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[null,null,null," "]

{"sheet":"Programmhinweise","index":1,"n_rows":61,"n_cols":3,"rows_kept":61,"cut":false,"hidden":false,"merged":[[58,2,58,12],[60,2,60,12],[43,2,43,12],[45,2,45,12],[47,2,47,12],[52,2,52,12],[54,2,54,12],[56,2,56,12],[41,2,41,12],[16,2,16,12],[18,2,18,12],[20,2,20,12],[25,2,25,12],[27,2,27,12],[29,2,29,12],[31,2,31,12],[33,2,33,12],[35,2,35,12],[37,2,37,12],[39,2,39,12],[14,2,14,12],[0,0,0,13],[2,2,2,11],[5,2,5,12],[7,2,7,12],[9,2,9,11]]}
["Hinweise zu OptiKA        "]
["Haftungsausschluss"]
[null,null,"Das Karlsruher Institut für Technologie übernimmt keine Verantwortung für die Richtigkeit der Ergebnisse. Es handelt sich um ein von Studenten entwickeltes Programm, was nach bestem Wissen und Gewissen erstellt wurde. Dennoch sind Fehler im Programmcode nicht auszuschließen."]
["1. Allgemeine Hinweise und Hilfen zum Programm"]
[]
[null,"1.1","Das Hauptprogramm optika.xlsm und der Ordner Optika_files sind in einen Projektordner zu kopieren."]
[]
[null,"1.2","Das Hauptprogramm speichert die Ergebnisse im Ordner Optika_Projekte ab. Dort sind die Eingaben und Ergebnisse gespeichert."]
[]
[null,"1.3","Optika kann auch aus der Ergebnisdatei gestartet werden (Button \"OptikaÖffnen\"). Optika übernimmt dann automatisch alle spezifischen Vorwerte des Projekts (Hallenbreite, etc.)."]
[]
[]
["2. Hinweise zur Pfettenbemessung"]
[]
[null,"2.1","Die Berechnung gewährleistet ausreichende Tragsicherheit im elastischen Zustand für den Lastfall Eigengewicht, Schnee und Winddruck.\nAlle Nachweise sind Elastisch-Elastisch mit Ausnahme des Biegedrillknicknachweises (das Ersatzstabverfahren nach DIN 18800 ist El-PL)."]
[]
[null,"2.2","Dachneigungen unter drei Grad werden nicht zugelassen. Dies soll u.a. eine Wasseransammlung ausschließen."]
[]
[null,"2.3","Die Ergebnisse des Optimierungsprozesses für die freien Profile werden auf sinnvolle Werte aufgerundet. Die Ausnutzungsgrade werden für diese etwas größeren Profile errechnet."]
[]
[null,"2.4","Die Kalkulation basiert auf gemittelten Preisen des Marktes. Diese sind als unverbindliche Richtwerte in OptiKA initialisiert (Tabellenblatt \"Materialkosten\" und \"ProduktbezogeneKosten\") und müssen vom Andwender den eigenen Erfahrungen angeglichen werden."]
[null,"   "]
[]
["3. Hinweise zur Trapezprofilbemessung"]
[]
[null,"3.1","Die Berechnung erfolgt nach DIN 18807 Teile 1 bis 3 - Stahltrapezprofile - Ausgabe Juni 1987 mit Anpassungsrichtlinie Stahlbau - Ausgabe Oktober 1998 und Ergänzung Dezember 2001."]
[]
[null,"3.2","Die Berechnung gewährleistet die Begehbarkeit der Dacheindeckung durch die Einhaltung von Grenzstützweiten (Mannlast ohne lastverteilende Beläge)."]
[]
[null,"3.3","Die Berechnung gewährleistet ausreichende Tragsicherheit im elastischen Zustand für Eigengewicht, Schnee und Winddruck. Eine Berech- nung unter Ausnutzung plastischer Reststützmomente (Traglastzustand) ist nicht vorgesehen, da diese Berechnung beim Vorhandensein von Normalkräften nicht zulässig ist. Lediglich für sehr kleine Dachneigungen könnten diese Normalkräfte vernachlässigt werden."]
[]
[null,"3.4","Für die Endauflagerbreite b_a+ü wird die Pfettenbreite (aus der automatischen Bemessung) angenommen. Für Pfettenbreiten <10mm (z.B. Rohre) wird nach DIN 18807 10mm als Auflagerbreite angesetzt werden."]
[]
[null,"3.5","Für die Zwischenauflagerbreite b_B wird die Pfettenbreite (aus der automatischen Bemessung) angenommen. Für Pfettenbreiten <10mm (z.B. Rohre) wird nach DIN 18807 10mm als Auflagerbreite angesetzt werden."]
[null,"   "]
[null,"3.6","Liegt die Auflagerbreite durch die Pfette am Endauflager bzw. Zwischenauflager unterhalb des b_a+ü bzw b_B Wertes (aber über 10 mm), so werden die Widerstandsgrößen linear reduziert."]
[]
[null,"3.7","Die Normalkräfte aus Dachneigung im Dachtrapezblech werden berücksichtigt. Der Normalkraftverlauf wird linear, alternierend am Zwischen- auflager und zu Null in Feldmitte angenommen."]
[]
[null,"3.8","Die Durchbiegung wird für die vom Anwender gewählte Grenze gewährleistet (Voreinstellung L/300)."]
[]
[null,"3.9","Alle weiteren Regelungen in DIN 18807 Teile 1 und 3 sind einzuhalten (z.B. konstruktive Ausbildung, etc.)"]
[]
[null,"3.10","Ist aufgrund hoher Belastung und/oder großer Pfettenabstände keine Trapezblecheindeckung mehr möglich aber gewünscht, so wird die Bemessung/Kalkulation der Pfetten nicht durchgeführt."]
[]
[null,"3.11","Die Kalkulation für die Trapezblecheindeckung basiert auf gemittelten Preisen. Diese sind eigentlich von der Bestellmenge und der Beschichtung abhängig. Weiterhin unterliegt der Preis starken Schwankungen des Marktes. Die hier aufgeführten Preise sind als Orientierungswert zu betrachten und müssen vom Andwender den eigenen Erfahrungen angeglichen werden.  Die Werte sind auf den entsprechenden Seiten (Trapezprofile) in Spalte 'F' der Tabellen zu finden."]
