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[null,"STIFF - Lehrprogramm zur Tragwerksberechnung"]
[]
[null,"©Prof. Dr.-Ing. Kai-Uwe Bletzinger, Lehrstuhl für Statik, Technische Universität München"]
[null,"Feedback, Anregungen und Kommentare bitte an: stiff.statik@tum.de"]
[]
[null,"Hinweise zu den Versionen Oktober 2017 bis Februar 2025"]
[]
[null,"STIFF ist ein interaktives Programm für die statische Berechnung ebener Stabtragwerke.\nEs entstand in Begleitung der Lehre im Fach Statik an der Technischen Universität München. Die erste, tabellenorientierte\nVersion entstand 1999. Seitdem wird es stetig weiterentwickelt. Die interaktive, graphische Oberfläche kam 2011 dazu.\nÜber die Jahre sind viele Anregungen der Studierenden eingeflossen, wie überhaupt unsere Studierenden für eine intensive und sehr kritische Qualitätskontrolle sorgen. Vielen Dank dafür!\n\nSTIFF ist insbesondere dafür gedacht, das eigene Studium zu begleiten. Mit STIFF kann jeder Schritt der Handrechnung kontrolliert werden. Mit wenig Übung können mit STIFF 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 STIFF ist frei verfügbar und kann jederzeit selbst mit eigenen Makros oder Funktionen ergänzt werden.\n \nSelbstverständlich ist STIFF auch als kleines Statikprogramm für die schnelle Analyse in der Baupraxis geeignet. Wir freuen uns über jede Anwendung.\n\nKonkret begleitet STIFF die Statik-Lehre im Fach in den Themen (die stetig erweitert und ergänzt werden):"]
[null,"- Verschiebungsgrößen- und Kraftgrößenverfahren\n- Formfinden in 3D mit der Kraftdichtemethode (STIFF3D)\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- Fachwerkmodelle im Massivbau (ThIO, STIFF2D)\n- Programmierung von Statik-Programmen (alle Algorithmen sind frei verfügbar, allerdings ohne Gewähr)\n"]
[]
[null,"STIFF 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 STIFF 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,"STIFF 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.\nHaben Sie Freude an STIFF, dann sagen Sie es weiter. Sollten Sie Fehler finden oder Anregungen haben, dann sagen Sie es bitte uns. "]
[]
[null,"München, Oktober 2017, September 2019, April 2021, April 2022, Januar 2023, Februar 2024, August 2024, Februar 2025"]
[]
[null,"die Autoren"]

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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"                                                            "]
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["Verschiebungs-"]
["skalierung"]
[1]

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[null,null,"k_e : Elementsteifigkeitsmatrix in lokalen FG",null,null,null,null,null,null,"lokaler Lastvektor"]
[null,"lok. FG",1,2,3,4,5,6,null,"Belast.","Vorver.","Summe",null,"F","LZ"]
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[]
[null,null," k_Global : Elementsteifigkeitsmatrix in globalen FG"]
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[null,"lok. FG",1,2,3,4,5,6,"global","Belast.","Vorver.","Summe"]
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[]
[null,"FG","FG","Vorverformung"]
[null,"lokal","global","lokal","global"]
[null,1,{"$f":"I26","v":7},{"$f":"(MMULT(T,E35:E40))","v":0},{"$f":"J3","v":0}]
[null,2,8,0,{"$f":"K3","v":0}]
[null,3,9,0,{"$f":"L3","v":0}]
[null,4,10,0,{"$f":"J4","v":0}]
[null,5,11,0,{"$f":"K4","v":0}]
[null,6,12,0,{"$f":"L4","v":0}]
[]
[null,null,null,"Stabendverschiebungen",null,null,"Stabendkraftgrößen (Vorzeichen nach VV!)"]
