更新报告

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RFEM 5 和 RSTAB 8 中的新功能和新附加模块

New in RFEM 5 & RSTAB 8

这里您能够看看在当前客户版 RFEM 和 RSTAB 中的新功能和新附加模块。

常客户服务协议

常客户服务协议

常客户服务协议可以使您的 Dlubal 软件一直保持在最新的版本。您可以定期更新和升级软件并且优先通过电子邮件和传真获得热线技术支持。

常客户服务协议 Pro 除了提供上述支持外,还可以通过直接的电话联系为您提供支持,并且在需要时通过网络视频通过在线帮助。

  • Update Report No. 02348

    CRANEWAY 8-07-13 | 2017/01/19
    • Correction in the calculation of the effective loading length considering channel sections
  • Update Report No. 02347

    RF-LAMINATE 5-07-13 | 2017/01/19
    • Update of setups from the company Schilliger
  • Update Report No. 02346

    RF-FUND 5-07-13 | 2017/01/19
    • Release of action category "Form-Finding" for load cases
    • Optimizations concerning representation of free loads
  • Update Report No. 02345

    LIMITS 8-07-13 | 2017/01/19
    • Implementation of connecting elements from the company Würth
  • Update Report No. 02344

    RF-LIMITS 5-07-13 | 2017/01/19
    • Implementation of connecting elements from the company Würth
  • Update Report No. 02343

    HSS 8-07-13 | 2017/01/19
    • Adjustments for check of validity limits according to table 7.1
  • Update Report No. 02342

    RF-HSS 5-07-13 | 2017/01/19
    • Adjustments for check of validity limits according to table 7.1
  • Update Report No. 02341

    RF-ALUMINIUM 5-07-13 | 2017/01/19
    • Performance has been improved.
  • Update Report No. 02340

    ALUMINIUM 8-07-13 | 2017/01/19
    • Performance has been improved.
  • Update Report No. 02339

    RF-CONCRETE 2D 5-07-13 | 2017/01/19
    • Optimizations for serviceability limit state design relating to member orientation
  • Update Report No. 02338

    RF-GLASS 5-07-13 | 2017/01/19
    • Calculation options have been extended by layered FE mesh for solids.
    • Adjustment of internal line hinge definition when using the support type "Symmetry"
  • Update Report No. 02337

    TIMBER Pro 8-07-13 | 2017/01/19
    • Implementation of an option for the shear force reduction in the support area
    • Adjustments concerning representation of Results navigator for calculations according to SIA for cross-sections with w>l
  • Update Report No. 02336

    RF-TIMBER Pro 5-07-13 | 2017/01/19
    • Implementation of an option for the shear force reduction in the support area
    • Adjustments concerning representation of Results navigator for calculations according to SIA for cross-sections with w>l
  • Update Report No. 02335

    STAGES 8-07-13 | 2017/01/19
    • Adjustments in calculation concerning member type "Cable"
  • Update Report No. 02334

    CONCRETE Columns 8-07-13 | 2017/01/19
    • Adjustments concerning layout of several reinforcement layers
    • Danish annex has been disabled.
  • Update Report No. 02333

    RF-CONCRETE Columns 5-07-13 | 2017/01/19
    • Adjustments concerning layout of several reinforcement layers
    • Danish annex has been disabled.
  • Update Report No. 02332

    ALUMINIUM ADM 8-07-13 | 2017/01/19
    • Implementation of design according to ASD 2015 and LRFD 2015
    • Adjustments concerning calculation of allowed stiffness strength of tubular sections
    • Adjustments concerning determination of shear stresses of closed sections for the torsion and shear force design
  • Update Report No. 02331

    RF-ALUMINIUM ADM 5-07-13 | 2017/01/19
    • Implementation of design according to ASD 2015 and LRFD 2015
    • Adjustments concerning calculation of allowed stiffness strength of tubular sections
    • Adjustments concerning determination of shear stresses of closed sections for the torsion and shear force design
  • Update Report No. 02330

    RF-CONCRETE 5-07-13 | 2017/01/19
    • Adjustments of factor a5 to 2/3 when anchorage lengths and direct support are determined.
    • Adjustments in analytical calculation concerning consideration of creep and shrinkage
    • Adjustments in calculation concerning consideraton of tapered members
    • Release of fire resistance design for National Annex of Denmark
    • Optimizations for serviceability limit state design relating to member orientation
    • Adjustments in calculation of critical cracking moment concerning consideration of axial force for German as well as French Annex
    • Adjustments in nonlinear design concerning consideration of initial strains from other load cases
    • Adjustments concerning link reinforcement for a design according to DIN 1045-1-1 (1988)
  • Update Report No. 02329

    CONCRETE 8-07-13 | 2017/01/19
    • Adjustments of factor a5 to 2/3 when anchorage lengths and direct support are determined.
    • Adjustments in analytical calculation concerning consideration of creep and shrinkage
    • Adjustments in calculation concerning consideraton of tapered members
    • Release of fire resistance design for National Annex of Denmark
    • Optimizations for serviceability limit state design relating to member orientation
    • Adjustments in calculation of critical cracking moment concerning consideration of axial force for German as well as French Annex
    • Adjustments in nonlinear design concerning consideration of initial strains from other load cases
    • Adjustments concerning link reinforcement for a design according to DIN 1045-1-1 (1988)

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