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| en:clt:hotspot:software:cltdesigner:versions [2017/11/15 09:02] – [CLTdesigner - Versions and changes] Alexandra Thiel | en:clt:hotspot:software:cltdesigner:versions [2023/12/06 14:48] (current) – Alexandra Thiel |
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| ====== CLTdesigner - Versions and changes ====== | ====== CLTdesigner - Versions and changes ====== |
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| ^Date ^ Version ^ Modules concerned ^Changes ^ | ^Date ^ Version ^ Modules concerned ^Changes ^ |
| |13.04.2011 | 2.0 a | CLT-Plate 1D - Internal forces |- Interaktion M+N bei Schnittgrößen nach Theorie 2. Ordnung: keine quadratische Interaktion, wenn M=0 | | |13.04.2011 | 2.0 a | CLT-Plate 1D - Internal forces |- interaction M+N for internal forces according to 2nd order theory: no quadratic interaction if M=0 | |
| |09.05.2011 | 2.0 b | All |- Querschnittsdefinition - Produkte: Anzeigenproblem behoben | | |09.05.2011 | 2.0 b | All |- Cross section definition for products: Display problem fixed | |
| |09.05.2011 | 2.0 c,d | CLT-Plate 1D - Continuous beam |- KLED der Nutzlasten nach Eurocode bzw. NA abgeändert | | |09.05.2011 | 2.0 c,d | CLT-Plate 1D - Continuous beam |- KLED of imposed loads modified according to Eurocode or NA | |
| |01.06.2011 | 2.0 e | CLT-Plate 1D - Continuous beam |- PreferencesDialog: Limit-Spinner.commitEdit()-Aufruf bei Drücken von OK | | |01.06.2011 | 2.0 e | CLT-Plate 1D - Continuous beam |- PreferencesDialog: Limit-Spinner.commitEdit() invoked when pressing OK | |
| |28.06.2011 | 2.1 | All |- Produkte Hasslacher\\ - Angabe des Speicherorts am Fenster\\ - Ausgabe der Durchbiegung in mm im pdf-Bericht | | |28.06.2011 | 2.1 | All |- Products Hasslacher\\ - Displaying the storage location on the window\\ - Output of the deflection in mm in the pdf report | |
| |17.08.2011 | 2.1 a | All |- MM 7ss-Querschnitte und E-Module korrigiert | | |17.08.2011 | 2.1 a | All |- MM 7ss-layups and MOE fixed | |
| |28.02.2012 | 2.2 | |- Spanische Version\\ - Stora Enso und Finnforest entfernt\\ - Vorzugsquerschnitte eingebaut\\ - Material nach Zulassungen korrigiert\\ - neue Querschnitte Haas (Timbory) und Hasslacher\\ - Scheibenschub hinsichtlich Doppellagen korrigiert\\ - Anwendungsdokumente DE\\ - User-Preferences eingeführt | | |28.02.2012 | 2.2 | |- Spanish version\\ - Stora Enso and Finnforest removed\\ - Preferred cross sections implemented\\ - Material according approvals fixed\\ - new layups Haas (Timbory) and Hasslacher\\ - in-plane shear corrected for double layers\\ - national annex DE\\ - User-Preferences established | |
| |24.08.2012 | 3.0 | |- Schubanalogieverfahren\\ - Schwingungsnachweis nach Hamm/Richter bzw. Hamm/Richter mod.\\ - Schwingungsnachweis nach ON B um Schwingbeschleunigung erweitert\\ - Aufbauten Haas und Hasslacher upgedatet\\ - neues Material für Hasslacher nach ETA\\ - benutzerdefinierte Kombinationsbeiwerte, Sicherheitsbeiwerte und kdef-Werte\\ - Preferences überarbeitet | | |24.08.2012 | 3.0 | |- shear analogy method\\ - vibration verification according to Hamm/Richter and Hamm/Richter mod.\\ - vibration check according to ON B extended by vibration acceleration\\ - layups Haas and Hasslacher updated\\ - new material for Hasslacher according to ETA\\ - user-defined combination coefficients, safety factors and kdef values\\ - Preferences revised | |