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[]
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[null,"Feder",{"$f":"4*$E$1*$H$1","v":1.4843180252223576},"Auflager",{"$f":"2*$E$1*$H$1","v":0.74215901261117878}]
[]
[null,"unverformt",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"verformt"]
["Feder horizontal",null,"x - Koordinaten der Feder",null,null,null,null,null,null,"x - Koordinaten des Auflager",null,null,null,null,null,"y - Koordinaten der Feder",null,null,null,null,null,null,"y - Koordinaten des Auflager",null,null,null,null,null,null,"Feder horizontal",null,"x - Koordinaten der Feder",null,null,null,null,null,null,"x - Koordinaten des Auflager",null,null,null,null,null,"y - Koordinaten der Feder",null,null,null,null,null,null,"y - Koordinaten des Auflager"]
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[]
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["Drehfeder",null,"x - Koordinaten der Spirale",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"x - Koordinaten des Auflagers",null,null,null,null,null,"Drehfeder",null,"x - Koordinaten der Spirale",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"x - Koordinaten des Auflagers"]
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[]
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[]
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[null,"Lineare Linienlast in x - Richtung"]
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[]
[]
[null,"Lineare Linienlast in z - Richtung"]
["Element","qzi","qzk","L","sin","cos","global","xa","xb","xc","xd","xe","xf","za","zb","zc","zd","ze","zf","psi","Fac1","Fac2","max. qz"]
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[2,0,0,0,0,{"$f":"C226","v":0},0,{"$f":"G226","v":0},{"$f":"G226","v":0},{"$f":"G226","v":0},0,0,{"$f":"J226","v":0},0,{"$f":"N226","v":0},{"$f":"N226","v":0},{"$f":"N226","v":0},{"$f":"B226","v":0},0,0,0,0,{"$f":"T226","v":0},0,{"$f":"X226","v":0},{"$f":"X226","v":0},{"$f":"X226","v":0},0,0,{"$f":"AA226","v":0},0,{"$f":"AE226","v":0},{"$f":"AE226","v":0},{"$f":"AE226","v":0},{"$f":"S226","v":0}]
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[5,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
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[]
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[null,"Temperaturlasten ",null,null,null,null,null,"Intervall",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Amplituden x-Koordinaten",null,null,null,null,null,null,null,null,null,null,"Amplituden z-Koordinaten"]
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[6,{"$f":"IF(ISNUMBER(System!$AB9),SIGN(System!AB9),0)","v":0},{"$f":"IF(System!AC9<>0,1,0)","v":0},{"$f":"IF(OR(B275<>0,C275<>0),System!BC127+IF(ISNUMBER(B275),SIGN(B275),1)*E10*1,0)","v":0},{"$f":"IF(OR(B275<>0,C275<>0),System!BD127+IF(ISNUMBER(B275),SIGN(B275),1)*E10,0)","v":0},{"$f":"IF(OR(B275<>0,C275<>0),System!BE127+IF(ISNUMBER(B275),SIGN(B275),1)*F10,0)","v":0},{"$f":"IF(OR(B275<>0,C275<>0),System!BF127+IF(ISNUMBER(B275),SIGN(B275),1)*F10,0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[7,{"$f":"IF(ISNUMBER(System!$AB10),SIGN(System!AB10),0)","v":0},{"$f":"IF(System!AC10<>0,1,0)","v":0},{"$f":"IF(OR(B276<>0,C276<>0),System!BC128+IF(ISNUMBER(B276),SIGN(B276),1)*E11*1,0)","v":0},{"$f":"IF(OR(B276<>0,C276<>0),System!BD128+IF(ISNUMBER(B276),SIGN(B276),1)*E11,0)","v":0},{"$f":"IF(OR(B276<>0,C276<>0),System!BE128+IF(ISNUMBER(B276),SIGN(B276),1)*F11,0)","v":0},{"$f":"IF(OR(B276<>0,C276<>0),System!BF128+IF(ISNUMBER(B276),SIGN(B276),1)*F11,0)","v":0},0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
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[]
[]
[]
[]
[null," Vorspannung"]
["Element","P","xa","xb","za","zb","cos ","sin","AH","x1","x2","z1","z2"]
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[]
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[36,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[37,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[38,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[39,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[40,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,7.4215901261117878E-2,-7.4215901261117878E-2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Buchstabe W"]
[null,"Windlast",null,null,null,"1. Pfeil",null,null,null,null,null,"2. Pfeil",null,null,null,null,null,"3. Pfeil",null,null,null,null,null,"4. Pfeil",null,null,null,null,null,"Punkt 1",null,"Punkt 2",null,"Punkt 3",null,"Punkt 4",null,"Punkt 5"]
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[]
[]
[null,null,null,null,null,null,"WENN(UND(ISTZAHL(System!$C4);E360<>0);System!E82-WENN(D360<>0;1;0)*$J$1*MIN($E$1;B360)*ABS(C360) - $H$1*$E$1*ABS(D360);PlotData!$CB$4)"]
[null,"Lastgurt von Einflusslinie",null,null,null,"Anfangspunkt A",null,"Endpunkt B",null,"Mittelpunkt C",null," Pfeil horizontal",null,"Pfeil vertikal",null,"Zahl \"1\""]
["Element","L","sin","cos","Lastgurt","xa","za","xb","zb","xc","zc","xh","zh","xv","zv","x1","z1","x2","z2","x3","z3"]
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[1]
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[null,null,null,"                                                            "]