[]
[null,"3.12","Für Satteldachreihen und Sheddächer wird das Trapezblech (wie auch die Pfette) mit erhöhter Schneelast (s_k * mu_2) aus Schneesackbildung bemessen."]
[]
[]
["3. Hinweise zur Sandwichelemtbemessung"]
[]
[null,"3.1","Die Bemessung erfolgt nach DIN EN 14509:2007-02: Selbsttragende Sandwich-Elemente mit beidseitigen Metalldeckschichten - \nAnhang E: Bemessungsverfahren."]
[]
[null,"3.2","Schnittgrößen werden nach ECCS/CIB: European Recommendations for Sandwich Panels, Part I: Design;  Publication 257, 2000 berechnet."]
[]
[null,"3.3","Alle Nachweise im Grenzzustand der Gebrauchstauglichkeit werden mit den seltenen Lastfallkombinationen nach EN14509, E.5.5 geführt. Eine Unterscheidung zwischen selten auftretender und häufig auftretender Lastfallkombinationen wird nicht gemacht."]
[]
[null,"3.4","Die Knitterspannungen am Zwischenauflager werden ab einer Schraubenanzahl von mehr als drei pro Meter Auflagerbreite mit dem Faktor \nK = (11-n)/8 (n = Anzahl der Schrauben pro Meter) abgemindert. Dies wird nur im Grenzzustand der Gebrauchstauglichkeit gemacht."]
[]
[null,"3.5","Eine Drehbettung der Doppel-T-Pfetten durch Sandwichelemente ist nicht möglich."]

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["Kalkulation durch OptiKA           "]
["Materialkosten"]
[]
["Allgemeine Informationen\nSämtliche Werte sind gemittelte und geschätzte Preise des Marktes."]
["Materialgrundpreis für Stahlpfetten"]
["Materialgrundpreis, Material- und Mindermengenaufpreise für Stahl"]
["Gemittelter Stahlpreis S235",null,600," [€/t]"]
["Aufpreis für Stahl S275",null,10," [€/t]"]
["Aufpreis für Stahl S355",null,50," [€/t]"]
["Aufpreis für Mindermengen","in [1000 kg]","Aufpreis"]
["Menge bis",5,50," [€/t]"]
["Menge bis",25,10," [€/t]"]
["Mengen über",25,0," [€/t]"]
[]
[]
[]
[]
[]
["Materialpreise für Holz"]
[null,"sägerau","gehobelt"]
["C24",465,515,"[€/m3]"]
["C30",510,560,"[€/m3]"]
["C35",550,600,"[€/m3]"]
["GL24h",500,550,"[€/m3]"]
[]
[]
[]
["Materialgrundpreis für Trapezbleche"]
["Materialgrundpreis"]
["Gemittelter Preis für das Blech",null,1100," [€/t]"]
[]
["Materialgrundpreis für Sandwichelemente"]
["Materialgrundpreis"]
["Gemittelter Preis für die Deckbleche",null,1100," [€/t]"]
["Gemittelter Preis für den Kernwerkstoff",null,250,"[€/m3]"]

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["Kalkulation durch OptiKA"]
["Produktbezogene Kosten"]
[]
["Allgemeine Informationen\nSämtliche Werte sind gemittelte und geschätzte Preise des Marktes."]
[null,"Verschnitt-     faktor","Herstell-        kosten ","Beschichtungs-kosten ","Allgemein-    kosten "]
[]
[null," [-] ","[€/t]","[€/t]","[€/t]","[€/t]"]
["Stahlquerschnitte"]
["IPE",1.1000000000000001,70,20,50,{"$f":"B9*(C9+E9)+D9","v":152}]
["HEA",1.1000000000000001,100,20,60,{"$f":"B10*(C10+E10)+D10","v":196}]
["HEB",1.1000000000000001,110,20,60,{"$f":"B11*(C11+E11)+D11","v":207.00000000000003}]
["Hohlprofil Kaltgewalzt",1.1000000000000001,180,20,90,{"$f":"B12*(C12+E12)+D12","v":317}]
[]
["Hohlprofil Warmgewalzt",1.1000000000000001,220,20,120,{"$f":"B14*(C14+E14)+D14","v":394.00000000000006}]
[]
["Holzquerschnitte"]
["Holzquerschnitt Durchlaufträger",1.1000000000000001,50,20,40,{"$f":"B17*(C17+E17)+D17","v":119.00000000000001}]
[]
["Holzquerschnitt Koppelpfette",1.1000000000000001,50,20,50,{"$f":"B19*(C19+E19)+D19","v":130}]
[]
[]
[]
[null,"Verschnitt-     faktor ","Herstell-        kosten","Beschichtungs-kosten","Allgemein-    kosten"]
[]
[null,"[-]","[€/t]","[€/t]","[€/t]","[€/t]"]
["Trapezblech-Hersteller"]
["allgemein",1,40,60,10,{"$f":"B27*(C27+E27+D27)","v":110}]
["Sandwichelement-Hersteller"]
["allgemein",1,150,80,70,{"$f":"B29*(C29+E29+D29)","v":300}]

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["Initialisierung von OptiKA "]