| |03.01.2013 | 3.0 a | |- Binder entfernt\\ - Hasslacher Material ETA als Defaultwert gesetzt | | |03.01.2013 | 3.0 a | |- Binder removed\\ - Hasslacher material ETA set as default value | |
| |16.01.2013 | 3.1 | |- neue KLH-Aufbauten\\ - Abbrandrate KLH geändert\\ - Zugfestigkeit KLH geändert\\ - Nachweis Zug bei Querlagen geändert | | |16.01.2013 | 3.1 | |- new KLH layups\\ - charring rate of KLH changed\\ - tensile strength of KLH changed\\ - Tension check for transverse layers changed | |
| |21.01.2013 | 3.1 a | |- Bug in Schwingungen bei Querschnittsbreiten ungleich 1m korrigiert | | |21.01.2013 | 3.1 a | |- Bug in vibration verification for cross section widths unequal 1m corrected | |
| |21.06.2013 | 3.2 | |- neue Hasslacher-Aufbauten\\ - Kleber Hasslacher geändert\\ - Problem mit Tabellen bei Mac behoben\\ - SLS-Kombi Problem bei Wind und Schnee mit Lastaufstellung „Gesamt“ behoben | | |21.06.2013 | 3.2 | |- new Hasslacher layups\\ - adhesive for Hasslacher changed\\ - problem with tables on Mac fixed\\ - SLS combination problem with wind and snow when load position "Total" fixed | |
| |21.06.2013 | 3.2 a | |- Problem bei Eigengewicht + Schnee behoben | | |21.06.2013 | 3.2 a | |- problem with dead load + snow fixed | |
| |22.07.2013 | 3.3 | |- neue Derix-Aufbauten\\ - neue MM-Aufbauten\\ - Fehler beim Eigengewicht mit ProjectPreferences behoben\\ - Anzeige von beff mit Estrich ausgebessert | | |22.07.2013 | 3.3 | |- new Derix layups\\ - new MM layups\\ - Bug with dead load and ProjectPreferences fixed\\ - display of b<sub>ef</sub> with screed fixed | |
| |12.02.2014 | 3.4 | |- neue Hasslacher-Aufbauten | | |12.02.2014 | 3.4 | |- new Hasslacher layups | |
| |30.04.2014 | 3.5 | |- Rollschubfestigkeit KLH nach ETA-06/0138 (2012-2017) geändert\\ - Schreibfehler in Hasslacher-Aufbauten ausgebessert\\ - Anzeigenproblem Ausnutzungsgrade Brand in BSP-Platte Schnittgrößenmodul behoben | | |30.04.2014 | 3.5 | |- Rolling shear strength KLH according to ETA-06/0138 (2012-2017) modified\\ - mistake in writing in Hasslacher layups corrected\\ - display problem of utilization ratios in case of fire in module "CLT-Plate 1D - internal forces" fixed | |
| |06.06.2014 | 3.5 a | CLT-Plate 1D - Continuous beam |- Bug bei Trägern mit Kragarm mit Ausnutzungsgraden behoben, sowie Differenzen zwischen Zusammenfassung und Detailansicht | | |06.06.2014 | 3.5 a | CLT-Plate 1D - Continuous beam |- Bug for beams with cantilevers in showing utilization ratios fixed, as well as the differences between summary and details | |
| |21.07.2014 | 3.5 b | |- signierter jar-File | | |21.07.2014 | 3.5 b | |- signed jar-File | |
| |07.04.2015 | 3.5 c | |- GUIPreferences benutzerdefinierte Cursor ausdokumentiert, da Fehlermeldung bei einem Anwender | | |07.04.2015 | 3.5 c | |- GUIPreferences user-defined cursor excluded, because error message to a user | |
| |29.07.2015 | 3.6 | |- Binder und Stora Enso Aufbauten aufgenommen\\ - ON B1995-1-1:2014 implementiert\\ - Vernachlässigung kurzer Kragarme bei SLS\\ - Bug beim Steifigkeitskriterium bei Durchlaufträgern behoben | | |29.07.2015 | 3.6 | |- Binder and Stora Enso layups included\\ - ON B1995-1-1:2014 implemented\\ - disregarding of short cantilevers in SLS verification\\ - bug with stiffness criterion (vibrations) for continuous beams fixed | |
| |29.07.2015 | 3.6 a | |- NullpointerException beim VibrationCalculatorEN behoben | | |29.07.2015 | 3.6 a | |- NullpointerException at VibrationCalculatorEN fixed | |