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{"sheet":"SetUp","index":24,"n_rows":51,"n_cols":9,"rows_kept":51,"cut":false,"hidden":false,"merged":[]}
["Vorlesung","Standard",null,"Standard",null,null,"System Konstanten"]
["Abmessungen",null,null,"BTW",null,null,"Pi",3.14159265358979]
["Xmin",-25.2102,null,"Baufortschritt",null,null,"Eul",2.7182818284590402]
["Xmax",19.4377,null,"Vorspannung",null,null,"kub",11.11]
["Zmin",-11.6571,null,"WinklerBettung",null,null,"acos","#"]
["Zmax",11.5685,null,"Zuschnitt",null,null,"asin","$"]
["Rastereinteilung",null,null,"Fachwerkmodell",null,null,"ac","#"]
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["Theorie",1,null,null,null,null,"tan","t"]
["Traglast",0,null,null,null,null,"Individuelle Konstanten",null,"hier nach Belieben ändern und ergänzen, auch weiter unten"]
["ThIIO_Acc",1.0000000000000001E-5,null,null,null,null,"EA",1000]
["ThIIO_Maxit",100,null,null,null,null,"q",1]
["ThIIO_EW_Acc",1.0000000000000001E-5,null,null,null,null,"L",2]
["ThIIO_EW_Maxit",100,null,null,null,null,"EI",50]
["Abbildung"]
["Ax",7.5333658854166288]
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["Lager",true]
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["gestr. Faser",true]
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["IdForce",2]
["StdKnoten",1]
["StdElement",1]
["DispSclFac",3.03]
["Sensitivity",0]
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["Projekt","Fachwerk_THIO"]
["GraphTextScale",1.7569200992584229]
["BackgroundPicture"]
["GUI Input Device","Maus",null,"Maus"]
["GUI Fangradius",0.5]
["Bildschirm B:H",0]
["Rasterstärke",1]
["Disp.Opt.Resultants",1]
["Temp. Input Type",0]
["Last Ele Tab",1]
["Last Nod Tab",1]
["ThIIIO fixierte Skalierung",false]
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{"sheet":"Versionsverlauf","index":25,"n_rows":145,"n_cols":5,"rows_kept":145,"cut":false,"hidden":false,"merged":[]}
[" "," "]
["Datum","Version","Name","Ort der Änderung","Änderung"]
["2012-10-11"," ","B. Philipp","StiffLib - Tabellenblatt \"Versionsverlauf\"","Einführung des Versionsverlaufs, Übergabe an A. Bauer zur Integration Polplangenerator"]
["2012-10-17"," ","A.Bauer","StiffLib - GUI, GUI_Element, Solution, GraphicLib","Integration Polplangenerator"]
["2012-10-19"," ","A.Bauer","StiffLib","Integration schiefer Auflager"]
["2012-10-19"," ","A.Bauer","Stiffeingabe","Integration schiefer Auflager"]
["2012-10-22"," ","R. Fisch"," StiffLib - Modul Solution Ausgetauscht."," Änderung des Kinematik-Checks durch kub"]
["2012-12-01"," ","A.Bauer","StiffLib","Lastarten `Bauer Last"]
["2012-12-02"," ","A.Bauer","StiffLib / Tabellenblatt Knoten","Auflagerkräfte 'Bauer ALR"]
["2012-12-20"," ","A.Bauer","StiffLib GUI_Element, Solution","Darstellung Funktionsprinzip VV, Berechnung geom. best. System"]
["2013-01-02"," ","B. Philipp","StiffLib GUI, Grafik_Lib","Abfrage nach Office-Version (32 vs. 64bit), Umlenkung der entspr. Zeiger (Vorschlag von T. Oberbichler)"]
["2013-01-22"," ","A.Bauer","StiffLib GUI_Element","T. II.O. DrawLoad"]
["2013-01-30"," ","A.Bauer","Stiff Tabellenblatt, GUI_Element DrawLoad","Vorkrümmung Knotenlastdarstellung, Darstellung lineare Lasten"]
["2014-11-05"," ","B. Philipp, \nP. Pfatrisch und \nT. Oberbichler","gesamt, Überarbeitung zur Version 2014beta","Integration von Features (Federn, lineare Lasten, Einflusslinien,…)\nKompatibilität zur Berechnung einfacher Systeme mit Mac ohne GUI"]
["2016-02-02"," ","P. Pfatrisch und\n B. Philipp","gesamt, generelle Überarbeitung zur Version 2015",".bessere Integration und Erweiterung der Ribbonleiste\n.verbesserte Berechnung von Einflusslinien\n.Verbesserung in der Darstellung von Lasten\n.schnellerer Import und Export der Inputfiles\n.Kompatilibitätsverbesserung durch Umgehen der Umlaute im Code"]
["2016-04-21"," ","B. Philipp","GUI_Element - Ele_Load_I","Korrektur der Vorspannungsberücksichtigung im GE3"]
["2016-05-27"," ","kub","fast überall","Vorspannung, Beschriftung der Schnittgrößenfenster, L-V Export/Import"]
["2016-05-27"," ","kub","fast überall","automatische Umschalten der Schnittgrößendarstellung bei Anklicken der Elemente \nBeschriftung für elast. Bettung,  Clipping in den Schnittgrößenfenstern\nBeschrittung des Last-Verschiebungsplots\nFehler in den Routinen des Optionsmenüs bei Einflusslinien !!!"]
["2016-05-27"," ","kub","fast überall","Lagerkräfte, Elementkräfte bei Lastfaktor ungleich 1"]
["2016-07-27"," ","B. Philipp","GUI_Node - Knotenverdrehung","Korrektur der Knotenverdrehung im Übergang Knotenblatt - GUI"]
["2016-10-18"," ","B. Philipp,\nE. Mavreli und\nD. Schmölz","Tabellenblätter, GUI_Element,…","Integration eines Timoshenko-Balkenelements für GE 1 ohne Schublocking; bisher nur für konstante Linienlast"]
["2016-11-07"," ","B. Philipp","GUI_Element_Kontext","Bug-Korrektur"]
["2016-11-11"," ","B. Philipp","GUI, Button Berechnen","Für Th.I.O. und Th.II.O. wird jetzt der in der Rechnung verwendete Lastfaktor mit ausgegeben"]
["2016-11-22"," ","B. Philipp","GUI_Element(diverse Stellen, EleLoad_II, …)","Korrektur der Schnittgrößenberechnung für Th.II.O. für Stäbe unter Zug\nKorrektur der Stablängskraft-/Transversalkraftberechnung für GE2a, Th.II.O."]