["Initialisierung der Eingabemaske"]
[]
[null,"Grundeinstellungen:"]
[]
[]
[null,"Projektnummer:",1]
[null,"ProjektName:","Beispiel"]
[]
[]
[null,"Geometrie der Halle:"]
[]
[]
[null,"Dachart:","Pultdach"]
[null,"Variabler Pfettenabstand","Nein"]
[null,"Hallenlaenge:",25]
[null,"Hallenbreite:",20]
[null,"Pfettenabstand e:",4]
[null,"Hallenfelder:",5]
[null,"Firsthöhe:",7]
[null,"Dachneigung:",10]
[null,"AnzahZugstangen:",1]
[null,"    "]
[null,"GelHoehe:",207]
[null,"SchneeZone:","II"]
[null,"Windzone:","WLZ1"]
[null,"Geländekategorie:","Binnenland"]
[]
[]
[null,"Dacheindeckung:"]
[]
[]
[null,"Autom. Dachhautbemessung:","Ja"]
[null,"Dach Aufbau EG:",0.15]
[null,"Art der Dacheindeckung:","Trapezprofil"]
[null,"Auflagerbreite Binder:",300]
[]
[null,"HerstellerTrapez:","MÜNCKER Positivlage (+)"]
[null,"Trapezprofil autom. bemessen:","Ja"]
[null,"Profilbezeichnung:","M 50/250  t=0,75"]
[null,"zul. Durchbiegung:",300]
[null,"Lieferlaenge:",23]
[]
[null,"HerstellerSandwich:","Metecno G4"]
[null,"Stat. System:","Einfeldträger"]
[null,"Sonneneinstrahlung:","direkt"]
[null,"Farbgruppe:","III"]
[null,"Wintertiefsttemperatur:",-20]
[null,"Innentemp. Sommer:",25]
[null,"Innentemp. Winter:",20]
[null,"Befestigungsmittel:",2]
[null,"zul. Durchbiegung (kurzzeit):",200]
[null,"zul. Durchbiegung (langzeit):",100]
[null,"SE autom. bemessen:","Ja"]
[null,"Profilbezeichnung:","TL75 0,50/0,40"]
[]
[]
[null,"Pfettenauswahl:"]
[]
[null,"Allgemeines"]
[null,"Stahlmaterial:","S235"]
[null,"Holzmaterial:","C24"]
[null,"DrehBettung:","Nein"]
[null,"IPE-Pfette"]
[null,"Auswahl:","true"]
[null,"biegesteif gestoßen","Ja"]
[null,"stat. System:","Fünffeldträger"]
[null,"HEA-Pfette"]
[null,"Auswahl:","false"]
[null,"biegesteif gestoßen","Ja"]
[null,"stat. System:","Fünffeldträger"]
[null,"HEB-Pfette"]
[null,"Auswahl:","false"]
[null,"biegesteif gestoßen","Ja"]
[null,"stat. System:","Fünffeldträger"]
[null,"Hohlprofil kaltgeformt"]
[null,"Auswahl:","false"]
[null,"biegesteif gestoßen","Ja"]
[null,"stat. System:","Fünffeldträger"]
[null,"Hohlprofil warmgeformt"]
[null,"Auswahl:","false"]
[null,"biegesteif gestoßen","Ja"]
[null,"stat. System:","Fünffeldträger"]
[null,"Rechteckquerschnitt"]
[null,"Auswahl:","false"]
[null,"Stat. System:","Einfeldträger"]
[null,"Rechteckoberfläche:","sägerau"]
[null,"Koppelpfette mit Rechteckquerschnitt"]
[null,"Auswahl:","false"]
[null,"Stat. System:","Fünffeldträger"]
[null,"Koppeloberfläche:","sägerau"]
[null,"Drehbettung (externes Fenster)"]
[null,"Trapez cvak_quer:",3.1]
[null,"Trapez System:",2]
[null,"Trapez Ia:",91]
[null,"    "]
[]
[null,"Durchbiegung:"]
[]
[null,"Stahlpfetten:"]
[null,"Stahl fzul_z:",300]
[null,"Stahl fzul_y:",300]
[null,"Holzpfetten:"]
[null,"Holz fzul_z_SE_AD:",300]
[null,"Holz fzul_z_SE_ED:",200]
[null,"Holz fzul_y_SE_AD:",300]
[null,"Holz fzul_y_SE_ED:",200]
[null,"Holz fzul_z_QS_ED:",200]
[null,"Holz fzul_y_QS_ED:",200]
[]
[]
[null,"Ausgabe:"]
[]
[]
[null,"Ergebnistabelle:","true"]
[null,"Ergebnisgrafik:","true"]
[null,"Pfettenstatik:","true"]
[null,"Trapezblechstatik:","true"]
[null,"Sandwichelementstatik:","true"]
[null,"Bemessungsgrundlagen:","true"]
[null,"Optimierungsgrafik:","true"]
[]
[]
[null,"Teilsicherheitsbeiwerte:"]
[]
[]
[null,"Stahlgamma_m:",1.1000000000000001]
[null,"Holzgamma_m:",1.3]
[null,"    Nutzungsklasse:",2]
[null,"    Lasteinwirkungsdauer:","kurz"]
[null,"    Gamma_g:",1.35]
[null,"    Gamma_p:",1.5]

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["Dachbemessung durch OptiKA       "]
["DIN 1052"]
[]
[null,"Approximation der Kurve für k_crit nach EC5"]
[null,"Aktualisierung am ",null,null,"28.02.2011"]
[null,"Approximation:",null,null,null,"mit","a=","b=","c=","Die Parameter a, b und c können modifiziert werden. Das Programm übernimmt die neuen Parameter automatisch."]