| |30.11.2015 | 4.0 | Compression perpendicular to grain |- Bug bei Detailanzeige nach DIN 2010 | | |30.11.2015 | 4.0 | Compression perpendicular to grain |- bug in detail view according to DIN 2010 fixed | |
| | ::: | ::: | |- Implementierung DIN 2013\\ - Bug beim Anzeigen der Hilfe behoben\\ - kmod-Werte von ON B 2014 richtiggestellt\\ - Bug beim Umstellen der Berechnungsmethode behoben\\ - Bug beim Knicken behoben | | | ::: | ::: | |- implementation of DIN 2013\\ - bug when displaying the help fixed\\ - k<sub>mod</sub> values according to ON B 2014 adjusted\\ - bug when changing the calculation method fixed\\ - bug at buckling fixed | |
| |02.12.2015 | 4.0 a | CLT-Plate 1D - Internal forces |- Speicherproblem und Locale-Problem behoben | | |02.12.2015 | 4.0 a | CLT-Plate 1D - Internal forces |- saving problem and locale problem solved | |
| |09.12.2015 | 4.0 b | |- Haas-Aufbauten entfernt | | |09.12.2015 | 4.0 b | |- Haas layups removed | |
| |22.12.2015 | 4.0 c | |Problem bei der Auswahl der Schichten bei benutzerdefinierten Aufbauten behoben (nur Vollversion) | | |22.12.2015 | 4.0 c | Full version |- problem with layer selection for user-defined cross sections fixed | |
| |31.03.2016 | 4.0 d | Decker, Derix |- Problem mit Kommastellen bei Schwingungen behoben | | |31.03.2016 | 4.0 d | Decker, Derix |- problem with decimal format in case of vibrations solved | |
| |31.03.2016 | 5.0 | Full version, Hasslacher, MM |- Problem mit Kommastellen bei Schwingungen behoben\\ - Modul Rippendecke hinzugefügt | | |31.03.2016 | 5.0 | Full version, Hasslacher, MM |- problem with decimal format in case of vibrations solved\\ - Module "Ribbed slab" implemented | |
| |06.04.2016 | 4.0 e | Decker, Derix |- Bug bei den Lasten nach Öffnen behoben\\ - Ergebnisse löschen, wenn Auflagerbreite geändert wird | | |06.04.2016 | 4.0 e | Decker, Derix |- bug with the loads after file opening fixed\\ - deleting of results if support width is changed | |
| |06.04.2016 | 5.0 a | Full version, Hasslacher, MM |- Bug bei den Lasten nach Öffnen behoben\\ - Ergebnisse löschen, wenn Auflagerbreite geändert wird | | |06.04.2016 | 5.0 a | Full version, Hasslacher, MM |- bug with the loads after file opening fixed\\ - deleting of results if support width is changed | |
| |01.08.2016 | 5.0 b | Full version, Hasslacher, MM |- Bug bei Preferences nach Öffnen eines Files behoben\\ - Bug bei Rippendecke mit unterschiedlichen BSH-Festigkeitsklassen behoben\\ - Berechnung Scheibenschubsteifigkeit und Drillsteifigkeit nach ON B 1995-1-1:2015 | | |01.08.2016 | 5.0 b | Full version, Hasslacher, MM |- bug with preferences after file opening fixed\\ - bug at ribbed slab with different GLT strength classes fixed\\ - calculation of in-plane shear stiffness and twisting stiffness according to ON B 1995-1-1:2015 | |
| |01.08.2016 | 4.0 f | Decker, Derix |- Bug bei Preferences nach Öffnen eines Files behoben\\ - Berechnung Scheibenschubsteifigkeit und Drillsteifigkeit nach ON B 1995-1-1:2015 | | |01.08.2016 | 4.0 f | Decker, Derix |- bug with preferences after file opening fixed\\ - calculation of in-plane shear stiffness and twisting stiffness according to ON B 1995-1-1:2015 | |
