News and Updates

V. realased


Ultimate V.

Fixed diaphragm assignment problem in V. version.

Fixed a bug that could occur in file save/read.


Ultimate V.

Added Sparse Matrix solution option, memory (RAM) usage is reduced by approximately 50% and analysis time is reduced by approximately 80%, although the results do not change.

Translations of new features have been made in the English report option.

The problem of not being magnetized (snap) to the definition point of polygon columns has been fixed.

General Improvements Made


Ultimate V.

Adjustment was made in the approximation function for the connection of the nodes to the rigid diaphragm.

Creating a rigid diaphragm in vertical load analysis has been made optional.

With the new arrangements, StatiCAD frame finite element results give very close results with SAP2000 frame finite element results. Click for verification detail account or summary.

The linear load Extra G and Eksta Q loads assigned to the beams in SAP2000 export.

Added export feature to ETABS V18 and V19. (Import has not been added yet.)

Added Sky, Windows10, Tablet Light, Windows10 Dark, Windows10 Green, Windows10 Blue, Windows10 Purple, Glossy program color schemes for high resolution displays. Cyan Dusk and Cyan Night color schemes have been added to the standard color schemes. The relevant color scheme selection can be accessed from the program settings, and after changing the color scheme, the program must be closed and restarted.

Improvements have been made to the equation solver where more than 2GB of RAM is allocated per vector/matrix.

An analysis problem that may occur when the Keep all results in Memory option for 3D FEM Visualization is active has been fixed.

In the analysis of the half-basement building, the half-basement earthquake force (depending on the building loads on the half-basement) calculated when the analysis was performed with modal analysis and classical analysis options was calculated over the earthquake force found by the equivalent earthquake load method. It was calculated over the earthquake force found according to the modal analysis.

General Improvements Made


Ultimate V.

  • Delete the selected material and edit the selected material options have been added for the materials used in the project in the material library.

  • Automatic update notification has started to be given separately for 32 and 64 bit versions.

  • The design of the account reports cover page has been changed and the building address has been added to the cover page.

  • It has been tried to ensure that the user company logo appears on every page in the account reports.

  • In the floor general settings, the 2nd general floor settings window, which also added the features of add bottom floor, add floor between, delete the bottom floor, delete the selected floor, was set as default.

  • General Improvements Made
  • 28/09/2021

    Ultimate V.

  • In the calculation made for TBDY2018, reduction of 50% of the gross stiffnesses for the wall effective stiffnesses was automated.

  • The zero-length wall problem that may occur in the auto-divide floor walls button has been fixed.

  • Specially defined material file record has been edited.

  • General Improvements Made
  • 09/09/2021

    Ultimate V.

  • 3D drawing of NVM (Normal Force, Shear Force, Moment) diagrams in finite element analysis has been added.

  • Instead of barcodes containing project information under the account reports, QR code was used. The data matrix contains the Program License Owner, Program Version, Data file MD5 summary, analysis number information. Data matrix content can be seen with smart phone applications.z numarası bilgilerini içermektedir. Akıllı telefon uygulamaları ile karekod içeriği görülebilmektedir

  • Added the option to automatically divide floor walls (preparation for RYTEIE-2021 analysis).

  • According to the RYTEIE 2019 regulation, if 1.5 times the 𝑆𝐷𝑆 coefficient found for DD-2 in the DD-1 analysis is smaller than the 𝑆𝐷𝑆 coefficient found for DD-1, it was ensured that the DD-2 earthquake ground motion level was multiplied by 1.5 instead of DD-1.

  • It has been tried to fix the problem that the program gives a lock not found error in some cases when the lock is installed.

  • In response spectrum analysis with SAP2000 integration, a more precise transfer of the spectrum curve has been achieved. In case of transferring the spectrum curve, 1.5 times the 𝑆𝐷𝑆 coefficient found for DD-2 in the DD-1 analysis is smaller than the 𝑆𝐷𝑆 coefficient found for DD-1, it is ensured that the DD-2 earthquake ground motion level is multiplied by 1.5 instead of DD-1.

  • General Improvements Made
  • 08/08/2021

    Ultimate V.

  • As element stiffness matrix for frame finite elements
    Consider shear+bending in Wall Elements, only bending deformation in other elements
    Consider shear+bending deformation in all elements
    Consider only bending deformation in all elements
    added option. For the risky structure analysis, shear+bending in Wall Elements, and consider only bending deformation in other elements is mandatory. (As per article 7.2.2 of RYTEIE2019 regulation)

  • In the calculation of risky buildings within the scope of RYTEIE2019, if the ratio is greater than 24 in the Table 7.2 Compressive Strength Reduction Factor Based on the 𝐻𝑑/𝑡 Ratio, the 𝜼 value was obtained as less than 0.51 by extrapolation. If the 𝐻𝑑/𝑡 ratio is more than 24, 0.51 is used for the 𝜼 value.

  • In risky building analysis, the option to perform analysis by entering the number of half basements has been added in buildings with half basements containing more than one half basement.

  • By giving corner points with or without gaps, it is possible to define polygon sections, and also to define L,T,O,I sections parametrically and quickly. Section parameters (Xg, Yg, Area, I2, I3, I23) related to defined polygon sections are calculated automatically.

  • It is possible to assign vertical beam, beam and foundation elements of the defined polygon section.

  • It has been added that wood, steel, reinforced concrete, concrete, masonry and other materials and their properties can be defined for vertical bond beam, wall, beam, foundation elements and can be selected from the ready library list.

  • It has been added that the elasticity modules, unit volume weights, moments of inertia, areas, shear strengths and compressive strengths of the defined polygon sections can be used in the analysis.

  • And more…