[null,null,null,null,null,null,0.65,-0.5,0.06]
[]
[]
[]
[]
[null,null,"lambda_rel","k_crit_norm","k_crit_approx"]
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[null,null,0.03,1,0.95543838731343744]
[null,null,0.04,1,0.95979073796284575]
[null,null,0.05,1,0.96403758203641388]
[null,null,6.0000000000000005E-2,1,0.96817734614243622]
[null,null,7.0000000000000007E-2,1,0.97220849187924041]
[null,null,0.08,1,0.97612951678704385]
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[null,null,9.9999999999999992E-2,1,0.98363537956059222]
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[null,null,0.17,1,1.0062343531196012]
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[null,null,0.19000000000000003,1,1.0116017845302958]
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[null,null,0.25000000000000006,1,1.0246744985277561]
[null,null,0.26000000000000006,1,1.0264025304977624]
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[null,null,0.46000000000000024,1,1.0329925722636109]
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{"sheet":"DIN18800-BDK","index":6,"n_rows":60,"n_cols":8,"rows_kept":60,"cut":false,"hidden":false,"merged":[[59,1,59,8],[17,1,19,3],[17,5,19,6],[17,8,19,9],[33,2,33,8],[39,4,40,8],[46,4,47,8],[8,1,13,5],[0,0,0,9],[1,0,1,9],[4,1,4,2],[4,4,4,5],[6,1,7,8]]}
["Dachbemessung durch OptiKA   "]
["DIN 18800-BDK"]
[]
[null,"Drehbettung von Doppel-T-Profilen durch Stahltrapezprofile aus Dacheindeckung"]
[null,"Aktualisierung am:",null,"2011-02-28"]
[]
[null,"Im Biegedrillknicknachweis für Doppel-T-Profile erhöht sich das ideale Biegedrillknickmoment über den Drehradius des Querschnitts nach folgender Formel (Petersen):"]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"         ist die wirksame vorhandene Drehbettung und berechnet sich nach DIN18800, Teil 2, Elem. (309) zu:"]
[]
[]
[null,null,null,null,"mit",null,null,"und"]
[]
[]
[null,"Die Berechnung der einzelnen Federsteiffigkeiten erfolgt automatisch nach Angabe folgender Werte:"]
[]
[null,null,"... Faktor zur Erfassung des statischen Systems der Trapezblecheindeckung"]
[]
[null,null,"... Trägheitsmoment des Trapezblechs"]
[]
[null,null,"... Elastizitätsmodul des Trapezbleches"]
[]
[null,null,"... Charakteristischer Wert der Anschlußsteifigkeit von"]
[null,null,"Trapezprofilen aus Stahl, bezogen auf eine Gurtbreite von 100mm"]
[null,null,"(kann DIN18800, Teil 2, Tabelle 7 entnommen werden)"]
[]
[null,null,"(die wirksame vorhandene Drehbettung) ist die Gesamtfedersteifigkeit dreier hintereinandergeschalteter Federn:"]
[]
[]
[]
[]
[]
[null,null,null,null,"theoretische Drehbettung aus der Biegesteifigkeit des abstützenden Bauteils (also des Trapezbleches)"]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"Steifigkeit des Anschlusses der Trapezbleche auf dem Obergurt des Trägers"]
[]
[]
[]
[]
[]
[null,null,null,null,"Profilsteifigkeit des gestützten Trägers"]
[]
[]
[]
[]
[]
[]
[null,"Es ist zu beachten, dass die weicheste Einzelfedersteifigkeit die Gesamtfedersteifigkeit maßgebend beeinflusst. Im vorliegenden Falle hat meist die Steifigkeit des Anschlusses der Trapezbleche auf dem Obergurt des Trägers einen maßgebenden Einfluss."]

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["Datenbasis der IPE-Reihe"]
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[]
[null,null,80,6,46,80,20,3.69,80.099999999999994,8.49,0.7,118,23.2,5.82,3.8,{"$f":"Materialkosten!$C$7/1000*D4","v":3.5999999999999996},{"$f":"ProduktbezogeneKosten!$F$9/1000*D4","v":0.91199999999999992},{"$f":"(P4+Q4)/D4*1000","v":751.99999999999989}]
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[null,null,240,30.7,120,240,324,47.3,3890,284,12.9,37390,367,73.900000000000006,6.2,{"$f":"Materialkosten!$C$7/1000*D12","v":18.419999999999998},{"$f":"ProduktbezogeneKosten!$F$9/1000*D12","v":4.6663999999999994},751.99999999999989]
[null,null,270,36.1,135,270,429,62.2,5790,420,16,70580,484,96.9,6.6,{"$f":"Materialkosten!$C$7/1000*D13","v":21.66},{"$f":"ProduktbezogeneKosten!$F$9/1000*D13","v":5.4872000000000005},752]
[null,null,300,42.2,150,300,557,80.5,8360,604,20.2,125900,628,125,7.1,{"$f":"Materialkosten!$C$7/1000*D14","v":25.32},{"$f":"ProduktbezogeneKosten!$F$9/1000*D14","v":6.4144000000000005},752]
[null,null,330,49.1,160,330,713,98.5,11770,788,28.3,199100,804,154,7.5,{"$f":"Materialkosten!$C$7/1000*D15","v":29.46},{"$f":"ProduktbezogeneKosten!$F$9/1000*D15","v":7.4631999999999996},752]
[null,null,360,57.1,170,360,904,123,16270,1040,37.5,313600,1019,191,8,{"$f":"Materialkosten!$C$7/1000*D16","v":34.26},{"$f":"ProduktbezogeneKosten!$F$9/1000*D16","v":8.6791999999999998},752]
[null,null,400,66.3,180,400,1160,146,23130,1320,51.4,490000,1307,229,8.6,{"$f":"Materialkosten!$C$7/1000*D17","v":39.779999999999994},{"$f":"ProduktbezogeneKosten!$F$9/1000*D17","v":10.077599999999999},751.99999999999989]
