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[null,"STIFF3D - Lehrprogramm zur Tragwerksberechnung"]
[]
[null,"©Prof. Dr.-Ing. Kai-Uwe Bletzinger, Lehrstuhl für Statik, Technische Universität München"]
[null,"Feedback, Anregungen und Kommentare bitte an: kub@tum.de"]
[]
[null,"Hinweise zu den Versionen ab Mai 2020"]
[null,{"$f":"\"aktuelle Version  \" & StiffVersion &  \"  vom  \" & TEXT((INDIRECT(\"Versionsverlauf!A\" & COUNTA(Versionsverlauf!A:A))),\"TT. MMMM JJJJ\")","v":"aktuelle Version  2025-03.01  vom  21. März 2025"}]
[]
[null,"STIFF3D ist ein interaktives Programm für die statische Berechnung räumlicher Stabtragwerke.\nEs entstand in Begleitung der Lehre im Fach Statik an der Technischen Universität München. Die erste, tabellenorientierte\n2D-Version entstand 1999. Seitdem wird es stetig weiterentwickelt. Die interaktive, graphische Oberfläche kam 2011 dazu.\nÜber die Jahre sind viele Anregungungen der Studierenden eingeflossen, wie überhaupt unsere Studierenden für eine intensive und sehr kritische Qualitätskontrolle sorgen. Vielen Dank dafür!\n\nSTIFF2D und 3D sind insbesondere dafür gedacht, das eigene Studium zu begleiten. Mit STIFF2D/3D kann jeder Schritt der Handrechnung kontrolliert werden. Mit wenig Übung können mit STIFF2D/3D individuelle Musterlösungen für Hausaufgaben, Prüfungen früherer Jahre oder alle weiteren Aufgabenstellungen entwickelt werden. Die Einbindung in Excel erlaubt, dass sämtliche Ergebnisse in Tabellen vorliegen und weiterverwendet werden können, z.B. für Bemessungsaufgaben im konstruktiven Ingenieurbau. \n\nDer Quellcode von STIFF2D/3D ist frei verfügbar und kann jederzeit selbst mit eigenen Makros oder Funktionen ergänzt werden.\n \nSelbstverständlich ist STIFF2D/3D auch als kleines Statikprogramm für die schnelle Analyse in der Baupraxis geeignet. Wir freuen uns über jede Anwendung.\n\nKonkret begleitet STIFF2D/3D die Statik-Lehre im Fach in folgenden Themen (die stetig erweitert und ergänzt werden):"]
[null,"- Verschiebungsgrößenverfahren (VV)\n- Begleitung des Kraftgrößenverfahrens (eigenes Modellieren der Last- und Einheitszustände mit dem VV)\n- Formfinden von Seilnetzen in 3D mit der Kraftdichte-Methode (KD, STIFF3D),   \n               mit Nebenbedingungen für Elementlängen und Knotenpositionen, Eigengewicht und Schneelasten (auf Seilelemente)\n- Theorie 1. Ordnung\n- Theorie 2. und 3. Ordnung (nur STIFF2D)\n- schubsteifer Balken nach der Euler-Bernoulli-Theorie\n- schubweicher Balken nach der Timoshenko-Theorie (nur STIFF2D)\n- elastisch gelagerter Balken (Winkler Modell,  nur STIFF2D)\n- Knoten- und Elementbelastungen\n- diskrete Lager- und Koppelfedern\n- starre Elemente (dehn-, biege-, torsionsstarr)\n- Berechnung aller Schnittgrößen und Lagerkräfte\n- interaktive Modellierung (u.a. Kopieren, Teilen, Verschmelzen, Verschieben, Hintergrundbilder, ...)\n- interaktive Auswertung\n- Animation der Verformungen und Eigenformen (Beulformen, kinematische Moden)\n- Modellierung beliebiger Gelenkbedingungen mit doppelten Knoten\n- beliebige Ausrichtung der Verschiebungsfreiheitsgrade\n- Identifikation mehrfach kinematischer Tragwerke\n- Polplan für einfach kinematische Tragwerke (nur STIFF2D)\n- Vor- und Zwangsverformungen\n- Vorspannen durch Verlängerung aus dem \"Zuschnitt\", Zuschnittsermittlung (STIFF2D)\n- Baufortschrittsmodellierung (nur STIFF2D)\n- Einflusslinien für Kraft- und Verschiebungsgrößen (nur STIFF2D)\n- direkte und adjungierte Sensitivitätsanalyse (nur STIFF2D)\n- Instabilität von Systemen, Element- und Systemimperfektionen, Beulwertanalyse, Beulformen (nur STIFF2D)\n- Traglastverfahren mit der Fließgelenkmethode nach Theorie I Ordnung (nur STIFF2D)\n- beliebig große Starrkörperverformungen bei Theorie III Ordnung (nur STIFF2D)\n- Programmierung von Statik-Programmen (alle Algorithmen sind frei verfügbar, allerdings ohne Gewähr)"]
[]
[null,"STIFF2D/3D ist in VBA geschrieben und lauffähig in den MicrosoftOffice-Versionen (32-bit und 64-bit) ab Office 2007 (derzeit getestet bis Office 2016)."]
