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Keep your Dlubal Software programs up-to-date with a Basic Service Contract. In addition to regular program updates, receive priority tech support from our team of qualified engineers through email.

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  • Update Report No. 02889

    RF-COM 5-17-01 | 10/31/2018
    • Extension of the module by the member hinge nonlinearity "Plastic Hinge"
  • Update Report No. 02888

    RF-LIMITS 5-17-01 | 10/31/2018
    • Optimizations concerning the internal control of loadings which should be considered in the design
  • Update Report No. 02887

    LIMITS 8-17-01 | 10/31/2018
    • Optimizations concerning the internal control of loadings which should be considered in the design
  • Update Report No. 02886

    RF-LAMINATE 5-17-01 | 10/31/2018
    • Optimization in the design with result combinations concerning the load duration
    • Adaptations concerning the output of the maximum ratio when displaying the stresses from torsion at the same time
  • Update Report No. 02885

    RF-ALUMINUM ADM 5-17-01 | 10/31/2018
    • Optimizations concerning the lateral-torsional buckling design for pipe sections
    • Adaptations concerning the local buckling effect of the cross-section
  • Update Report No. 02884

    ALUMINUM ADM 8-17-01 | 10/31/2018
    • Optimizations concerning the lateral-torsional buckling design for pipe sections
    • Adaptations concerning the local buckling effect of the cross-section
  • Update Report No. 02883

    RF-JOINTS Steel - Column Base 5-17-01 | 10/31/2018
    • Optimizations concerning the design of the column cross-section of pocket foundations
    • Adaptations concerning the determination of the weld area for the joint type footing for pipings
  • Update Report No. 02882

    JOINTS Steel - Column Base 8-17-01 | 10/31/2018
    • Optimizations concerning the design of the column cross-section of pocket foundations
    • Adaptations concerning the determination of the weld area for the joint type footing for pipings
  • Update Report No. 02881

    CONCRETE 8-17-01 | 10/31/2018
    • Optimizations concerning the internal control of material properties
    • Extension of the options for the member design according to ACI 318-14 - implementation of the deformation relative to shifted member ends or sets of member ends
    • Adaptations concerning the deformation analysis of members according to ACI 318-04 when using modified member stiffnesses
    • Adaptations in the deformation analysis of members according to CSA A23.3-14 concerning the applied modulus of rupture
    • Improvement of the determination of temperature in the rebars when performing fire resistance design
    • Adaptations concerning the concrete cover according to the standard when concreting on prepared building site
    • Optimizations when applying the defined basic reinforcement for displaying the position of the existing longitudinal reinforcement
    • Adaptations concerning the determination of the required reinforcement of circular cross-sections with defined basic reinforcement in the case of an increase of the required reinforcement for the serviceability limit state design
  • Update Report No. 02880

    RF-STAGES 5-17-01 | 10/31/2018
    • Adaptations concerning the visibility of the structure when changing from STAGES module cases to load cases
    • Adapatations concerning the results of result combinations which have been exported from STAGES
  • Update Report No. 02879

    SHAPE-THIN 8-17-01 | 10/31/2018
    • Adaptations concerning the maintenance of dimension line offsets
    • Optimizations in the selection of the reference material if several materials have been defined
    • Adaptations in the torsional buckling design of stiffeners concerning the applied cross-section values
  • Update Report No. 02878

    RF-JOINTS Steel - DSTV 5-17-01 | 10/31/2018
    • Adaptations concerning the selection of the module by using the drop-down menu
    • Optimizations concerning the geometric control
  • Update Report No. 02877

    JOINTS Steel - DSTV 8-17-01 | 10/31/2018
    • Adaptations concerning the selection of the module by using the drop-down menu
    • Optimizations concerning the geometric control
  • Update Report No. 02876

    STEEL AISC 8-17-01 | 10/31/2018
    • Implementation of an option for the calculation method in the detail settings of the warping analysis
  • Update Report No. 02875

    RF-STEEL AISC 5-17-01 | 10/31/2018
    • Implementation of an option for the calculation method in the detail settings of the warping analysis
  • Update Report No. 02874

    RF-STEEL EC3 5-17-01 | 10/31/2018
    • Adaptations in the fire resistance design of SHAPE-THIN cross-sections concerning the applied surface area
    • Adaptations concerning the fire resistance design of sets of members for user-defined time of fire resistance
    • Adaptations concerning the performance of cross-section designs of channel sections when performing design according to the CEN Annex
    • Adaptations concerning the internal process to find the governing design situation for the stability design Torsional buckling according to 6.3.1.4
  • Update Report No. 02873

    STEEL EC3 8-17-01 | 10/31/2018
    • Adaptations in the fire resistance design of SHAPE-THIN cross-sections concerning the applied surface area
    • Adaptations concerning the fire resistance design of sets of members for user-defined time of fire resistance
    • Adaptations concerning the performance of cross-section designs of channel sections when performing design according to the CEN Annex
    • Adaptations concerning the internal process to find the governing design situation for the stability design Torsional buckling according to 6.3.1.4
  • Update Report No. 02872

    RF-JOINTS Steel - Tower 5-17-01 | 10/31/2018
    • Adaptations concerning the selection of the module by using the drop-down menu
    • Improvement of the internal geometric check
  • Update Report No. 02871

    JOINTS Steel - Tower 8-17-01 | 10/31/2018
    • Adaptations concerning the selection of the module by using the drop-down menu
    • Improvement of the internal geometric check
  • Update Report No. 02870

    JOINTS Steel - SIKLA 8-17-01 | 10/31/2018
    • Adaptations concerning the selection of the module by using the drop-down menu

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