[null,null,450,77.599999999999994,190,450,1500,176,33740,1680,67.099999999999994,791000,1702,276,9.4,{"$f":"Materialkosten!$C$7/1000*D18","v":46.559999999999995},{"$f":"ProduktbezogeneKosten!$F$9/1000*D18","v":11.795199999999999},752]
[null,null,500,90.7,200,500,1930,214,48200,2140,89.7,1249000,2194,336,10.199999999999999,{"$f":"Materialkosten!$C$7/1000*D19","v":54.42},{"$f":"ProduktbezogeneKosten!$F$9/1000*D19","v":13.7864},752]
[null,null,550,106,210,550,2440,254,67120,2670,124,1884000,2787,400,11.1,{"$f":"Materialkosten!$C$7/1000*D20","v":63.599999999999994},{"$f":"ProduktbezogeneKosten!$F$9/1000*D20","v":16.111999999999998},751.99999999999989]
[null,null,600,122,220,600,3070,308,92080,3390,166,2846000,3512,486,12,{"$f":"Materialkosten!$C$7/1000*D21","v":73.2},{"$f":"ProduktbezogeneKosten!$F$9/1000*D21","v":18.544},752]

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["Datenbasis der HEA-Reihe"]
[null,null,"HEA","Gewicht [kg/m]","Gurt- breite b \n[mm]","Profil- höhe h \n[mm]","Wy \n[cm³]","Wz \n[cm³]","Iy \n[cm4]","Iz \n[cm4]","IT \n[cm4]","IW \n[cm6]","Wpl,y \n[cm³]","Wpl,z \n[cm³]","Steg- dicke t \n[mm]","Material-\nkosten \n[€/m]","Produkt-\nbezogene\nKosten\n[€/m]","Gesamt-\nkosten\n[€/t]"]
[]
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[null,null,120,19.899999999999999,120,114,106,38.5,606,231,6.02,6472,119,58.9,5,{"$f":"Materialkosten!$C$7/1000*D5","v":11.94},{"$f":"ProduktbezogeneKosten!$F$10/1000*D5","v":3.9003999999999999},796]
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[null,null,160,30.4,160,152,220,76.900000000000006,1670,616,12.3,31410,245,118,6,{"$f":"Materialkosten!$C$7/1000*D7","v":18.239999999999998},{"$f":"ProduktbezogeneKosten!$F$10/1000*D7","v":5.9584000000000001},796]
[null,null,180,35.5,180,171,294,103,2510,925,14.9,60210,325,157,6,{"$f":"Materialkosten!$C$7/1000*D8","v":21.3},{"$f":"ProduktbezogeneKosten!$F$10/1000*D8","v":6.9580000000000002},796]
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[null,null,220,50.5,220,210,515,178,5410,1950,28.6,193300,568,271,7,{"$f":"Materialkosten!$C$7/1000*D10","v":30.299999999999997},{"$f":"ProduktbezogeneKosten!$F$10/1000*D10","v":9.8979999999999997},795.99999999999977]
[null,null,240,60.3,240,230,675,231,7760,2770,41.7,328500,745,352,7.5,{"$f":"Materialkosten!$C$7/1000*D11","v":36.18},{"$f":"ProduktbezogeneKosten!$F$10/1000*D11","v":11.8188},796]
[null,null,260,68.2,260,250,836,282,10450,3670,52.6,516400,920,430,7.5,{"$f":"Materialkosten!$C$7/1000*D12","v":40.92},{"$f":"ProduktbezogeneKosten!$F$10/1000*D12","v":13.3672},795.99999999999989]
[null,null,280,76.400000000000006,280,270,1010,340,13670,4760,62.4,785400,1112,518,8,{"$f":"Materialkosten!$C$7/1000*D13","v":45.84},{"$f":"ProduktbezogeneKosten!$F$10/1000*D13","v":14.974400000000001},796]
[null,null,300,88.3,300,290,1260,421,18260,6310,85.6,1200000,1383,641,8.5,{"$f":"Materialkosten!$C$7/1000*D14","v":52.98},{"$f":"ProduktbezogeneKosten!$F$10/1000*D14","v":17.306799999999999},796]
[null,null,320,97.6,300,310,1480,466,22930,6990,108,1512000,1628,710,9,{"$f":"Materialkosten!$C$7/1000*D15","v":58.559999999999995},{"$f":"ProduktbezogeneKosten!$F$10/1000*D15","v":19.1296},796]
[null,null,340,105,300,330,1680,496,27690,7440,128,1824000,1850,756,9.5,{"$f":"Materialkosten!$C$7/1000*D16","v":63},{"$f":"ProduktbezogeneKosten!$F$10/1000*D16","v":20.580000000000002},795.99999999999989]
[null,null,360,112,300,350,1890,526,33090,7890,149,2177000,2088,802,10,{"$f":"Materialkosten!$C$7/1000*D17","v":67.2},{"$f":"ProduktbezogeneKosten!$F$10/1000*D17","v":21.952000000000002},796]
[null,null,400,125,300,390,2310,571,45070,8560,190,2942000,2562,873,11,{"$f":"Materialkosten!$C$7/1000*D18","v":75},{"$f":"ProduktbezogeneKosten!$F$10/1000*D18","v":24.5},796]
[null,null,450,140,300,440,2900,631,63720,9470,245,4146000,3216,966,11.5,{"$f":"Materialkosten!$C$7/1000*D19","v":84},{"$f":"ProduktbezogeneKosten!$F$10/1000*D19","v":27.44},795.99999999999989]
[null,null,500,155,300,490,3550,691,86970,10370,310,5643000,3949,1059,12,{"$f":"Materialkosten!$C$7/1000*D20","v":93},{"$f":"ProduktbezogeneKosten!$F$10/1000*D20","v":30.380000000000003},795.99999999999989]
[null,null,550,166,300,540,4150,721,111900,10820,353,7189000,4622,1107,12.5,{"$f":"Materialkosten!$C$7/1000*D21","v":99.6},{"$f":"ProduktbezogeneKosten!$F$10/1000*D21","v":32.536000000000001},795.99999999999989]
[null,null,600,178,300,590,4790,751,141200,11270,399,8978000,5350,1156,13,{"$f":"Materialkosten!$C$7/1000*D22","v":106.8},{"$f":"ProduktbezogeneKosten!$F$10/1000*D22","v":34.887999999999998},795.99999999999989]
[null,null,650,190,300,640,5470,782,175200,11720,450,11027000,6136,1205,13.5,{"$f":"Materialkosten!$C$7/1000*D23","v":114},{"$f":"ProduktbezogeneKosten!$F$10/1000*D23","v":37.24},796]
