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Steel Tub-Girder Code Check Report
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Please follow the instructions provided below to create steel tub-girder code check reports. |
| 1 | In the summary report, the code checks for the employed girder, code check station, limit state, additional provisions (Appendix A6, Appendix B6) (if any), and state specifications (if any) 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. |  |
Internal Cross-Frame Code Check Report
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Please follow the instructions provided below to create cross frame code check reports. |
| 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. |  |
Field Splice Code Check Report
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Steel Tub Girder Code Check Report
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Internal Cross-Frame Code Check Report
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Gusset Plate Code Check Report
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Field Splice Code Check Report
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Pier Cap Code Check Report
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Pier Code Check Report
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Footing Code Check Report
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Pile Code Check Report
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Please follow the instructions provided below to create field splice code check reports. |
| 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. |  |
Pier Cap Code Check Report
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Please follow the instructions provided below to create pier cap code check reports. |
| 1 | In the summary report, pier cap code checks are conducted using two design templates, namely for AASHTO (marked in red) and state specifications (marked in blue). 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 | Clicking on the "Detailed Report" icon (marked in blue), as illustrated in the previous step, will display state-specific checks in the detailed report. |  |
Pier Column Code Check Report
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Please follow the instructions provided below to create pier column code check reports. |
| 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. |  |
Pier Footing Code Check Report
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Please follow the instructions provided below to create pier footing code check reports. |
| 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. |  |
Pile Capacity Code Check Report
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Please follow the instructions provided below to create pile capacity code check reports. |
| 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. |  |