Fixed Issues in Autodesk Structural Bridge Design 2022.0
Issues Resolved In 2022.0 Hotfix 1
| Project / Structural Analysis |
| Fixed a stability issue relating to the creation of a design section from a design beam. |
| Limited the number of CS 454 assessment fire engines to 3. |
| Fixed an issue relating to Special Vehicle definition track display values. |
| Added the ability to extract single or all design sections or beams to JSON. |
| Added the ability to create project design sections and beams from existing JSON. |
| Fixed an issue that blocked automation if region settings used a non-period decimal symbol. |
| Fixed an issue relating to eccentricity in bars due to a phantom section element. |
| Resolved a startup issue when interaction occurred before licensing was complete. |
| Resolved an issue that created spurious associated files in the template folder. |
| Design Sections |
| Implemented axial reduction factor for columns in compression according to AASHTO LRFD 7 A.5.7.4.4. |
Issues Resolved In 2022.0
| Project / Structural Analysis |
| Fixed a Structure Loads button selection issue on the Explorer pane which caused an access violation message to be displayed. |
| Fixed an issue that blocked the Split Beam Element action when units for Structure Dimensions were set to millimeters. |
| Fixed an issue in which the dynamic amplification factor was applied multiple times for Austroads '92. |
| Resolved an issue where the Explorer pane tree list nodes only appeared when hovered over with a cursor. |
| Resolved an issue when calculating Assessment factors in Denton-Burgoyne method relating to the permanent combination. |
| Fixed a load optimization issue relating to a BD 37/01 vehicle convoy with unexpected HA UDL. |
| Design Beams |
| Fixed an issue where Eurocode shear values differed depending on UI steps at a beam end. |
| Fixed an error that reported "Cover is negative" during Pre-tensioned beam design tendon optimization. |
| Fixed an issue in which a printout incorrectly showed the precast results when pretensioned slab for Eurocodes was selected. |
| Fixed an issue in which previous edits were not restored when canceling from a pretensioned section definition form. |
| Fixed an issue that occurred when merging precast and insitu shapes. |
| Design Sections |
| Resolved the temperature adjusted concrete age which defaulted to zero in the calculation of creep coefficient per EN 1992-2:2005. |
| Fixed an issue relating to moment curvature analysis for a column section with a large axial force. |