[null,"Die Kompatibilität mit anderen Systemen wird ständig erweitert. Derzeit ist das Berechnen einfacher\nSysteme auch für Office auf Mac möglich, allerdings ist hier die GUI nicht verwendbar."]
[]
[null,"Da STIFF2D/3D auf Macros basiert, ist die Verwendung nur möglich, wenn das Ausführen von Macros zugelassen ist und ggf. entsprechende Einstellungen im Sicherheitscenter vorgenommen wurden."]
[null,"Achtung: Obwohl größtmögliche Sorgfalt bei der Programmierung angewandt wurde, lehnen die Autoren  jegliche Haftung bezüglich des Einsatzes der Software sowie Schäden durch die Software (Viren,…) ausdrücklich ab."]
[]
[null,"STIFF2D/3D wird ständig weiterentwickelt und verbessert. Wir wünschen uns, dass unsere Begeisterung und Engangement\nfür die Statik im Allgemeinen und für das Arbeiten mit STIFF im Besonderen anregt und inspiriert.\n\nHaben Sie Freude an STIFF2D/3D, dann sagen Sie es weiter. Sollten Sie Fehler finden oder Anregungen haben, dann sagen Sie es bitte uns. "]
[]
[null,"München, Oktober 2017, September 2019, Juni 2020, September 2021, April 2022, März 2023, September 2023, August 2024, Februar 2025"]
[]
[null,"die Autoren"]

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[null,"Schnittkraftverläufe Normalkraft N"]
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{"sheet":"EleMats","index":11,"n_rows":5586,"n_cols":22,"rows_kept":5586,"cut":false,"hidden":false,"merged":[]}
["Element 1",1,2,3,4,5,6,7,8,9,10,11,12,1,2,3,4,5,6,7,8,"Lastvektor"]
[1,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,0,0,-2.7013768191460001]
[2,0,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,0,-11.219395856163001]
[3,0,0,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,1.566116184607]
[4,0,0,0,4.6082949299999998E-4,2.0737327189E-2,5.529953917E-3,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,2.0737327189E-2,0.93317972350199996,0.248847926267,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,5.529953917E-3,0.248847926267,6.6359447005000002E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,0,0,2.7013768191460001]
[8,0,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,0,11.219395856163001]
[9,0,0,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,-1.566116184607]
[10,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[11,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[12,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[3,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[4,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[8,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
["Element 2",1,2,3,4,5,6,7,8,9,10,11,12,1,2,3,4,5,6,7,8,"Lastvektor"]
[1,3,0,0,0,0,0,-3,0,0,0,0,0,0,0,0,0,0,0,0,0,-3.327946310133]
[2,0,3,0,0,0,0,0,-3,0,0,0,0,0,0,0,0,0,0,0,0,13.475133594009]
[3,0,0,3,0,0,0,0,0,-3,0,0,0,0,0,0,0,0,0,0,0,-4.2402600015999999E-2]
[4,0,0,0,7.2992700699999998E-4,-2.5547445254999999E-2,8.7591240879999997E-3,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,-2.5547445254999999E-2,0.89416058394200004,-0.30656934306599998,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,8.7591240879999997E-3,-0.30656934306599998,0.105109489051,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,-3,0,0,0,0,0,3,0,0,0,0,0,0,0,0,0,0,0,0,0,3.327946310133]
[8,0,-3,0,0,0,0,0,3,0,0,0,0,0,0,0,0,0,0,0,0,-13.475133594009]
[9,0,0,-3,0,0,0,0,0,3,0,0,0,0,0,0,0,0,0,0,0,4.2402600015999999E-2]
[10,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[11,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[12,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[3,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[4,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[8,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
["Element 3",1,2,3,4,5,6,7,8,9,10,11,12,1,2,3,4,5,6,7,8,"Lastvektor"]
[1,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,0,0,-1.9100202248930001]
[2,0,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,0,-0.68094228343899998]
[3,0,0,2,0,0,0,0,0,-2,0,0,0,0,0,0,0,0,0,0,0,6.0426103918029996]
[4,0,0,0,0.34615384615400002,-0.115384615385,0.46153846153799999,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,-0.115384615385,3.8461538461999997E-2,-0.15384615384600001,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,0.46153846153799999,-0.15384615384600001,0.615384615385,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,0,0,1.9100202248930001]
[8,0,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,0,0.68094228343899998]
[9,0,0,-2,0,0,0,0,0,2,0,0,0,0,0,0,0,0,0,0,0,-6.0426103918029996]
[10,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[11,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[12,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[3,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[4,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[6,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[8,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
["Element 4",1,2,3,4,5,6,7,8,9,10,11,12,1,2,3,4,5,6,7,8,"Lastvektor"]
[1,1,0,0,0,0,0,-1,0,0,0,0,0,0,0,0,0,0,0,0,0,-0.77534842702399998]
[2,0,1,0,0,0,0,0,-1,0,0,0,0,0,0,0,0,0,0,0,0,-0.79244712460400002]
[3,0,0,1,0,0,0,0,0,-1,0,0,0,0,0,0,0,0,0,0,0,3.8957813557000001]
[4,0,0,0,0.59523809523799998,0.119047619048,-0.47619047618999999,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[5,0,0,0,0.119047619048,2.380952381E-2,-9.5238095238000003E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
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[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[8]
["Element 76"]