[null,null,700,204,300,690,6240,812,215300,12180,515,13352000,7032,1257,14.5,{"$f":"Materialkosten!$C$7/1000*D24","v":122.39999999999999},{"$f":"ProduktbezogeneKosten!$F$10/1000*D24","v":39.984000000000002},795.99999999999989]
[null,null,800,224,300,790,7680,843,303400,12640,599,18290000,8699,1312,15,{"$f":"Materialkosten!$C$7/1000*D25","v":134.4},{"$f":"ProduktbezogeneKosten!$F$10/1000*D25","v":43.904000000000003},796]
[null,null,900,252,300,890,9480,903,422100,13550,739,24962000,10811,1414,16,{"$f":"Materialkosten!$C$7/1000*D26","v":151.19999999999999},{"$f":"ProduktbezogeneKosten!$F$10/1000*D26","v":49.392000000000003},795.99999999999989]
[null,null,1000,272,300,990,11190,934,553800,14000,825,32074000,12824,1470,16.5,{"$f":"Materialkosten!$C$7/1000*D27","v":163.19999999999999},{"$f":"ProduktbezogeneKosten!$F$10/1000*D27","v":53.312000000000005},796]

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["Datenbasis der HEB-Reihe"]
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[]
[null,null,100,20.399999999999999,100,100,89.9,33.5,450,167,9.2899999999999991,3375,104,51.4,6,{"$f":"Materialkosten!$C$7/1000*D4","v":12.239999999999998},{"$f":"ProduktbezogeneKosten!$F$11/1000*D4","v":4.2228000000000003},{"$f":"(P4+Q4)/D4*1000","v":806.99999999999989}]
[null,null,120,26.7,120,120,144,52.9,864,318,13.9,9410,165,81,6.5,{"$f":"Materialkosten!$C$7/1000*D5","v":16.02},{"$f":"ProduktbezogeneKosten!$F$11/1000*D5","v":5.5269000000000004},{"$f":"(P5+Q5)/D5*1000","v":807}]
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[null,null,160,42.6,160,160,311,111,2490,889,31.4,47940,354,170,8,{"$f":"Materialkosten!$C$7/1000*D7","v":25.56},{"$f":"ProduktbezogeneKosten!$F$11/1000*D7","v":8.8182000000000009},806.99999999999989]
[null,null,180,51.2,180,180,426,151,3830,1360,42.3,93750,481,231,8.5,{"$f":"Materialkosten!$C$7/1000*D8","v":30.72},{"$f":"ProduktbezogeneKosten!$F$11/1000*D8","v":10.598400000000002},806.99999999999989]
[null,null,200,61.3,200,200,570,200,5700,2000,59.5,171100,643,306,9,{"$f":"Materialkosten!$C$7/1000*D9","v":36.779999999999994},{"$f":"ProduktbezogeneKosten!$F$11/1000*D9","v":12.6891},806.99999999999989]
[null,null,220,71.5,220,220,736,258,8090,2840,76.8,295400,827,394,9.5,{"$f":"Materialkosten!$C$7/1000*D10","v":42.9},{"$f":"ProduktbezogeneKosten!$F$11/1000*D10","v":14.800500000000001},806.99999999999989]
[null,null,240,83.2,240,240,938,327,11260,3920,103,486900,1053,498,10,{"$f":"Materialkosten!$C$7/1000*D11","v":49.92},{"$f":"ProduktbezogeneKosten!$F$11/1000*D11","v":17.2224},807]
[null,null,260,93,260,260,1150,395,14920,5130,124,753700,1283,602,10,{"$f":"Materialkosten!$C$7/1000*D12","v":55.8},{"$f":"ProduktbezogeneKosten!$F$11/1000*D12","v":19.251000000000001},807]
[null,null,280,103,280,280,1380,471,19270,6590,144,1130000,1534,718,10.5,{"$f":"Materialkosten!$C$7/1000*D13","v":61.8},{"$f":"ProduktbezogeneKosten!$F$11/1000*D13","v":21.321000000000002},806.99999999999989]
[null,null,300,117,300,300,1680,571,25170,8560,186,1688000,1869,870,11,{"$f":"Materialkosten!$C$7/1000*D14","v":70.2},{"$f":"ProduktbezogeneKosten!$F$11/1000*D14","v":24.219000000000001},807]
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[null,null,340,134,300,340,2160,646,36660,9690,258,2454000,2408,986,12,{"$f":"Materialkosten!$C$7/1000*D16","v":80.399999999999991},{"$f":"ProduktbezogeneKosten!$F$11/1000*D16","v":27.738000000000003},806.99999999999989]
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[null,null,500,187,300,500,4290,842,107200,12620,540,7018000,4815,1292,14.5,{"$f":"Materialkosten!$C$7/1000*D20","v":112.2},{"$f":"ProduktbezogeneKosten!$F$11/1000*D20","v":38.709000000000003},806.99999999999989]
[null,null,550,199,300,550,4970,872,136700,13080,602,8856000,5591,1341,15,{"$f":"Materialkosten!$C$7/1000*D21","v":119.39999999999999},{"$f":"ProduktbezogeneKosten!$F$11/1000*D21","v":41.193000000000005},806.99999999999989]
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{"sheet":"Rundstahl","index":10,"n_rows":21,"n_cols":7,"rows_kept":21,"cut":false,"hidden":false,"merged":[[0,0,0,1]]}
["Datenbasis Rundstahl"]
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[]
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[null,null,9,8.1,{"$f":"Materialkosten!$C$7/1000*D5","v":4.8599999999999994},{"$f":"ProduktbezogeneKosten!$F$9/1000*D5","v":1.2311999999999999},751.99999999999989]
[null,null,10,10.4,{"$f":"Materialkosten!$C$7/1000*D6","v":6.24},{"$f":"ProduktbezogeneKosten!$F$9/1000*D6","v":1.5808},752]
[null,null,12,12.9,{"$f":"Materialkosten!$C$7/1000*D7","v":7.74},{"$f":"ProduktbezogeneKosten!$F$9/1000*D7","v":1.9608000000000001},752]
[null,null,14,15.8,{"$f":"Materialkosten!$C$7/1000*D8","v":9.48},{"$f":"ProduktbezogeneKosten!$F$9/1000*D8","v":2.4016000000000002},752]
[null,null,null,18.8,{"$f":"Materialkosten!$C$7/1000*D9","v":11.28},{"$f":"ProduktbezogeneKosten!$F$9/1000*D9","v":2.8576000000000001},751.99999999999989]
