Updates & Changes

• Changeover to current Windows optics.
• Link to the Change Logs website has been added to the 'What's new' menu item.
• PDFs replaced by online manuals (access via F1 and menu)
• Program maintenance

• Product management

• Product management

• GGU-CONNECT ready integration

• Bugfix: Possible program crash when displaying py curves fixed.

• Friction angle < base inclination permitted with earth resistance according to DIN 4095-2017.

• Bugfix: Error message friction angle < base inclination

• Type curve for non-cohesive soils after Piling Recommendations 2020 annual report.

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced.
  This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Bugfix p-y method for the unusual case: Groundwater lies below the bed of water body.

• With base inclinations > 0° different force-action directions can now be considered.

• Base inclination can now also be > 0°.

• Product Management

• Product management

• Bugfix: Earth support analysis for cohesive stiff soils

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)
  ​​​​​​​Old results are more conservative.

• Product management

• Earth support analysis

• Bugfix: p-y curve for sand

• Product management

• Passive earth pressure partial factor "LC Ice loads" now = 1.10.

• Bugfix: Depth output for modulus of subgrade reaction ks and subgrade stresses p

• Additional moment and additional normal force can be defined.

• Graphic output table: saving and loading of all settings.

• p-y method implemented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

•  Bugfix: Self-weight partial safety factor for load cases without working capacity now 1.0, only affects normal force

• Analysis of mobilised passive earth pressure completely revised.

• Bugfix: Analysis of mobilised passive earth pressure with user-defined skin friction.

• Yield stress fy,k (steel) can be freely defined.
• Nachweis mobilisierter Erdwiderstand jetzt with soil weight in the pile and skin friction.

• Bugfix: Program crash when "General load cases" are not analysed repaired.

• Bugfix length surcharge: Possible error in multiple layers corrected.

• Bugfix Export GGU-LATPILE: Only for "General load cases"

• Bugfix: Buckling analysis of tubes to EN 1993-1-6 Equation D.15 (minor influence)

• For load cases without calculation of the working capacity an additional horizontal load can be defined.

• Product management

• Product management

• Bugfix: Graphical visualisation of displacement, if dolphin spacing <> 100 m.
• Bugfix: Working capacity calculation using expert equation.

• Corrosion of tubes now for outside only.

• Bugfix: Length surcharge
• Factor according to Weißenbach/Hettler, "Excavations", 2nd edition, p. 313 implemented (menu item 'Editor 1/Sum V analysis').

• Steel grade S 690 added.

• Export to GGU-LATPILE

• Product management

• Bugfix: When analysing "General load cases" load cases with working capacity must be first. They are now sorted automatically.

• fender analysis implemented

• Bugfix: Font size selection
• Bugfix: Different sections: Calculate weight
• Additional factor for working capacity calculation implemented.

• Analysis of systems with base inclination improved.

• Product management

• New program: Analysis and design of dolphins according to Recommendations of the Committee for Waterfront Structures Harbours and Waterways EAU 2012