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[2]
[3]
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[9]
[10]
[11]
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[1]
[2]
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["Element 77"]
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[2]
[3]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 78"]
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[2]
[3]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 79"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 80"]
[1]
[2]
[3]
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[5]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 81"]
[1]
[2]
[3]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 82"]
[1]
[2]
[3]
[4]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 83"]
[1]
[2]
[3]
[4]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 84"]
[1]
[2]
[3]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 85"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 86"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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["Element 87"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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["Element 88"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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[6]
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["Element 89"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 90"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
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[8]
["Element 91"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[8]
["Element 92"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 93"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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[8]
["Element 94"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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[8]
["Element 95"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
[6]
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[8]
["Element 96"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 97"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 98"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 99"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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["Element 100"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 101"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 102"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 103"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 104"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 105"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 106"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 107"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 108"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 109"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 110"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 111"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 112"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 113"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 114"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 115"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 116"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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["Element 117"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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["Element 118"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 119"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 120"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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["Element 121"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 122"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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["Element 123"]
[1]
[2]
[3]
[4]
[5]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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[6]
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["Element 124"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 125"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[6]
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["Element 126"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
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[8]
["Element 127"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 128"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[8]
["Element 129"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
[6]
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[8]
["Element 130"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 131"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 132"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 133"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 134"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 135"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 136"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 137"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 138"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 139"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
[6]
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[8]
["Element 140"]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 141"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 142"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 143"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 144"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