| |24.05.2017 | 6.0 | |- Bug bei Schubsteifigkeit der Rippendecken behoben\\ - Querdruck auf einseitige Lasteinleitung erweitert\\ - Rippendecke: Bug bei zu kleiner BSH-Trägerhöhe behoben\\ - Brand: Bug beim Einlesen der Datei behoben (Abbrandrate, hochtemperaturbeständig und seitenverklebt)\\ - Scheibenmodul: Brand-Update-Problem behoben\\ - Modul Gebäudeaussteifung\\ - Modul Steifigkeitsmatrix\\ - Erweiterung Einzellasten\\ - Produkte von Cross Timber Systems\\ - Produkte von Decker entfernt\\ - PDF-Export von Detailergebnissen\\ - Schwingungsnachweis am Kragarm | | |24.05.2017 | 6.0 | |- bug at shear stiffness of ribbed slabs fixed\\ - compression perpendicular to grain to one-sided load application extended\\ - ribbed slab: bug with too small GLT beam height fixed\\ - structural fire design: bug when reading the file (charring rate, heat resistant and side bonded) fixed\\ - Module CLT-Plate loaded in plane: fire update problem fixed\\ - Module "Horizontal load distribution on shear walls"\\ - Module "Stiffness matrix"\\ - Extension "Concentrated loads"\\ - Products of Cross Timber Systems implemented\\ - Products of Decker removed\\ - PDF-Export of detailed results\\ - vibration check on cantilevers | |
| |07.06.2017 | 6.1 | |- Produkte von Decker wieder hinzugefügt | | |07.06.2017 | 6.1 | |- products of Decker implemented | |
| |04.07.2017 | 6.2 | Horizontal load distribution on shear walls - Full version, Hasslacher |- Bug bei Darstellung und Speichern/Öffnen-Problem wenn Wände hinzugefügt wurden behoben | | |04.07.2017 | 6.2 | Horizontal load distribution on shear walls - Full version, Hasslacher |- display bug as well as a save/open problem when adding walls fixed | |
| |10.07.2017 | 6.3 | Full version, all company versions |- linkMaterial=true\\ - Materialauswahl merken, wenn neues Produkt der gleichen Firma ausgewählt ist | | |10.07.2017 | 6.3 | Full version, all company versions |- linkMaterial=true\\ - remember material selection if new product from the same company is selected | |
| |17.07.2017 | 6.4 | Full version, all company versions |- Bug beim Öffnen von Modul Schnittgrößen in Bezug auf Brandquerschnitt behoben\\ - Bug beim Öffnen aller Module in Bezug auf gedrehte Produkte behoben\\ - Vorzugsaufbauten ausgeschalten | | |17.07.2017 | 6.4 | Full version, all company versions |- bug fixed when opening module "internal forces" with respect to the cross section in case of fire\\ - fixed bug when opening a file in respect to rotated products\\ - preferred cross sections removed | |
| |01.09.2017 | 6.5 | Full version, all company versions |- Bug bei benutzerdefinierten Kombinationsbeiwerten behoben\\ - Bug im Scheibenmodul - Brandquerschnitt und pdf-Bericht erstellen - behoben\\ - Bug beim Speichern im Scheibenmodul behoben | | |01.09.2017 | 6.5 | Full version, all company versions |- bug with user-defined combination coefficients fixed\\ - bug in module "CLT-Plate loaded in-plane" - fire cross section and pdf report as well as saving - fixed | |
| |25.10.2017 | 6.6 | Full version, all company versions |- KLH-Aufbauten aktualisiert\\ - NA NL\\ - NL\\ - Querdruck: Begrenzung von kc90 | | |25.10.2017 | 6.6 | Full version, all company versions |- KLH layups updated\\ - NA NL\\ - NL\\ - compression perpendicular to grain: limits for k<sub>c,90</sub> | |
| | |21.12.2017 | 6.7 | Full version, all company versions |- Hasslacher layups updated\\ - Bug when defining a width in module "CLT-Plate 1D - continuous beam"\\ - text field charring rate: value acceptance in case of loss of focus | |
| | |22.12.2017 | 6.7.1 | Full version, Hasslacher |- Hasslacher layups 7s and 8s updated | |
| | |11.01.2018 | 6.7.2 | Full version, Hasslacher |- Hasslacher layup 5s-150 added | |