["2016-11-28"," ","B. Philipp","GUI_Element(BezierControls, Biegelinie)","Für die GE2a, GE2b wurde die Ermittlung der Biegelinie nach Th.II.O. implementiert; somit ist für den Knickfall eine symmetrische Figur gewährleistet"]
["2016-12-09"," ","B. Philipp","\"Element\"-Blatt, Import-Routine","Korrektur der Zuordnung weiter rechts stehender Eingabewerte aus Einfügen von GAs\nImport-Routine älterer Blätter funktioniert jetzt auch nach Check der Existenz von GAs"]
["2017-01-20"," ","B. Philipp","\"Element\"-Blatt, Systemblatt","Korrektur der Bezeichnungen der Vorverformungen für Th.II.O. auf Systemblatt\nKorrektur einiger Bezüge auf dem Elementblatt (für Temperatur, Bettung)"]
["2017-04-12"," ","kub","GUI_Node - ReForceX und ResForceZ","Berücksichtigung gekoppelter Freiheitsgrade, hat bislang gefehlt"]
["2017-04-19","  ","kub","in vielen Routinen","Direkte und adjungierte Sensitivitätsanalyse, Th. I O, wenige Zielfunktionen "]
["2017-04-22"," ","kub","in vielen Routinen","Vollbildschirm GUI und viele weitere Kleinigkeiten (Zoom, Verschieben, Barplot, Personalisierung)"]
["2017-05-04"," ","kub","GUI_Element und andere","Darstellung der Linienlasten, Elementauswahl"]
["2017-05-11"," ","kub","GUI_Element und andere","weitere Verbesserung der Darstellung der Linienlasten, Feinheiten beim Auswählen"]
["2017-05-22"," ","kub","Fließgelenkverfahren","u.a. FG + Elementbelastung, Fehler bei doppelten Knoten, DiagrammTextSkalierung "]
["2017-05-30"," ","kub","weit verstreut","Tabletfähigkeit, richtige Steifigkeitsangaben geführter Knoten, Bar-Plot"]
["2017-10-19"," ","kub","ImportIt","Fehler beim Einlesen nicht vollständig kompatibler Datenfiles."]
["2017-11-28"," ","kub","weit verstreut","Theorie II Ordnung gründlich überholt"]
["2018-01-21"," ","kub","weit verstreut","Fließgelenkmethode gründlich überholt"]
["2018-02-08"," ","kub","GUI_NodeContext","viele kleine Bugs bei den doppelten Knoten"]
["2018-09-05"," ","kub","neue Funktionen","Hintergrundbild, Copy-Paste bei der Modellerstellung"]
["2019-03-12"," ","kub","Theorie III Ordnung","Erweiterung der Steuerroutine für ThIIO, Elementroutinen, \nvollständige Berücksichtigung der Starrkörperrotation\nBiegeanteile nach ThIIO\nN-R-Iteration für nichtlineare Dehnungsanteile (Green-Lagrange Dehnung)\nfür ThIIIO wird bei den Elementlasten der Anteil der aktuell erreichten Verformung berücksichtigt (wegen der konsitenten Linearisierung)"]
["2019-03-12"," ","kub","GUI","Funktionalitäten der Lagereingabe verbessert"]
["2019-08-13"," ","kub","schubweicher Timoshenko-Balken, Th.I.O","vollständig überarbeitet, jetzt mit allen Lasten und für alle Grundelemente,\nnun auch als Default-Theorie möglich"]
["2019-08-13"," ","kub","weit verstreut","einige Fehler entdeckt und entfernt, auch gravierende \n(z.B. wurde Verformung bei beidseitig eingespanntem Balken unter Temperaturbelastung in den Tabellen-\nblättern ausgegeben. Warum hat das bislang niemand bemerkt?)"]
["2019-08-27"," ","kub","schubweicher Timoshenko-Balken, Th.I.O","EI = unendlich umgesetzt und getestet"]
["2019-08-27"," ","kub","verstreut","aktives Element festgelegt und für die Anzeige der Theorie des ausgewählten Elementes verwendet\nweitere Fehler entfernt, u.a. Biegelinie bei GE <> 1 und EI = unendlich"]
["2019-09-03"," ","kub","schubweicher Timoshenko-Balken, Th.I.O","Sensitivitätsanalyse, neu"]
["2019-09-03"," ","kub","biegesteife Balken mit kinematischen NB,","Sensitivitätsanalyse, neu"]
["2019-09-05"," ","kub","GUI_NodeContext, AddSpringStiffness","Koppelfedern zwischen doppelten und Elter-Knoten"]
["2019-09-10"," ","kub","GUI_Element","Nebenbedingung EI = unendlich komplett generisch umgesetzt"]
["2019-10-03"," ","kub","weit verstreut","letzte Erstellen/Löschen/Teilen/Vereinen-Operationen rückgängig machen"]
["2019-11-14"," ","kub","weit verstreut","ThIIIO:  konsistente Erfassung der Stablängsverformung infolge Krümmung. Das war falsch, weswegen die geometrische Steigikeit zweifach berücksichtigt worden war."]