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[6]
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[8]
["Element 145"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 146"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 147"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 148"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
[6]
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[8]
["Element 149"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
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[5]
[6]
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[8]
["Element 150"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
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[8]
["Element 151"]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
[9]
[10]
[11]
[12]
[1]
[2]
[3]
[4]
[5]
[6]
[7]
[8]
["Element 152"]
[1]
[2]
[3]
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[]
[]
[]
[]
[]
[]
[null,"Wichtige Neuerungen in Stiff 3D"]
[]
[null,null,null,null,null,null,null,null," "]
[]
[null,"\nDas wurde abgestellt und folgendes Vorgehen beim Erstellen eingeführt."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,"                                                            "]
[]
[]
[null,null,null,null,null,null,null,"  "]

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[]
[]
[]
[]
[]
[]
[null,"Important new features in Stiff 3D"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[null,null,null,"                                                            "]
[]
[]
[null,null,null,null,null,null,null,"  "]

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{"sheet":"Versionsverlauf","index":15,"n_rows":76,"n_cols":5,"rows_kept":76,"cut":false,"hidden":false,"merged":[]}
["  "," "]
["Datum","Version","Name","Ort der Änderung","Änderung"]
["2020-06-04"," ","kub","Alles","Erste Version von STIFF3D"]
["2020-08-07"," ","kub","Alles","Erste Version von STIFF3D fertiggestellt"]
["2020-08-12"," ","kub","alles","Beschleunigt, allerlei Fehlerchen entfernt\nVoreinstellung des Darstellungsbereichs bei leerem File\nLastfaktor = 0 und Elementlasten (wurde trotzdem dargestellt)\nkeine Kinematikabfrage bei externer Lösung "]
["2020-08-23"," ","kub","Alles","Kräftige Überarbeitung des Codes, insbesondere Drehen und Lokalsysteme\nRechengenauigkeit korrigiert (bei manchen geoemtrischen Operationen wurde nur einfach genau gerechnet)\nFehler bei der Darstellung der skalierten Elementlasten entfernt\nGeometrieoperation \"Skalieren\" ergänzt\nKnotenanziehung bei Knoten außerhalb des Rasters: Shift drücken beim Cursor loslassen"]
["2020-12-05"," ","kub","Merge_Selected_Elements","Verbinden von Elementen und doppelte Knoten, verbessert aber noch nicht einwandfrei"]
["2021-06-07"," ","kub","GUI_Element","Initialisierung der GE-Variable "]
["2021-06-14","2021-06","kub","verstreut","ListBox Klasse GUI_ListBox, DropDown Menues\nJustierung der DropDownMenues"]
["2021-06-25","2021-06.1 ","kub","verstreut","Breite Zeile bei Fingereingabe\nFehler bei Löschen und Wiederherstellen beseitigt\nFehler bei Graph-Skalierung entfernt"]
["2021-06-27","2021-06.2 ","kub","Eigenwertlöser","Eigenwertlöser: Konvergenzgenauigkeit stand auf Null. Korrigiert\nDefault: 10^-9 und Max_Iterationen = 200, falls das nicht reicht, wird einfach weitergemacht\ndie Voreinstellung kann im Blatt \"Setup\" verändert werden beim Eintrag \"ThIIO_EW_Acc\"\nVoreinstellung \"Stifteingabe\""]
["2012-07-04","2021-07.1 ","kub",null,"letzte validierte Version"]
["2021-07-22","2021-07.2","kub",null,"Fensterkalibrierung überarbeitet"]
[" ","2021-07.03","kub","AutomaticCalibrate","schnelles Kalibrieren\nkonsistente Fensteranpassung für beliebige Bildschirmeinstellungen"]
["2021-08-19","2021-08.0","kub","verteilt","schnelles Bildauffrischen\nZoom-Funktion der Graphen\nKomfort-Löschen des Knotens direkt nach dem Erstellen solange er nicht abgewählt wurde"]
["2021-09-09","2021-09.0","kub","verteilt","Kraftdichtemethode eingebaut"]
["2022-04-05","2022-04.1","kub","verteilt","Im- Export verbessert, Drehen/Skalieren verbessert, neue Oberfläche, Farben"]
["2022-04-20","2022-04-02","kub","verteilt","Längenbedingung bei Kraftdichte eingebaut, dafür nichtlinearer Löser eingebaut\nVerschneiden eingebaut und dabei den Fehler bei UNDO entfernt\nFehler beim Teilen und Verbinden entfernt\ndabei das komplette Trash-Management (sämtliche Routinen in allen Modulen) auf den Stand von Stiff2D gebracht\ndabei Fehler in Element.Split ausgemerzt "]
["2022-04-30","2022-05.01","kub","NodeMerge, UndoLastOperation","Fehler beim Mergen doppelter Knoten und beim Wiederherstellen (schon ewig alt)"]
["2022-06-01","2022-06.01","kub","neues Modul, Solution GUI_Node","Bandbreitenoptimierer"]
["2022-06-04","2022-06.02","kub","verteilt","Fehlerchen verbessert, NodeMerge auf den aktuellen Stand, Geschwindigkeit"]
["2022-06-18","2022-06.03","kub","GUI:NodeContext, Graphicpad","Fehler bei der Eingabe der doppelten Knoten, Auffrischgeschwindigkeit"]
["2022-06-26","2022-06.04","kub","verteilt, GUI-, Graph-, Element-Routinen ","Graph-Plot in lokaler Elementausrichtung\nZ-Buffering und Farbtiefe für 3D-Darstellung"]
["2022-07-12","2022-07.01","kub","Solution\nGraphicPadMouseMove, GraphicPadMouseUp","schneller Löser\nStarre Elemente beim interaktiven Knotenbelasten"]
["2022-08-11","2022-08.01","kub","Grafik_Lib","Bitmaps für die Graphen eingeführt. Beschleunigter Plot."]