| | |11.06.2018 | 6.8 | Full version, all company versions |- optimization of layups\\ - start calculation button in toolbar\\ - Choice of language at first start\\ - calculation of b<sub>ef</sub> for ribbed slabs only when pressing the button\\ - fire: calculation of t<sub>a</sub>\\ - bug shear stress in pdf report fixed\\ - bug with the k<sub>def</sub> values in the settings/preferences fixed\\ - Material Derix-ETA added\\ - k<sub>cr</sub> for shear strength of material EN 338 and EN 14080 considered\\ - ribbed slab - layer wise verification\\ - layups Piveteaubois (HEXA2)\\ - compression perpendicular to grain according to Brandner 2018 | |
| | |06.08.2018 | 6.9 | Full version, all company versions |- bug in the output of the material parameters fixed\\ - bug in the output of cross section values in case of fire for different calculation methods fixed\\ - Gamma method\\ - new ETA Hasslacher\\ - NA FR\\ - layups Piveteaubois (HEXA1) | |
| | |19.09.2018 | 6.9.1 | Full version, all company versions |- new logos Hasslacher and Derix\\ - preferences: bug with selection of calculation method if gamma is not available, fixed | |
| | |08.10.2018 | 6.10 | Full version, all company versions |- layups best wood SCHNEIDER\\ - pdf report: changes to the page layout\\ - resources NL completed\\ - utilization ratios in case of vibrations\\ - bug in the display of utilization ratios in case of fire in the module "internal forces" fixed\\ - bug in CSInputPanel in case of fire and automatic calculation fixed | |
| | |23.10.2018 | 6.10.1 | Full version, all company versions |- material Radiusholz (only available in the testing version)\\ - Material allocation HEXA1 T\\ - units in module "horizontal load distribution on shear walls"\\ - Winst,Q instead of winst,G+Q for NA FR | |
| | |07.11.2018 | 6.10.2 | Full version, Derix |- logo Derix | |
| | |08.11.2018 | 6.10.3 | Full version |- material Binder | |
| | |22.11.2018 | 6.10.4 | Full version, all company versions |- w_fin and w_net,fin revised | |
| | |14.12.2018 | 6.10.5 | Full version, all company versions |- default setting for neglecting own weight g0 changed\\ - bug with Gamma method, if Det=0 fixed | |
| | |17.01.2019 | 6.10.6 | Full version, all company versions |- Bug in SLS NA FR fixed | |
| | |29.01.2019 | 6.10.7 | Full version, all company versions |- take over SLS limits in the settings (without pressing Enter)\\ - translation FR\\ - bug in wperm for vibrations according to DIN fixed | |
| | |18.02.2019 | 6.10.8 | Full version, all company versions |- Name of MM changed\\ - cross section of Piveteaubois 3s 80 changed\\ - translations FR revised\\ - horizontal load distribution on shear walls: selection of producers implemented | |
| | |11.03.2019 | 6.10.9 | Full version, all company versions |- horizontal load distribution on shear walls: selection of center of rotation of a wall implemented\\ - fixed bug when opening a Piveteaubois layup | |
| | |01.04.2019 | 6.11 | Full version, all company versions |- Binderholz removed\\ - file open problems fixed | |
| | |02.04.2019 | 6.11.1 | Full version, all company versions |- cross section library edited\\ - effektive width for the stiffness criterion EC5 edited (1m or room width, if < 1m) | |
| | |23.05.2019 | 6.12 | Full version, all company versions |- products KLH updated\\ - material update for Stora Enso and Hasslacher\\ - terms of use revised | |
| | |27.05.2019 | 6.12.1 | Full version, Hasslacher |- old material of Hasslacher removed | |
