StruSoft FEM-Design Suite 19.00.006

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StruSoft FEM-Design Suite 19.00.006 | 894.0 mb

The StruSoft development team is pleased to announce the availability of FEM-Design Suite 19.00.006 is powerful and intuitive modeling software for structural analysis of building structures.

FEM-Design 19 - New Features

Version 19.00.006 - Released January 19th, 2021

Added:
- EC2 9.8.5 (3) is implemented for bored piles from now.
- Steel Joint normal force examination is implemented in the EN 1993-1-8  Table 7.20 based (I + RHS simplified joint) check.

Modified:
- If profiled panel section is modified but panel width is the same, edge connections are not reset.

Fixed:
- 1 layer gypsum thickness property has been read from the wrong field.
- Auto design of timber bars for fire for Maximum of load groups caused crash.
- Borehole final ground level input is checked more accurately.
- Calculation of punching with one row of bent-down bars was not correct.
- Cmz calculation in steel bars interaction calculation was inaccurate, if Mz was zero along the bar, although it did not affect the utilization result.
- Copy to library command in Material dialog caused crash if it was called on a material type (Concrete, Steel, etc.)
- Cross-section dimension lines were not correct in some special cases.
- Delta beam rigidities were not involved into automatic buckling length calculation.
- Eccentric bars of K brace steel joints  were not always displayed correctly in Manual design.
- External reference symbol was wrong.
- fdscript listing from batch: some could come up empty depending on their position.
- Footfall results were not disabled in case of copying self/full excitation loads.
- Image size in Documentation module was not set correctly in some cases.
- In  very large models with a lot of load cases some of the linear load combination could be inaccurate.
- In the list of bar deflection results, the Limit value column always showed the absolute limit (utilization was calculated with the correct value).
- Influence line could crash in case of such selected point, where a point-point connection was attached to the end of a bar.
- Listing of bar deflection result could list wrong  limit value in case the displacement was zero.
- Loading palette settings didn't worked, when palette has been saved with 'Save with scale' mode.
- Maximal bolt force was not calculated correctly for bolt groups  eccentrically loaded by shear force.
- Object GUID was not modified when copying object from one instance of FEM-Design to an other instance.
- Pasting a file into a model with different National annex may have caused crash if the models contained timber panels.
- Problems  are solved at pasting file from different code, especially for Parametric model templates shipped with FEM-Design.
- Program crashed in documentation module, if it contained Shell,EC1992-1-1, Annex F table for load combination that did not exist in the model.
- Program crashed when entering documentation module if it contained labelled section resultant result but the model did not contain ant labelled section.
- Program may have crashed at lateral torsional calculation of solid rectangular steel bar.
- Radio buttons did not work correctly in Steel joint/Stiffness dialog.
- RC shell autodesign did not invalidate punching results.
- Scale to view option of results displayed in colour palette mode did not work at certain cases.
- Selecting existing result point for dynamic detailed result failed.
- Sometimes steel joint utilization result was not displayed in storey view mode.
- Steel bar stability results may have been inaccurate if bar contained more buckling members.
- Support stiffness was always meant in radian
- Timber bar fire design auto beta n can be miscalculated.
- Unit changing didn't worked for colour surface reaction results' numeric values.
- Upon editing point/line foundation, soil was not refreshed automatically, only after the regeneration of the view.
- Wind Load Macro - Zone F (and G) was not calculated correctly.

FEM-Designis advanced modeling software for finite element analysis and design of load-bearing concrete, steel, timber, and foundation structures according to Eurocode with NA. The unique user-friendly working environment is based on the familiar CAD tools that make the model creation and structure editing simple and intuitive. The quick and easy nature of FEM-Design makes it ideal for all types of construction tasks from single element design to global stability analysis of large structures and makes it the best practical tool for structural engineers.

FEM-Design

StruSoft (Structural Design Software in Europe AB)is an innovative Swedish software company with more than 25 years of experience in specialized software applications for the building industry. StruSoft makes life easy for building; structural design; precast concrete design and architectural engineers who work with analysis and design of buildings, structural engineering, 3D modeling, detailing, assembly, etc.

StruSoft's software comes in 5 applications - FEM-Design, WIN-Statik, PRE-Stress, IMPACT, and VIP-Energy. All proprietary software packages are built upon 30 years of experience, a close corporation with our clients, and a visionary and innovative approach to structural analysis and design. The programs give users key insights and knowledge to handle complex, mission-critical building analysis & design challenges. Our hallmark is an outstanding performance in combination with the advanced but user-friendly interface. That is why 20,000+ users with 2,000+ clients in 40+ countries already are part of our community.

Product:StruSoft FEM-Design
Version:Suite 19.00.006
Supported Architectures:x64
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System Requirements:PC *
Size:894.0 mb
System requirements

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