["2019-11-14"," ","kub","verstreut","Feinheit der interaktiven Lastkontrolle jetzt einstellbar: STANDARD oder SENSITIVE\nIm Animationsmode: Eingabe \"sensitiv\" bzw. \"standard\" im Messagefenster"]
["2020-01-30"," ","kub","verstreut","weitere Konsolidierung"]
["2020-03-23"," ","kub","verstreut","Eingabeoptionen \"Maus\", \"Finger\", \"Stift\" in Optionsmenü (beeinflusst den \"Rechte-Maus-Klick\"\ngekoppelte Freheitsgrade bei gelagerten Knoten, in dem Zusammenhange kleinere Unstimmigkeiten bei doppelten Knoten behoben.\n2 Extra-Cursor zuladbar für Demonstrationszwecke (Maus bewegen ohne Kilick und ALT bzw. STRG-ALT drücken)\nVerzeichnis \"StiffIcons\" im Arbeitsverzeichnis anlegen, darin ico-FIles \nExtraIcon.ico  und ExtraIcon2.ico"]
["2020-03-28"," ","kub","verstreut","Entwurfsoperationan Spiegeln und Rotieren eingebaut"]
["2020-07-23"," ","kub","verstreut","Anwenderroutinen eingebaut: werden nur bei externem Start aktiviert (z.B. aus dem Ribbon)\nBaufortschritt: der letzte doppelte Knoten definiert die Trennung\nExport und Datenspeichern beim Beenden: beschleunigt\nExport wird dokumentiert (weil es seit Office 365 so langsam geht)\nGrafik auf Knoten und Systemblatt korrigiert\nund weitere Kleinigkeiten"]
["2020-08-02"," ","kub","verstreut","das Speichern der Daten nochmals beschleunigt."]
["2020-08-24"," ","kub","verstreut","Code überarbeitet\nNeue Funktionalitäten:  System skalieren, Elemente verschneiden \nFehler entfernt:  Skalierung der Elementlasten\nLagerkräfte:  jetzt auch bei Federn, \n                    Anzeige der absoluten Werte zeigen in Richtung der Kräfte (bislang verwirrende Darstellung)"]
["2021-04-13","2021-04.0","kub","Elementeinlesen\n\nGUI-Variante \"Vorspannung\"","Programmabsturz, wenn bei der Topologiezuordnung ein Knoten nicht definiert ist. Passierte nur bei \"händischer\" Eingabe in den Tabellen.\nFehlerhafte Generierung neuer FGe bei \"Verbund lösen\" im Knoten-Kontext-Menü."]
["2021-04-23","2021-04.1","kub","Tabellenblatt \"ELasten\"\nTabellenblatt \"PlotData\"\nTabellenblätter \"Knoten\" und \"System\"","Fehler bei den Elementlasten qx, qz\nFehler auf Tabellenblatt \"PlotData\": Zeile verrutscht, deshalb fehlerhafte Berechnung der Bounding Box \n         des verformten Systems\nKnopf \"Berechnen\" auf den Tabellenblättern \"Knoten\" und \"System\" ergänzt"]
["2021-04-25","2021-04.1","kub","Element-Kontext","alternative Temperatureingabe"]
["2021-04-26","2021-04.1","kub","Element-Kontext\nNode-Kontext\nTabellenblatt \"Element\", Code","zum letzten Tab springen, wenn Menue wieder geöffnet wird\nzum letzten Tab springen, wenn Menue wieder geöffnet wird\nautomatischer Datenupdate, wenn Blatt geöffnet wird"]
["2021-05-25","2021-05.0","kub","verstreut","\"Zuschnitt-Mode\" eingebaut, Trennung von Vorformungen und Lastverformungen, z.B. für vorgespannte Netze\nVorverformungen und Versätze werden bei der Darstellung nicht skaliert\nOptionen \"Zuschnitt an/aus\" im Erstellungs-Mode\n              \"Zuschnitt reset\" im Erstellungs-Mode (Zurücksetzen der referenz-Form)\n              \"Referenz-Form\" im Animations-Mode (um die vorgespannte Geometrie zu speichern"]
["2021-05-25","2021-05.0",null,"verstreut, Modul \"Kontrollwerte\"","neue Farben, spezielle Farbzuweiseung für Lasten in deformierter Lage"]
["2021-05-25","2021-05.0",null,"verstreut, GUI","GUI.ActiveControlReset:  Focus setzen, damit nach Fehlermeldung das Pad sofort wieder aktiv ist"]
["2021-06-07","2021-05.1","kub","Solution, GUI_Element","kinematische Moden (UMODES, Felddimension)\nInitialisierung der GE-Variable "]