[null,null,null,22.4,{"$f":"Materialkosten!$C$7/1000*D10","v":13.44},{"$f":"ProduktbezogeneKosten!$F$9/1000*D10","v":3.4047999999999998},752]
[null,null,null,26.2,{"$f":"Materialkosten!$C$7/1000*D11","v":15.719999999999999},{"$f":"ProduktbezogeneKosten!$F$9/1000*D11","v":3.9823999999999997},751.99999999999989]
[null,null,null,30.7,{"$f":"Materialkosten!$C$7/1000*D12","v":18.419999999999998},{"$f":"ProduktbezogeneKosten!$F$9/1000*D12","v":4.6663999999999994},751.99999999999989]
[null,null,null,36.1,{"$f":"Materialkosten!$C$7/1000*D13","v":21.66},{"$f":"ProduktbezogeneKosten!$F$9/1000*D13","v":5.4872000000000005},752]
[null,null,null,42.2,{"$f":"Materialkosten!$C$7/1000*D14","v":25.32},{"$f":"ProduktbezogeneKosten!$F$9/1000*D14","v":6.4144000000000005},752]
[null,null,null,49.1,{"$f":"Materialkosten!$C$7/1000*D15","v":29.46},{"$f":"ProduktbezogeneKosten!$F$9/1000*D15","v":7.4631999999999996},752]
[null,null,null,57.1,{"$f":"Materialkosten!$C$7/1000*D16","v":34.26},{"$f":"ProduktbezogeneKosten!$F$9/1000*D16","v":8.6791999999999998},752]
[null,null,null,66.3,{"$f":"Materialkosten!$C$7/1000*D17","v":39.779999999999994},{"$f":"ProduktbezogeneKosten!$F$9/1000*D17","v":10.077599999999999},751.99999999999989]
[null,null,null,77.599999999999994,{"$f":"Materialkosten!$C$7/1000*D18","v":46.559999999999995},{"$f":"ProduktbezogeneKosten!$F$9/1000*D18","v":11.795199999999999},752]
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[null,null,null,106,{"$f":"Materialkosten!$C$7/1000*D20","v":63.599999999999994},{"$f":"ProduktbezogeneKosten!$F$9/1000*D20","v":16.111999999999998},751.99999999999989]
[null,null,null,122,{"$f":"Materialkosten!$C$7/1000*D21","v":73.2},{"$f":"ProduktbezogeneKosten!$F$9/1000*D21","v":18.544},752]

{"sheet":"Hohlprofil-kaltgefertigt","index":11,"n_rows":147,"n_cols":15,"rows_kept":147,"cut":false,"hidden":false,"merged":[[0,0,0,1]]}
["Querschnittswerte Hohlprofile-kaltgefertigt"]
[null,null,"Querschnitt- \nNummer","Höhe \n[mm]","Breite \n[mm]","Wand-stärke \n[mm]","Gewicht \n[kg/m]","Wy \n[cm³]","Wz \n[cm³]","Iy \n[cm4]","Iz \n[cm4]","Wpl,y \n[cm³]","Wpl,z \n[cm³]","Material-\npreis \n[€/m]","Produkt-\nbezogene\nKosten\n[€/m]"]
[]
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[null,null,3,40,20,2,1.68,2.02,1.34,4.05,1.34,2.61,1.6,{"$f":"Materialkosten!$C$7/1000*G6","v":1.008},{"$f":"ProduktbezogeneKosten!$F$12/1000*G6","v":0.53256000000000003}]
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[null,null,5,40,40,2,2.31,3.47,3.47,6.95,6.95,4.13,4.13,{"$f":"Materialkosten!$C$7/1000*G8","v":1.3859999999999999},{"$f":"ProduktbezogeneKosten!$F$12/1000*G8","v":0.73226999999999998}]
[null,null,6,50,30,2,2.31,3.81,2.86,9.5399999999999991,4.29,4.74,3.33,{"$f":"Materialkosten!$C$7/1000*G9","v":1.3859999999999999},{"$f":"ProduktbezogeneKosten!$F$12/1000*G9","v":0.73226999999999998}]
[null,null,7,50,50,2,2.93,5.66,5.66,14.1,14.1,6.66,6.66,{"$f":"Materialkosten!$C$7/1000*G10","v":1.758},{"$f":"ProduktbezogeneKosten!$F$12/1000*G10","v":0.92881000000000002}]
[null,null,8,60,40,2,2.93,6.14,4.92,18.399999999999999,9.83,7.47,5.65,{"$f":"Materialkosten!$C$7/1000*G11","v":1.758},{"$f":"ProduktbezogeneKosten!$F$12/1000*G11","v":0.92881000000000002}]
[null,null,9,40,40,3,3.3,4.66,4.66,9.32,9.32,5.72,5.72,{"$f":"Materialkosten!$C$7/1000*G12","v":1.9799999999999998},{"$f":"ProduktbezogeneKosten!$F$12/1000*G12","v":1.0461}]
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[]
[null,null,null,"Dqw i,2","Dqw i,3","Dqw i,4","Dqw i,5","Dqw i,6","Dqw i,7","Dqw i,8","Dqw i,9","Dqw i,10","Dqw i,11","Dqw i,12","Dqw i,13","Dqw i,14","Dqw i,15","Dqw i,16","Dqw i,17","Dqw i,18","Dqw i,19","Dqw i,20","Dqw i,21","Dqw i,22","Dqw i,23","Dqw i,24","Dqw i,25","Dqw i,26","Dqw i,27","Dqw i,28","Dqw i,29","Dqw i,30","Dqw i,31","Dqw i,32","Dqw i,33","Dqw i,34","Dqw i,35"]

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["Stahltrapezblech","Müncker Metallprofile GmbH\n51580 Riechshof-Wehnrath",null,null,null,null,"Querschnitts- und Widerstandsgrößen nach DIN 18807 und der Anpassungsrichtlinie Stahlbau gemäß Prüfbescheid"]
[null,null,null,null,"Produkt- bezogene Kosten [€/m2] ",null,"Werte aus Anlage *.1 des Prüfbescheids",null,null,null,null,null,null,null,null,"Werte aus Anlage *.2 des Prüfbescheids"]
[null,null,null,"Nenn- blech- dicke [mm]",null,"Material-kosten [€/m2]",null,null,"Nennstreck- grenze des Stahlkerns \nfy,k \n[N/mm2]","Normalkraft- beanspruchung nicht reduzierter Querschnitt \nAg \n[cm2/m]","Normalkraft- beanspruchung nicht reduzierter Querschnitt    \nIg \n[cm]","Normalkraft- beanspruchung mitwirkender Querschnitt \nAef \n[cm2/m]","Normalkraft- beanspruchung mitwirkender Querschnitt\nief,mit \n[cm]","Grenzstützweiten",null,"Feldmoment \nMF,k \n[kNm/m]","Endauflagerkräfte (obere Zeilen)",null,"Endauflagerkräfte (untere Zeilen)",null,"Inter- aktions- para- meter   ε\n[-]","Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (1)",null,null,null,null,"Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (2)"]
