Fixed Issues in Autodesk Structural Bridge Design 2025.0
Issues Resolved In 2025.0
Project / Structural Analysis |
Fixed an error that caused the software to crash while using the navigation tree list. |
Resolved an issue with curved design line geometry for analytical models created from InfraWorks. |
Corrected the positioning of the CS454 load optimization remaining area. |
Fixed the reporting of the CS454 remaining area, which was incorrectly detailed as footway loading in the data summary. |
Resolved an issue that prevented the display of FE local axes in the general view. |
Fixed an issue that prevented file opening when the dialog did not appear. |
Fixed an issue with the creation of the Robot Structural Analysis model for bridges with inactive members. |
Resolved an issue creating the CS454 footway load for ALL Model 2 via load optimimization when only one bottom footway was defined. |
Fixed a startup crash on specific machines. |
Design Beams |
Resolved a spike in the pre-tensioned beam analysis graph for ULS bending. |
Design Sections |
Corrected the crack width calculation for sections in pure tension according to EC 1992-1-1:2004 + A1:2014 Clause 7.3.2 (2). |
Fixed the visibility of the stress-strain profile for pure tension and compression according to EC 1992-1-1:2004 Clause 7.3. |
Resolved a discrepancy between the automation and manual internal force results for section bending. Added the tendon forces and initial strains to the output where applicable. |