Access Steel Tub Girder Training Example
Info |
---|
Please follow below instructions in order to access ‘Steel Tub Girder Training Example’ |
1 | After logging → Log in to your account , click onand locate the 'Project' locatedoption in the top right corner .Then, click on 'NEW' located in. | ||||||||||||
| |||||||||||||
→ Click on 'Project' and then select 'NEW' from the top left corner of the screen. | |||||||||||||
2 | Click → Under the 'Example Project' section, click on 'New Project' specifically located under within the 'Steel Tub-Girder Training Example' in the ' Example Project' section of the opened window. | ||||||||||||
3 | After giving → Provide a name for your project and proceed to open the project, the example project will open. | ||||||||||||
| |||||||||||||
View Design Reports of Steel Tub Girder Training Example
Info |
---|
Please follow the instructions provided below instructions in order to view Code Check Reportsto initiate steel tub-girder code check reports. |
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 make sureensure 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 .When. | |||||||||||||||
| ||||||||||||||||
Once the 'Analysis' button appears in the top left corner, click onit to start the analysisindicates 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. This project's analysis takes approximately | ||||||||||||||||
| ||||||||||||||||
2 | When → Once the analysis is completed, click on 'Close' located in the bottom right corner of the analysis screen the "Close" button to exit the analysis interface. | |||||||||||||||
3 |
| |||||||||||||||
4 |
| |||||||||||||||
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. |
...
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. | |
3 |
Internal Cross-Frame Code Check Report
...
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. | |
4 |
Field Splice Code Check Report
...
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. | |
3 |
Pier Cap Code Check Report
...
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. | |
3 |
Pier Column Code Check Report
...
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. | |
3 |
Pier Footing Code Check Report
...
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. | |
3 |
Pile Capacity Code Check Report
...
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. | |
3 |
Panel | ||||||||
---|---|---|---|---|---|---|---|---|
| ||||||||
Quick Tips - Exploring Design Variables in Depth |
Insert excerpt | ||||||||
---|---|---|---|---|---|---|---|---|
|
Insert excerpt | ||||||||
---|---|---|---|---|---|---|---|---|
|