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1 - 15 of 2304
Items:
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- Implementation of an option in the RWIND-specific input windows of RSTAB/RFEM to save the dialog settings as default
- Adjustments in the settings for RWIND Simulation regarding the limits of the absolute as well as percentage opening size
- Extension of the settings dialog in RFEM 5/ RSTAB 8 concerning an option for the RWIND Simulation version
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- Upgrade to dongle driver 8.23
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2022Revit 2016 - 2022Tekla Structures 20.1 - 2021
- Adjustments in the snow load generator for the national annex of Austria regarding the determination of the additional snow load from snow overhang
- Adjustments in the model type 2D - XY regarding the display of stresses in surfaces of the stiffness type 'Without membrane tension'
- Adjustments in the printout report regarding the font size of header and footer information in multi-window graphics
- Adjustments regarding the import of member nonlinearities when modeling additional members
- Adjustments in the cross-section properties of L-sections according to AISC 15
- Adjustments regarding the calculation of the stiffness matrix of hollow core slabs with rectangular cavities.
- Adaptions concerning the consideration of the option to "keep the results of RWIND Simulation even if the FE-mesh was removed"
- Adjustments in the solver regarding the consideration of line hinges - hinge chains (2 surfaces each with a line hinge for rotation around x on the same line) now lead to instabilities
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- Upgrade to dongle driver 8.23
- The following direct interfaces are supported in the current customer version:AutoCAD 2015 - 2022Revit 2016 - 2022Tekla Structures 20.1 - 2021
- Adjustments in the snow load generator for the national annex of Austria regarding the determination of the additional snow load from snow overhang
- Adjustments in the printout report regarding the font size of header and footer information in multi-window graphics
- Adjustments regarding the import of member nonlinearities when modeling additional members
- Adjustments in the cross-section properties of L-sections according to AISC 15
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- Adjustments regarding the determination of the cross-section area of I-sections according to AISC 14
- Adjustment of the calculation of the effective cross-section according to EN 1999-1-1 for cross-section parts with tensile stress
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- Adjustments in the check of net section resistance for members with compression forces
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- Adjustments in the check of net section resistance for members with compression forces
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- Adjustments in the crack width calculation according to NEN-EN 1992-1-1 regarding the consideration of the factor kx
- Adjustments in fire design regarding the determination of temperatures in rebars
- Adjustments in the serviceability limit state design regarding the determination of the required reinforcement for limiting the concrete compressive stress
- Adjustments for the Belgian national annex concerning compliance with the maximum angle for the concrete strut inclination
- Optimization of the display of the diameter symbol in the result graphics of RF-CONCRETE Members or CONCRETE in the printout report
- Adjustments regarding the determination of the coordinates of longitudinal reinforcement
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- Adjustments in the crack width calculation according to NEN-EN 1992-1-1 regarding the consideration of the factor kx
- Adjustments in fire design regarding the determination of temperatures in rebars
- Adjustments in the serviceability limit state design regarding the determination of the required reinforcement for limiting the concrete compressive stress
- Optimization of the display of the diameter symbol in the result graphics of RF-CONCRETE Members or CONCRETE in the printout report
- Adjustments regarding the determination of the coordinates of longitudinal reinforcement
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- Provision of interface from RF-PUNCH Pro to Halfen HDB 13.60
- Optimization when applying the load increasing factor to the load combinations for the punching load in RF-PUNCH Pro
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- Adjustments regarding the determination of the governing check of shear resistance according to EN 1993-1-3
- Adjustments in the stability design check ST302 for flexural buckling regarding the consideration of Gamma,M1
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- Adjustments regarding the determination of the governing check of shear resistance according to EN 1993-1-3
- Adjustments in the stability design check ST302 for flexural buckling regarding the consideration of Gamma,M1
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- Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2*
- Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2
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- Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2*
- Optimization when applying the vertical load for the determination of the sliding resistance according to EN 1997-1, 6.5.3(8)P Eq. (6.3b) for Approach 2
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- Adjustment of the default setting of weld dimensions
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- Adjustment of the default setting of weld dimensions
