Se servisní smlouvou budete mít programy Dlubal vždy aktuální. Budete mít k dispozici naše pravidelné aktualizace.
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Položek na stránce:
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- Adaptions concerning the graphical display of add-on results on result beams
- Adaptions concerning the display of member-stresses on SHAPE-THIN cross-sections
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- Adjustments to the way the "Show results" function works - only the necessary load situations will be analysed again
- Adaptions concerning the graphical display of add-on results on result beams
- Adaptions concerning the display of member-stresses on SHAPE-THIN cross-sections
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- Adaptions concerning the calculation of the SLS-support reactions for the composite stage
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- Update of Tekla interface for Tekla 2022
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- Update of Tekla interface for Tekla 2022
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- Elimination of a crash which could occur when result combinations were designed
- Adjustments in licensing (network license) regarding the release of the license for the design according to EC2
- The RF-/FOUNDATION Pro add-on module stored unnecessary load combinations in the model
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- Elimination of a crash which could occur when result combinations were designed
- Adjustments in licensing (network license) regarding the release of the license for the design according to EC2
- The RF-/FOUNDATION Pro add-on module stored unnecessary load combinations in the model
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- Adaptations in the printout report concerning the display of the result details
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- Adaptations in the printout report concerning the display of the result details
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- Optimizations for the result beam - deformations can now be displayed as well
- Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
- Adaptations concerning the consideration of influence surfaces from the RF-INFLUENCE module
- Adaptations concerning the preservation of the surface axis orientation for results after closing and reopening the model
- Adjustments in the printout report in Table 2.3.1 regarding the complete display of all excluded load cases
- Adaptations concerning the placement of graphics in the printout report when using the "Microsoft Print to PDF" printer - margins were ignored in some cases
- Optimization when calculating with stiffness reductions for line releases
- Adjustments in the solver regarding the consideration of the Isotropic Nonlinear Elastic 1D material model with diagram
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- Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
- Adjustments in the printout report in Table 2.3.1 regarding the complete display of all excluded load cases
- Adaptations concerning the placement of graphics in the printout report when using the "Microsoft Print to PDF" printer - margins were ignored in some cases
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- Adaptations concerning the snow shape coefficient according to case (i) for duopitch roofs according to ÖNORM
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- Adjustments in the display of values on surfaces - particularly for the extreme values of the entire model
- Adjustments in the design of shear joints with regard to the consideration of the distance z for joint formation between plate and web
- Adaptations concerning CONCRETE result values at sections in the main graphic window of RFEM
- Optimization in torsional design with 3- or 4-legged stirrups
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- Adjustments in the design of shear joints with regard to the consideration of the distance z for joint formation between plate and web
- Optimization in torsional design with 3- or 4-legged stirrups
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- Optimization of the calculation performance