| | |13.06.2019 | 6.12.2 | Full version, Cross Timber Systems |- old material of Stora Enso removed\\ - charring rate CTS changed to side bonded\\ - update problem charring rate fixed | |
| | |18.07.2019 | 6.12.3 | Full version, all company versions |- revised terms of use FR\\ - NA FR: w2 changed - amount of g1,k as fragil\\ - Derix layups L100-5s, L110-5s, L120-5s added | |
| | |27.09.2019 | 6.13 | Full version, all company versions |- PDF report - problem with empty page after TOC fixed\\ - material of KLH revised\\ - MM - adjustment according to ETA (material and fire)\\ - bug in charring rates after file opening fixed | |
| | |16.10.2019 | 6.13.1 | Full version, MM |- MM: ration board thickness to width t/a = 4, default calculation method GAMMA | |
| | |07.01.2020 | 6.14 | Full version, Derix |- Derix: new ETA and layups, selection of adhesive PUR/MUF | |
| | |03.02.2020 | 6.14.1 | Full version |- selection of producers revised\\ - material NORDIC-1950Fb-No.3 edited | |
| | |13.02.2020 | 6.14.2 | Full version, all company versions |- fixed bugs regarding fire data when switching producers | |
| | |09.03.2020 | 7.0 | Full version, all company versions |- module SHERPA CLT-Connector\\ - material library | |
| | |24.03.2020 | 7.0.1 | Full version, Cross Timber Systems, Hasslacher, MM |- module ribbed slab: fixed bug when generating pdf report | |
| | |01.05.2020 | 7.0.2 | Full version |- best wood SCHNEIDER removed | |
| | |11.05.2020 | 7.0.3 | Full version, all company versions |- new certificate\\ - fixed bug regarding cross-section library in case of fire | |
| | |27.05.2020 | | Cross Timber Systems |- deleted | |
| | |28.05.2020 | 7.0.4 | Full version |- Cross Timber Systems removed\\ - rho_mean of material Stora Enso changed | |
| | |13.07.2020 | 7.0.5 | Full version, Cross Timber Systems |- Cross Timber Systems added | |
| | |16.07.2020 | 7.0.6 | Full version, all company versions |- fixed bug regarding shown results in detail for shear analogy & fire | |
| | |25.09.2020 | 7.1 | Full version, all company versions |- module continuous beam: fixed bug regarding concentrated loads near supports | |
| | |03.12.2020 | 7.2 | Full version, all company versions |- ETA-09/0036 of 2.9.2020\\ - Fire revised\\ - fixed inconsistencies regarding ksys and 1/ksys\\ - problem with gamma method using different materials in cross section solved\\ - highlighting special layup Derix | |
| | |18.12.2020 | 7.2.1 | Full version, all company versions |- fixed bug in the pdf report regarding cross-section values | |
| | |15.03.2021 | 7.3 | Full version, all company versions |- Piveteaubois: changed densities\\ - NA FR: ULS fire - additional combinations\\ - Straightness factor β<sub>c</sub> added to the settings\\ - Hasslacher: new material CL26E11.8 according to ETA-12/0281 of 09.11.2020 | |
| | |04.06.2021 | 7.4 | Full version, all company versions |- Cross Timber Systems removed\\ - module CLT-Plate 1D - Internal forces: bug in cross-section values in pdf file fixed (with SAV and Gamma method)\\ - Short summary\\ - Hasslacher: layerwise material selection (for t<sub>i</sub> ≥ 40 mm CL26E11.8 and CL36E14.7 according to ETA-12/0281 of 09.11.2020 available)\\ - Optimizer: Bug with temp file name under Windows fixed | |
| | |22.07.2021 | 8.0 | Full version |- module wall | |
| | |10.12.2021 | 8.1 | Full version, all company versions |- Decker: new layups\\ - fixed bug showing fire details for company products after opening an old file\\ - fixed bug in the pdf report when short cantilevers were neglected\\ - fixed bug in the calculation of the shear stiffness of 3s in the weak direction\\ - fire: user-defined values of minimum residual layer thickness enabled | |
