For this object to be utilized, the model must have completed the analysis and successfully passed the design process, as this object will use the data obtained from the analysis and extract the results of the design.
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This report cannot be accessed through the DOCS button in the left sidebar, as it is not like other reports and requires the successful completion of analysis and design before it can be generated. To access the Steel I Girder Stress Summary Table:   |
General
Girder: Specify the type of girder to be used in the report.
Noncomposite Result Cases: This parameter can be used to define the noncomposite result cases. Stress values will be calculated based on the noncomposite section and its properties, with extracted results, and the forces to be specified by the chosen result cases.
Long-Term Composite Result Cases: This parameter can be used to specify the long-term composite result cases. For composite sections (which will mean the combined steel and concrete deck section in this case), the stress values will be calculated based on the long-term composite section's inertia and long-term composite section with reinforcement’s moment of inertia. These results, along with the forces to be specified by the chosen result cases, will be presented in the stress table.
Short-Term Composite Result Cases: This parameter can be used to define the short-term composite result cases. Additional Stations: This parameter can be used to specify any additional stations for which results will be extracted or analyzed, in addition to those defined by the Stress at Every nth Station parameterStress values will be presented to the user based on the section's short-term properties, or in other words, using the short-term composite section with reinforcement’s moment of inertia, and the short-term composite section's moment of inertia will be taken into account for stress calculations, with forces to be specified by the chosen result cases.
Deck Reinforcement
Input Data Preference [Override Deck Rebar/Use Deck Rebar]: For deck rebar to be used in girder code checks, users are provided with two options. The code checks can either be conducted using the modeled deck rebar or with new rebar definitions.
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Stress at Every nth Station: For the results to be presented based on the stress values along the girders, several results must be extracted, and the definitions of the stations for which the results will be extracted can be specified by this parameter.
Additional Stations: This parameter can be used to specify any additional stations for which results will be extracted or analyzed, in addition to those defined by the Stress at Every nth Station parameter.
Include Haunch for Section Properties? [Yes/No]: For stress values, the haunch can either be included or excluded from the section properties, and this can be specified by this parameter.
Modular Ratio Comp. Method [Es/By EcEsbyEc/User Input]: The modular ratio can be computed either by dividing the modular ratio of steel by that of concrete or by using a user-defined input. This parameter allows users to specify the method for calculating the modular ratio.
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Show Computation Details [Yes/No]: This parameter allows users to specify whether to display computation details.
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Steel I-Girder Stress Summary Report Includes:
 2.Stress results for specified cases, including:
These results are presented for the stations specified under the Settings tab.  |