["2021-06-14","2021-06","kub","verstreut, GUI_ListBox","neue Klasse GUI_ListBox für Dropdown-Kontextmenues\num die Font- und Zeilenskalierung (endlich) in den Griff zu bekommen"]
["2021-06-27","2021-06.1","kub","verstreut","Fehler beim Löschen und Verschieben in den Papierkorb,\nhohe Textlinien im DropDown-Menue bei Fingereingabe\nVoreinstellung Stifteingabe"]
["2021-07-04","2021-07.01","kub",null,"letzter validierter Stand"]
["2021-07-22","2021-07.02","kub",null,"Fensterkalibrierung überarbeitet"]
["2021-07-27","2021-07.03","kub","GUI_NodeContext","Einflusslinien: Fehler bei den zugeordneten lokalen Freiheitsgraden entfernt"]
["2021-07-31","2021-07.04","kub","AutomaticCalibrate","Schnelles Kalibrieren\nrichtiges Kalibrieren, konsistente Berücksichtigung der Bildschirmeinstellungen"]
["2021-08-03","2021-08.03","kub","GUI_Element, Biegemoment, Shearforce\nSolve_Once","Elastische Bettung: Rückrechnung mit falscher Grundelement-Einstellung\nkeine Faktorisierung, wenn alle FG nicht belegt, führt zu Fehlerneldung und Abbruch"]
["2021-08-04","2021-08.04","kub","GUI","Darstellung zentrieren und skalieren"]
["2021-08-17","2021-08.10","kub","GUI","völlig überarbeitete Pads für Graphen, Größe ändern oben rechts und unten rechts\nkeine hinterlegten UserForm-Items mehr (damit der Bildaufbau nicht flackert) \nKlasse GUI_Item\nKomfortlöschen für versehentlich erzeugten Knoten (einfach nochmal anklicken)"]
[" ","2021-09.01","kub","verteilt","noch weiter konsolidiert\n\"Flacher\" Stil\nEinflusslinien überarbeitet"]
["2021-10-30","2021-10.01","kub","verteilt","Programmpflege"]
["2021-11-06","2021-11.01","kub","verteilt","Fehlerchen bei Aufruf von ButtonIsActive, Programmpflege"]
["2021-11-11","2021-11.2","kub","Elemente vereinen, Auswahl skalieren","Bug-Fixes"]
["2021-11-18","2021-11.3","kub","Knoten-Kontext-Menu, Knoten zeichnen","Einflusslinien für Kraftgrößen, Fehler bei Auswahl \"zuletzt\" entfernt, der auftrat, wenn zuvor kein Element ausgewählt worden war"]
["2021-11-24","2021-11.04","kub","die Verschneidungs-Routinen","gleichzeitiges Verschneiden vieler Stäbe, sonstige Bugfixes"]
["2021-12-01","2021-12.01","kub","GraphicPad, weitere Routinen","Einführung der ReferenceNode, um das Copy-Paste zu verbesseren, Bugfixes bei den Undo-Funktionalitäten"]
["2021-12-06","2021-12.02","kub","GraphicPad, weitere Routinen","Bugfixes beim Copy-Paste zum regelmäßigen Vervielfältigen"]
["2021-12-10","2021-12.03","kub","Beulwert Analyse","Federn nicht korrekt berücksichtigt, Fehler bei Bestimmung der elast. Steifigkeitsmatrix"]
["2021-12-12","2021-12.04","kub","verteilt","Schattenfarbe und keine Lasteb des unverformten Systems, wenn gleichzeitig das verfomte gezeigt wird\nFehler bei ThIIO und EI=starr entfernt"]
["2022-01-13","2022-01.01","kub","GUI_NodeContext\nGlobalControlButtons","doppelte Knoten, fehlerhafter Zugriff auf angeschlossene Elemente in \"SetEleTag\" und \"ToggleEleTag\"\nExport beschleunigt, lief auf einigen Rechner in ein Time-Out \nFehler im Blatt \"PlotData\", Verbesserung des Diagramms im Blatt \"Querverschiebung\""]
["2022-02-04","2022-02.01","kub","LoadNodes in StiffInterface","Fehler beim Einlesen gekoppelter Knoten mit Federn zum Mutterknoten"]
["2022-02-14","2022-02.02","kub","LoadElements in StiffInterface\nüberall wo Elementlasten gedumpt werden\nGraphicPad_Moce","gleichzeitiges Einlesen von lokalen und globalen Lasten am selben Element\n\"Berechnen\"-Knöpfe auf den Knoten- und System-Tabellen\nkondensierte Steifigkeit im Bar-Plot war falsch (seit Anfang 2019!)"]
