum D/C value against the specified pile capacity. | |
2 | Clicking on the "Detailed Report" icon, as illustrated in the previous step, will open a detailed code check report that includes the most critical results, as well as all the results from different limit states. | |
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Quick Tips - Exploring Design Variables in Depth |
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