Girder Camber Diagram [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 Girder Camber Diagram:
General
Girder: Choose a girder for the camber diagram.
Deflection Result Cases
All of the following cases—Deck Dead Load, Girder Dead Load, and Superimposed Dead Load—must be defined with a previously defined result case for this object to function properly. If any of these are not defined, an issue will occur.
Girder Dead Load: Specify the result case for which the girders and cross frames are included, and the deflection of the girders will be calculated accordingly.
Deck Dead Load: To calculate the deflection of the girders based on the deck’s dead load, specify the relevant result case.
Superimposed Dead Load: Specify the result case for the superimposed dead loads, which are defined for the calculation of the deflection of the girders. The superimposed dead loads may include railings, signage, utilities, traffic barriers, and sidewalks as part of the result extraction case.
Number of Segments per Span: If you enter 10, every span will be divided into 10 segments, and the deflection values will be extracted.
Additional Result Cases
For the cases under the Deflection Result Cases tab, the results will be presented. For additional cases, this tab can be used.
The results will be displayed with the column header defined by the "Description" parameter, and they will appear in the results table.
Result Case 1 Description:
Result Case 1:
Result Case 2 Description:
Result Case 2:
Result Case 3 Description:
Result Case 3:
Result Case 4 Description:
Result Case 4:
Result Case 5 Description:
Result Case 5:
Girder Camber Diagram Includes:
Result tables are provided for each span, including deflections based on the specified cases at varying stations.
Camber Diagram
Detailed tables for each segment