Steel I Girder Analysis Summary Table [SIG]
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.
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 Analysis Summary Table: 
This component divides each span into 20 segments and reports the major axis bending moment, lateral bending moment, and shear at each location.
General
Girders: Select the girders for which you wish to view the results.
Factored Results: Select the load combination table that includes the unfactored analysis result cases, their corresponding factors, and the limit states.
Ignored Insertion Points for Span Positioning: Usually, no selection is needed in this section as the span definitions are automatically determined by the object using the connected insertion points, which represent the bearing locations. However, if some of the connected insertion points are not bearings and instead represent temporary supports, they should be selected and marked as ignored.
Steel I Girder Analysis Summary Report Includes
Tables for each span,
Unfactored shear, factored (max) shear, factored (min) shear.
Unfactored major axis bending moment, factored (max) major axis bending moment, factored (min) major axis bending moment.
Unfactored bottom flange lateral moment, factored (max) bottom flange lateral moment, factored (min) lateral axis bending moment. These values are displayed to the user for all result cases in a tabular format.
Diagrams for each result case for the specified girder.
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