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Umowa serwisowa

Umowy serwisowe

Aktualizuj programy firmy Dlubal dzięki umowie serwisowej. Oferujemy regularne aktualizacje. Dzięki temu jesteś w pełni wyposażony, aby w pełni wykorzystać swoje programy.

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Elementy:

  • Update Report No. 03456

    RFEM 5 5-32-01 | 2023-06-23
    • Adaptations in the internal data structure - changes to interpolated cross-sections are no longer reset by calculating load cases
    • Optimization in the result output of section information
    • Adaptations in the surface orthotropy type "Coupling" regarding stiffness matrix element D22
    • Adaptations in the solver regarding the consideration of member hinges in connection with solids
    • Adaptations in the internal tolerances of the FE mesh generator regarding the refinement of the mesh at closely spaced nodes
    • Adaptations concerning the retention of results from RWIND when modifying the FE mesh
    • Adaptations concerning the "Calculate All" function - load combinations that contained deactivated objects were not calculated in some cases
  • Update Report No. 03455

    RS-COM 8-32-01 | 2023-06-23
    • Adaptations concerning the definition of effective length factors for design in STEEL EC3
  • Update Report No. 03454

    RF-COM 5-32-01 | 2023-06-23
    • Adaptations concerning the FE node results of surfaces read out using COM
    • Adaptations concerning the definition of effective length factors for design in STEEL EC3
  • Update Report No. 03453

    RF-TOWER Loading 5-32-01 | 2023-06-23
    • Adaptations for the German National Annex concerning the calculation of the logarithmic decrement of aerodynamic damping
  • Update Report No. 03452

    TOWER Loading 8-32-01 | 2023-06-23
    • Adaptations for the German National Annex concerning the calculation of the logarithmic decrement of aerodynamic damping
  • Update Report No. 03451

    RF-STEEL 5-32-01 | 2023-06-23
    • Improvement of the calculation performance
  • Update Report No. 03450

    RF-CONCRETE 5-32-01 | 2023-06-23
    • Adaptations in the deflection design of vertical sets of members consisting of several members
    • Adaptations in the SLS design of members regarding the consideration of inputs for the limitation of concrete compressive stress and steel stress to the limiting factor k
  • Update Report No. 03449

    BETON 8 8-32-01 | 2023-06-23
    • Adaptations in the deflection design of vertical sets of members consisting of several members
    • Adaptations in the SLS design of members regarding the consideration of inputs for the limitation of concrete compressive stress and steel stress to the limiting factor k
  • Update Report No. 03448

    RF-DYNAM Pro - Forced Vibrations 5-32-01 | 2023-06-23
    • Adaptations in the calculation by means of the linear Newmark analysis regarding the consideration of the initial condition
  • Update Report No. 03447

    RF-CONCRETE Columns 5-32-01 | 2023-06-23
    • Adaptations in the determination of the shear resistance when designing several result combinations in one case
  • Update Report No. 03446

    CONCRETE Słupy 8 8-32-01 | 2023-06-23
    • Adaptations in the determination of the shear resistance when designing several result combinations in one case
  • Update Report No. 03445

    RF-TIMBER Pro 5-32-01 | 2023-06-23
    • Adaptations in the design of curved beams under pure bending
  • Update Report No. 03444

    RF-FOUNDATION Pro 5-32-01 | 2023-06-23
    • Optimization in the determination of favorable soil stresses for highly eccentrically arranged columns on foundation slabs. In some cases, this was incorrectly output with a negative value.
  • Update Report No. 03443

    FOUNDATION Pro 8-32-01 | 2023-06-23
    • Optimization in the determination of favorable soil stresses for highly eccentrically arranged columns on foundation slabs. In some cases, this was incorrectly output with a negative value.
  • Update Report No. 03442

    RF-PUNCH Pro 5 5-32-01 | 2023-06-23
    • Adaptations concerning the calculation of the basic control perimeter according to CSN EN 1992-1-1/Z4

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