["2022-03-06","2022-03.01","kub","Import","Importieren verbessert: jetzt auch ohne vereinbarte Datenfelder im Import-File\nzwingend: Die Spalten-Überschriften müssen korrekt sein, vorsicht bei Sonder-Buchstaben "]
["2022-03-27","2022-03.02","kub","Import","verschiedene Kleinigkeiten beim Importieren, u.a. die richtige Größe des Hintergrundbildes"]
["2022-04-11","2022-04.01","kub",null,"weitere Kleinigkeiten bei der Darstellung"]
["2022-04-20","2022-04.02","kub",null,"Verschneiden verbessert\nnochmal Kleinigkeiten bei der Abstimmung mit Stiff3D"]
["2022-04-30","2022-05.01","kub","NodeMerge, UndoLastOperation","Fehler beim Mergen doppelter Knoten und beim Wiederherstellen (schon ewig alt)"]
["2022-05-08","2022-05.02","kub","NodeMerge, EliminateDoubleElements,\nUndoLastOperation","noch mehr Fehler beim Mergen von Knoten und Elementen und beim Wiederherstellen (schon ewig alt)"]
["2022-05-17","2022-05.03","kub","dito","noch viel mehr Fehler beim Mergen von Knoten und Elementen und beim Wiederherstellen in verbindung mit doppelten Knoten (das hat der Teufel gesehen …)"]
["2022-05-25","2022-05.04","kub","Löser","Bandbreitenoptimierung eingebaut"]
["2022-05-30","2022-05.05","kub","GUI_NodeContext, CreateEquationNumbers","Identifikation neuer Gl.Nummern mit Dummy-Zahl > 1000 entfernt ; Führt bei großen Aufgaben in die Irre."]
["2022-06-02","2022-06.01","kub","Bandbreitenoptimierer, GUI_Node","Bandbreitenoptimieren mit isolierten Knoten und separaten Systemen"]
[" "," "]
["Neues ","Release Stiff22"]
["2022-06-06","2022-06.02","kub","überall","komplett neuer Excel-Projekt-File aufgesetzt, um den inherentenGruscht wegzukriegen"]
["2022-06-28","2022-06.03","kub","Gui_NodeContext, Graphicpad","Fehler mit der Eingabe der doppelten Knoten, Auffrischgeschwindigkeit"]
["2022-07-12","2022-07.01","kub","Löser:  Substitute, SolKiColN, GraphicPad_MouseMove\nElemente vereinen","letzte Probleme mit der Zeilen/Spaltenzählung für Löserbeschleunigung ausgeräumt\ninteraktive Knotenführung zusätzlich beschleunigt, unötige Matrizenerstellung entfernt\nFehler bei Element-Verinen und doppelten Knoten sowie geschlosseen Ketten entfernt"]
["2022-07-16","2022-07.02","kub","GUI_Node.ResForceX, GUI_Node.ResForceZ","Uraltfehler:  Die Federsteifigkeiten wurden bei der Rückrechnung der Knotenkräfte NICHT berücksichtigt!!!"]
["2022-08-11","2022-08.01","kub","überall wo Graphik ist","Eigene Devices Contents und Bitmaps für die Graphen eingeführt, schnellerer Bildaufbau, \nwenn Graphen verschoben oder in der Größe vreändert werden"]
["2022-09-18","2022-09.01","kub","GUI","Verschniden 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","SolveThIIO","Iterationsverlauf anhalten"]
["2022-11-14","2022-11.02","kub","GraphicPad MouseMove\nüberall","Fehler bei geführter Bewegung und ThIIIO\nReaktivierung \"Knoten-\" bzw. \"Elementerstellen\"  "]
["2022-11-24","2022-11.03","kub","SolveThIIO, Node_Context, Gui_Node","Konditionsprobleme im Iterationslauf bei ThIIIO abgestellt\nPutRealCoors: Eingabe von Koordinaten ausgewählter Knoten eingeführt"]
["2022-11-26","2022-11.04","kub","überall","Elemente qualitativ einfärben gemäß Stabkräften, Layout interaktive setzen"]
["2022-12-08","2022-12.01","kub","überall","kinematisches \"Fachwerkmodell\" berechnen, \nFehler in SolPerformEigen und SolEigen entfernt (Initialisierung und Verwendung von MaxRowNmbrs)"]
["2022-12-22","2022-12.02","kub","überall","Optimierung mit Excel Solver angelegt (noch nicht abgeschlossen)"]
["2023-01-09","2023-01.01","kub","überall","Fortschreibung nach 2023"]
["2023-03-12","2023-03.01","kub","überall","Fehlerchen, Skalierung der Darstellugnsgrenzen, BoundX, BoundY = 0 gesetzt\nSchreibfehler in den Hinweisen\nFehler beim Importieren von alten Formaten und verbundenen Zellen"]
["2023-04-23","2023-04.01","kub","GUI_Node.ResForceX, GUI_Node.ResForceZ","Fehler bei geführter Bewegung, Knotenkräfte der angekoppelten Knoten vergessen beim Bestimmen der Kräfte am geführten Knoten"]
["2023-05-02","2023-05.01","kub","DrawAllElements, GraphicPad_MouseUp","Mehrere Element auswählen mit Strg und linke Maustaste im Animations-Mode"]
["2023-05-10","2023-05.02","kub","Element-Blatt","Fehler bei Berechnung des globalen Lastvektors aus Elementbelastung (hat seit Jahren keiner bemerkt!!!"]
