StruSoft FEM-Design Suite 19.00.006

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.

System requirements