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UPD 004 | Update to Program Version x.26

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Update Report No. 03429
RFEM 5 5-30-01 | 10/26/2022
- Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
- Adaptations in licensing - sometimes the trial version could not be activated
- Adaptations in internal data processing regarding the retention of the user-defined number of grid points in surfaces
- Optimizations in the solver regarding the calculation of strains of members with isotropic nonlinear elastic material model
- Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
Update Report No. 03428
RSTAB 8 8-30-01 | 10/26/2022
- Adaptations in the wind load generator concerning warning 466 that sometimes appeared when the side of the structure exposed to the wind was changed
- Adaptations in licensing - sometimes the trial version could not be activated
- Adaptations concerning the generation of loads from RWIND Simulation when starting the calculation via the menu "Calculate" - "RWIND - Calculate All in Background"
- Adaptations concerning the calculation of load sums when combining member loads and generated loads from motion
- Optimizations of the comment function in the "Edit Node" dialog box for supported nodes
Update Report No. 03427
LIMITS 8-30-01 | 10/26/2022
- Expansion of the module database with limits from the Timber Soul group
Update Report No. 03426
RF-LIMITS 5-30-01 | 10/26/2022
- Expansion of the module database with limits from the Timber Soul group
Update Report No. 03425
RF-JOINTS Timber - Timber to Timber 5-30-01 | 10/26/2022
- Adaptations in the design according to ANSI/AWC - NDS 2018 in the design check of the load-carrying capacity of single member dowels regarding the determination of the factor k3
Update Report No. 03424
JOINTS Timber - Timber to Timber 8-30-01 | 10/26/2022
- Adaptations in the design according to ANSI/AWC - NDS 2018 in the design check of the load-carrying capacity of single member dowels regarding the determination of the factor k3
Update Report No. 03423
TIMBER AWC 8-30-01 | 10/26/2022
- Adaptations in the design regarding the consideration of the user-defined input of factor C_F for non-standardized timber cross-sections
Update Report No. 03422
RF-TIMBER AWC 5-30-01 | 10/26/2022
- Adaptations in the design regarding the consideration of the user-defined input of factor C_F for non-standardized timber cross-sections
Update Report No. 03421
RX‑TIMBER Glued‑Laminated Beam 2-30-01 | 10/26/2022
- Adaptations concerning the update of (input) data for the calculation. For very old files, the cross-section width was sometimes not correctly taken into account.
Update Report No. 03420
JOINTS Steel - Pinned 8-30-01 | 10/26/2022
- Adaptations concerning the display of the weld in fin plate connections
Update Report No. 03419
RF-JOINTS Steel - Pinned 5-30-01 | 10/26/2022
- Adaptations concerning the display of the weld in fin plate connections
Update Report No. 03418
STEEL AISC 8-30-01 | 10/26/2022
- Fixed a crash that could occur when printing graphics of the STEEL AISC module or when displaying the graphics in the printout report
Update Report No. 03417
RF-STEEL AISC 5-30-01 | 10/26/2022
- Fixed a crash that could occur when printing graphics of the STEEL AISC module or when displaying the graphics in the printout report
Update Report No. 03416
JOINTS Timber - Steel to Timber 8-30-01 | 10/26/2022
- Adaptations concerning the tolerances of slot widths for slotted plates according to the new edition of ÖNORM B 1995-1-1
Update Report No. 03415
RF-JOINTS Timber - Steel to Timber 5-30-01 | 10/26/2022
- Adaptations concerning the tolerances of slot widths for slotted plates according to the new edition of ÖNORM B 1995-1-1

Update Reports

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