| | |16.12.2021 | 8.1.1 | Full version |- fire & Piveteaubois: falling-off layers also in case of walls | |
| | |20.12.2021 | 8.1.2 | Full version, Hasslacher, MM |- module T-Beam: default material rib GL24h - EN 14080 | |
| | |28.06.2022 | 8.2 | Full version, all company versions |- best wood SCHNEIDER included\\ - module wall: bug fixed in calculation of n<sub>xy</sub> torsion in case of fire\\ - module continuous beam: bug fixed for SAV & fire & only 1 longitudinal layer and 1 cross layer\\ - module CLT-Plate loaded in plane extended to Brandner & Dietsch et al. 2015\\ - modules ribbed slab and wall revised regarding speed | |
| | |20.07.2022 | 8.2.1 | Full version, all company versions |- modules wall and plate loaded in plane: bug fixed for fire (falling off of charred layers, minimum thickness) | |
| | |29.09.2022 | 8.3 | Full version, all company versions |- fire: fixed bug when switching from company product to user-defined; added 2nd charring rate for Hasslacher | |
| | |28.02.2023 | 8.3.1 | Decker |- Upgrade company version: concentrated loads, wall without openings, horizontal load distribution on shear walls | |
| | |12.07.2023 | 8.4 | Full version, all company versions |- materials revised\\ - Piveteaubois: shear wall proofs modified\\ - NA FR: calculation of wfin - winst,G revised\\ - pdf protection removed\\ - module wall: kmod bug when switching languages fixed, display bug for boundary conditions after opening fixed, display problem of VM forces fixed, bug when updating buckling length factor fixed\\ - preferences: calculation of self-weight with rho_mean of material set to default\\ - fire: bug at pdf short summary fixed\\ - module ribbed slab: bug at material of new glulam lamellas fixed, option "standard dimensions only" added\\ - fire & Gamma method: fixed bug with external cross layers\\ - module "internal forces": display bug of details after completely burned fixed\\ - bug in interaction of CS & material libraries fixed\\ - company version Derix: activation of additional modules | |
| | |28.07.2023 | 8.4.1 | Full version, all company versions |- bug with languages fixed\\ - NA FR: calculation of wfin - winst,G revised | |
| | |18.08.2023 | 8.4.2 | Full version |- bug with ZSL-calculator and Piveteaubois products fixed | |
| | |20.09.2023 | 8.4.3 | Full version, all company versions |- NEN: WorkingLoadType.H set to SHORT\\ - NEN: Vibrations - choice of requirements with WarningDialog\\ - MM: additional layups\\ - fire: bug after file opening fixed | |
| | |29.09.2023 | 8.4.4 | Full version, all company versions |- vibrations: normal requirements - bug when opening the file fixed | |
| | |27.10.2023 | 8.4.5 | Full version, all company versions |- wall: bug after opening and changing cross section fixed | |
| | |06.12.2023 | 8.4.6 | Full version, all company versions |- Continuous beam: calculation of bearing pressure synchronized with module compression perpendicular to grain\\ - bug with material MM-C24 ETA 2023 and ksys fixed\\ - Tab with supporting forces added and copy to clipboard included\\ - modules internal forces, compression perp. to grain, plate loaded in plane, all, SHERPA CLT-Connector: default values of gammaM according to the settings\\ - Derix & fire: 2nd charring rate for wall elements activated\\ - stiffness matrix: export RFEM 6 (csv) | |