Fixed Issues in Autodesk Structural Bridge Design 2024.0
Issues Resolved In 2024.0
| Project / Structural Analysis |
| Resolved a 'not valid type' error which blocked transfer of enveloped Eurocode fatigue load results to a pretensioned Design Beam. |
| Fixed an incorrect load pattern and bogus warning message for Special Vehicles to AS5100.2. |
| Resolved missing Fire Trucks in a convoy for a CS 454 load optimization in a specific model. |
| Resolved missing accompanying 3.5/7t trucks when optimizing the Fire Engines group for a CS 454 load optimization. |
| Incorrect traffic lane configurations are applied in the case of CS 454 load optimization to multiple influence members. |
| Fixed incorrect loading pattern to CS 454 for ALL model 2 with marked lanes for specific model. |
| Resolved an issue when unable to cancel from graphic box selection. |
| Fixed superimposed non-accidental vehicles for a CS 454 load optimization in specific model. |
| Fixed a number of issues for analysis and load optimisation when language region set to "English - Kenya". |
| Resolved an issue where no footway UDL is created for ULS AS 5100.2. |
| Fixed an exception error on opening the convoy definition form. |
| Resolved the double counting of dead load addons for enveloping of non-linear compilations. |
| Design Beams |
| Resolved a slab geometry change with pretensioned beam file saved as json. |
| Fixed an internal error in pre-tensioned beam analysis if neutral axis is constrained to a specific value. |
| Fixed deflection values in SLS summary table for Australian pretensioned beams to ensure they add up to total value. |
| Resolved an issue for shear analysis to BS5400 which included bars not in tension but on tension side of the centroid. |
| Fixed values in construction stages SLS stress summary table for Australian pretensioned beams to ensure they add up to total value. |
| Design Sections |
| Fixed an issue for the box section web crushing calculation to use AS 5100.5/ 8.2.4.5(1) and not 8.2.4.5(2). |
| Fixed an issue calculating shear capacity of uncracked reinforced concrete section, without tendons, not requiring designed shear reinforcement in accordance with EN 1992-1-1 Eq. 14. |
| Resolved an issue in the calculation to EN1992-2 3.1.2(102)P in UK National Annex given a zero value for the Nationally Determined Parameter Cmax,shear. |
| Resolved design section reinforcement graphic distortion in data report. |
| Fixed issue where a section element user defined name edit was lost. |