["2023-05-21","2023-05.03","kub","GUI_Element.NormalForce","Vorspannkraft vergessen!!!!"]
["2023-05-21","2023-05.04","kub","GUI_Options, GUI_Element.NormalForce","explizite Unterscheidung: interne vs. externe Vorspannung"]
["2023-05-25","2023-05.05","kub","GUI.ContextDoit","Zuschnitt an/aus:  DrawInfos aufrufen, um anzeife zu triggern"]
["2023-10-12","2023-10.01","kub","Stiff Start procedures","aktuelle Versionsnummer übernehmen und darstellen"]
["2023-10-23","2023-10.02","kub","GUI_Node.DrawMoment","Fehlerhafte Darstellung des Knotenmomentes bei vorgeschriebener Verdrehung und LF = 0"]
["2023-11-08","2023-11.01","kub","überall","Fachwerkmodell: grundsätzlich fortgeschrieben, u.a. ThIIIO, fixierte Skalierung, Raster\nEigenwertlöser: Fehler bei Redim entfernt (Überschreiben der Systemvektoren)\n                       Orthogonalisierung der Eigenformen beim \"kinematischen\" Mode\nNode Dump und Load:  Lokalsysteme jetzt auch füfr theta = 0 speicherbar\n                        die Tabelenzelle muss für ein global ausgerichtetes Knotensystem leer sein"]
["2023-11-30","2023-11.02","kub","SolveOnceOnce\nSolPerformEigen","Fachwerkmodell: fortgeschrieben\nEigenwertlöser: \"kinematische\" Modes wie früher, evtl. nicht orthogonal\n                        optional Orthogonalisierung der \"kinematischen\" Modes anstelle von Eigenformberechnung"]
["2024-01-06","2024-01.01","kub","StabilizeStiffnessMatrix","Fachwerkmodell: fortgeschrieben\nEigenwertlöser: Einträge für MaxRowNumber bei Stabilisierung korrigiert"]
["2024-01-08","2024-01.01","kub","StabMenue","Drehen: Eingabegenauigkeit der Winkel im Steuermenue jetzt anpassbar\nüber dem Scrollbar:\n- eine Ziffer zwischen 2 und 5 drücken, stellt die Anzahl der Nachkommastellen ein\n- \"L\" drücken: die Vorkommawerte werden geändert\n- \"S\" drücken: die Hunderstel werden geändert\n- \"+\" bzw. \"-\" die Änderungswerte vergrößern bzw. verkleinern in ganzen bzw. Hunderstel-Schritten  \n\nReset des Drehwinkels: \"Drehen\" starten ohne ausgewählte Elemente, Winkel auf Sollwert setzen, speichern"]
["2024-01-09","2024-01.01","kub","GraphicPad","Short Cuts eingeführt"]
["2024-01-17","2024-01.01","kub","überall","Formeleditor eingeführt, bei \"Drehen\", \"Skalieren\", \"Teilen\" umgesetzt"]
["2024-01-27","2024-01.02","kub","überall","Formeleditor und Short Cuts weiterentwickelt"]
["2024-01-31","2024-01.03","kub","überall","nochmal Formeleditor und Short Cuts weiterentwickelt, kleinere Fehler entfernt"]
["2024-02-07","2024-02.01","kub","überall","noch mehr Short Cuts"]
["2024-02-14","2024-02.02","kub","überall","Formeleditor um Konstanten erweitert"]
["2024-02-16","2024-02.03","kub","überall","Graph \"Beullast-Lastfaktor\" ergänzt, \nThIIO, ThIIIO: Option \"Begleitende Eigenwertanalyse ergänzt\""]
["2024-02-20","2024-02.03","kub","verteilt","Formeleditor, beliebige Benutzerdefinerte Konstanten ergänzt"]
["2024-02-22","2024-02.04","kub","verteilt","Winklerbettung mit den diskreten Federn ergänzt. Dazu brauchts die alten Merge-Operationen. Das ist nicht ideal tut's aber.\nIndividuelle Variablen im SetUp Blatt"]
["2024-03-07","2024-03.01","kub","verteilt","weitere Versionspflege"]
["2024-04-12","2024-04.01","kub","verteilt","Eigenmoden: Vorverformungen nicht berücksichtigen bei der Darstellung"]
["2024-04-22","2024-04.02","kub","verteilt","Rechner eingebaut, Konstanten-Management überarbeitet"]
["2024-04-26","2024-04.03","kub","verteilt","GUI Hide"]
["2024-05-10","2024-05.01","kub","verteilt","Die Baltimore Version"]
["2024-08-01","2024-08.01","kub","verteilt","Die Stiff-Übergabe Version"]
["2024-08-31","2024-08.02","kub","verteilt","IASS Seminar 2024: Errors found corrected:\n     Screen size correction \n     CGerm in LoadSetUpDataIV\n     Character in Operation (Fomula editor)"]
["2025-05-20","2025-05.01","kub","LoadElements in StiffInterface\nDetermineNextHinge in Solution","Sicherstellen, dass für Mpl ein positiver Wert eingelesen wird\nFließgelenk Erstellen: Genauigkeitsproblem infolge Rundung abgestellt"]