["2022-09-05","2022-09.01","kub","überall","weiter konsolidiert, u.a. Skalierung der Knotengröße"]
["2022-09-13","2022-09.02","kub","überall","weiter konsolidiert, Englische Feldbeschriftung, Verschneiden überarbeitet"]
["2022-10-08","2022-10.01","kub","überall","weiter konsolidiert"]
["2022-10-20","2022-10.01","kub","überall","weiter konsolidiert, Knoten / Element-Erstellung abschaltbar, \"Rhino\"-Layout"]
["2022-11-08","2022-11.01","kub","überall","Kraftdichte: alternativ lineare/quadratische Form der Längenbedingung (in Kontrolldaten zu triggern),\n                  Bedingung für projizierte Länge (in Richtung der Ausgangsorientierung)\n                  Gleichungssystem ertüchtigt für Null-Diagonalelemente\n                  alternative Übernahme von Kraftdichte m/o Form \nweitere Konsolidierung "]
["2022-11-14","2022-11.02","kub","überall","Reaktivierung \"Knoten-\" bzw. \"Elementerstellen\"  "]
["2022-11-24","2022-11.03","kub","Node_Context, GUI_Node","Gemeinsame Koordinaten ausgewählter Knoten einlesen"]
["2022-12-22","2022-12.01","kub","überall","mit graphischer Statik angefangen, noch nicht abgeschlossen"]
["2023-01-05","2023-01.01","kub","GUI","kleinere Oberflächenverbesserungen beim \"Augpunkt\" setzen "]
["2023-03-04","2023-01.01","kub","überall","Kosmetik: GUI und Sprache\nKraftdichtemethode:  verschiedene Unstimmigkeiten, Übernahme der Ergebnisse, insbesondere für ThIO, \nNeu: Vorspannkraft als Elementlast (nicht bei Kraftdichtemethode)"]
["2023-05-01","2023-05.01","kub","SetLengthAndQlocalAllElements","beim Geometrie-Update die Transformationsmatrizen der lokalen Richtungen vergessen …"]
["2023-05-18","2023-05.02","kub","SolFixZeroMatrixDiagonal","Fehler bei der Modifikation der Steifigkeitsmatrix: Auf das Nulldiagonalelement muss in der richtigen Reihenfolge d'raufaddiert werden: erst die Zeile und dann die modifizierte Spalte."]
["2023-06-05","2023-06.01","kub","Gui_Element.DrawLoad","Schraffur zu dicht, Lastumkehr  bei neg. Lastfaktor und Verschiebungsskalierung"]
["2023-06-14","2023-06.02","kub","SolveOnce","THIO: Dreieckszerlegung auch dann, wenn keine Last drausteht (um singuläre Matrix zu entdecken)"]
["2023-06-23","2023-06.03","kub","Force density","Lineserach eingebaut, quadratische Drei-Punkt-Interpolation (Armijo, Augmented Lagrange als Merit-Fkt.)"]
["2023-07-26","2023-07.01","kub","Force density","Linesearch überarbeitet, nur Penaltyterm als Merit-Fkt. "]
["2023-08-23","2023-08.01","kub","Force density, Node_Context","Linesearch überarbeitet, Schrittweitenkontrolle, Armijo mit kompletter Merit-Fkt.\nEingabe der Federsteifigkeiten für alle aktivierten Knoten"]
["2023-09-04","2023-09.01","kub","Force Density, Cremona Plan","Knotengenerierung für dualen Plan,  \nFehlerchen entfernt, Initialisierung der KD-Rechnung überarbeitet"]
["2023-09-10","2023-09.02","kub","SolveLineSearch, SolveNonlinearc\nUserForm GUI_Options, Theory","Linesearch ein letztes Mal überarbeitet\nLinesearch Kontrolloptionen"]
["2023-09-13","2023-09.03","kub","Blending","Projiziertes Verschneiden"]
["2023-09-19","2023-09.04","kub","Blending und diverses","Projiziertes Verschneiden weiter verbessert"]
["2023-09-22","2023-09.05","kub","Copy-Paste und diverses","Copy-Paste weiter verbessert, Zuschnittsermittlung bei der Rückrechnung"]
["2023-09-23","2023-09.06","kub","Restore Blending","endlich das Problem mit den Zombie-Knoten gelöst. Beim Blenden: CreateStamp hochzählen!\nWeitere Programmpflege."]
["2023-09-30","2023-09.07","kub","Solve_Nonlinear","Rumgefummel mit der Kinematik"]
["2023-10-14","2023-10.01","kub","WS-Version"]
["2024-01-06","2024-01.01","kub","Eigenvalue-analyis"]
["2024-01-10","2024-01.01","kub","GraphicPad, StabMenue","Short cuts, Nachkommastellen im Rotationsmenue"]
["2024-01-17","2024-01.01","kub","distributed","Formula editor"]
["2024-01-27","2024-01.02","kub","distributed","Formula editor, jetzt überall und weiter verbessert\nPads auf Typ \"Frame\" umgestellt"]
["2024-02-09","2024-02.01","kub","distributed","Short cuts erweitert\nKraftdichtemethode: Optionen URS, NLN und Mixed eingeführt"]
["2024-02-14","2024-02.02","kub","distributed","Formeleditor, Konstanten ergänzt"]
["2024-02-20","2024-02.03","kub","distributed","Formeleditor, beliebige Benutzerdefinerte Konstanten ergänzt"]
["2024-02-20","2024-02.03","kub","distributed","Formeleditor, beliebige Benutzerdefinerte Konstanten ergänzt"]
["2024-02-22","2024-02.04","kub","distributed","Formeleditor, \"=\" eingführt und etwas Kosmetik"]
["2024-03-10","2024-03.01","kub","distributed","Im Kontext von Kraftdichte: \nEigenwertanalyse auf Lagrangeparameter ausgeweitet, \ndiverse weitere Problemchen, insbesondere beim Klonen, entfernt"]
["2024-03-25","2024-03.02","kub","distributed","Gleichungslöser erlaubt Null-Diagonalelemente\nKraftdichte: weitere Konsolidierung\nDarstellung der Lokalsysteme korrigiert."]
["2024-04-12","2024-04.01","kub","Elemenet.DrawEleSys","Darstellung der Lokalsysteme korrigiert."]
["2024-04-22","2024-04.02","kub","verteilt","Rechner eingebaut, Konstanten-Management überarbeitet"]
["2024-04-26","2024-04.03","kub","verteilt","GUI Hide"]
["2024-06-04","2024-06.01","kub","verteilt","Abschiedsvorlesung"]
["2024-07-11","2024-06.01","kub","verteilt","Farben und Layout"]
["2024-08-12","2024-08.01","kub","verteilt","Morphing Box (trilineare Formfunktionen)"]
["2024-08-15","2024-08.02","kub","verteilt","final peparation for IASS 2024"]
["2024-08-23","2024-08.03","kub","verteilt","Element context: Eingabe der Kraftdichte Parameter und Speichern im Tabellenblatt\nGUI_Element: let Theory"]
["2024-08-31","2024-08.04","kub","verteilt","IASS Seminar 2024: Errors found corrected:\n     Screen size correction \n     CGerm in LoadSetUpDataV\n     Character in Operation (Fomula editor)"]
["2024-09-02","2024-09.01","kub","verteilt","Darstellung, u.a. eingefärbte Elemente auch für ThIO"]
["2024-11-05","2024-11.01","kub","verteilt","Kraftdichte: Eigengewicht, Schneelast vollständig nichtlinear"]
["2024-11-22","2024-11.02","kub","verteilt","Kraftdichte: Koordinaten Bedingungen"]
["2025-01-17","2025-01.01","kub","verteilt","Kraftdichte: Koordinaten Bedingungen, vollständig unsymmetrische Matrizen\nNB \"projizierte Länge\" derzeit nicht möglich "]
["2025-02-20","2025-02.01","kub","verteilt","Kraftdichte: weiter konsolidiert und getestet, insbesondere lokale Knoten-Koordinaten-Systeme\n                  Nebenbedingung \"vorgeschriebene Verschiebung\"\n                  Nebenbedingung \"projizierte Länge\" (in x-y-Ebene)"]
["2025-03-21","2025-03.01","kub","verteilt","Kraftdichte: erst einmal abgeschlossen\nkleines Fehlerchen in Element.DrawEleSys: Update des deformiertn EleSys"]