["MÜNCKER Negativlage (-)","Bezeich-\nnung\n[-]",null,null,null,null,"Eigenlast [kN/m2]","I+ef [cm4/m]",null,null,null,null,null,"Einfeld- träger  [m]","Mehrfeld- träger  [m]",null," ba+ü [mm]","Tragfähig- keit \nRa,T,k \n[kN/m]"," ba+ü [mm]","Tragfähig- keit Ra,T,k [kN/m]",null,"bB \n[mm]","M0B,k \n[kNm/m]"," R0B,k \n[kN/m]","maxMB,k \n[kNm/m]"," maxRB,k \n[kN/m]","bB [mm]","M0B,k [kNm/m]"," R0B,k [kN/m]","maxMB,k [kNm/m]"," maxRB,k [kN/m]"]
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["Stahltrapezblech","ThyssenKrupp Hoesch Bausysteme GmbH\n57223 Kreuztal",null,null,null,null,"Querschnitts- und Widerstandsgrößen nach DIN 18807 und der Anpassungsrichtlinie Stahlbau gemäß Prüfbescheid II B 2 - 543 - 921 vom 21.04.2004 in Verbindung mit Bescheid Nr. VI A 4-543-1021 vom 08.01.2009, gültig bis 30.04.2014"]
[null,null,null,null,"Produkt- bezogene Kosten [€/m2] ",null,"Werte aus Anlage *.1 des Prüfbescheids",null,null,null,null,null,null,null,null,"Werte aus Anlage *.2 des Prüfbescheids"]
[null,null,null,"Nenn- blech- dicke [mm]",null,"Material-kosten [€/m2]",null,null,"Nennstreck- grenze des Stahlkerns \nfy,k \n[N/mm2]","Normalkraft- beanspruchung nicht reduzierter Querschnitt \nAg \n[cm2/m]","Normalkraft- beanspruchung nicht reduzierter Querschnitt    \nIg \n[cm]","Normalkraft- beanspruchung mitwirkender Querschnitt \nAef \n[cm2/m]","Normalkraft- beanspruchung mitwirkender Querschnitt\nief,mit \n[cm]","Grenzstützweiten",null,"Feldmoment \nMF,k \n[kNm/m]","Endauflagerkräfte (obere Zeilen)",null,"Endauflagerkräfte (untere Zeilen)",null,"Inter- aktions- para- meter   ε\n[-]","Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (1)",null,null,null,null,"Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (2)"]
["HOESCH Positivlage (+)","Bezeich-\nnung\n[-]",null,null,null,null,"Eigenlast [kN/m2]","I+ef [cm4/m]",null,null,null,null,null,"Einfeld- träger  [m]","Mehrfeld- träger  [m]",null," ba+ü [mm]","Tragfähig- keit \nRa,T,k \n[kN/m]"," ba+ü [mm]","Tragfähig- keit Ra,T,k [kN/m]",null,"bB \n[mm]","M0B,k \n[kNm/m]"," R0B,k \n[kN/m]","maxMB,k \n[kNm/m]"," maxRB,k \n[kN/m]","bB [mm]","M0B,k [kNm/m]"," R0B,k [kN/m]","maxMB,k [kNm/m]"," maxRB,k [kN/m]"]
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["Stahltrapezblech","ThyssenKrupp Hoesch Bausysteme GmbH\n57223 Kreuztal",null,null,null,null,"Querschnitts- und Widerstandsgrößen nach DIN 18807 und der Anpassungsrichtlinie Stahlbau gemäß Prüfbescheid II B 2 - 543 - 921 vom 21.04.2004 in Verbindung mit Bescheid Nr. VI A 4-543-1021 vom 08.01.2009, gültig bis 30.04.2014"]
[null,null,null,null,"Produkt- bezogene Kosten [€/m2] ",null,"Werte aus Anlage *.1 des Prüfbescheids",null,null,null,null,null,null,null,null,"Werte aus Anlage *.2 des Prüfbescheids"]
[null,null,null,"Nenn- blech- dicke [mm]",null,"Material-kosten [€/m2]",null,null,"Nennstreck- grenze des Stahlkerns \nfy,k \n[N/mm2]","Normalkraft- beanspruchung nicht reduzierter Querschnitt \nAg \n[cm2/m]","Normalkraft- beanspruchung nicht reduzierter Querschnitt    \nIg \n[cm]","Normalkraft- beanspruchung mitwirkender Querschnitt \nAef \n[cm2/m]","Normalkraft- beanspruchung mitwirkender Querschnitt\nief,mit \n[cm]","Grenzstützweiten",null,"Feldmoment \nMF,k \n[kNm/m]","Endauflagerkräfte (obere Zeilen)",null,"Endauflagerkräfte (untere Zeilen)",null,"Inter- aktions- para- meter   ε\n[-]","Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (1)",null,null,null,null,"Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (2)"]
["HOESCH Negativlage (-)","Bezeich-\nnung\n[-]",null,null,null,null,"Eigenlast [kN/m2]","I+ef [cm4/m]",null,null,null,null,null,"Einfeld- träger  [m]","Mehrfeld- träger  [m]",null," ba+ü [mm]","Tragfähig- keit \nRa,T,k \n[kN/m]"," ba+ü [mm]","Tragfähig- keit Ra,T,k [kN/m]",null,"bB \n[mm]","M0B,k \n[kNm/m]"," R0B,k \n[kN/m]","maxMB,k \n[kNm/m]"," maxRB,k \n[kN/m]","bB [mm]","M0B,k [kNm/m]"," R0B,k [kN/m]","maxMB,k [kNm/m]"," maxRB,k [kN/m]"]
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["Stahltrapezblech","Fischer Profil GmbH\n57250 Netphen-Deuz",null,null,null,null,"Querschnitts- und Widerstandsgrößen nach DIN 18807 und der Anpassungsrichtlinie Stahlbau gemäß Prüfbescheid"]
[null,null,null,null,"Produkt- bezogene Kosten [€/m2] ",null,"Werte aus Anlage *.1 des Prüfbescheids",null,null,null,null,null,null,null,null,"Werte aus Anlage *.2 des Prüfbescheids"]
[null,null,null,"Nenn- blech- dicke [mm]",null,"Material-kosten [€/m2]",null,null,"Nennstreck- grenze des Stahlkerns \nfy,k \n[N/mm2]","Normalkraft- beanspruchung nicht reduzierter Querschnitt \nAg \n[cm2/m]","Normalkraft- beanspruchung nicht reduzierter Querschnitt    \nIg \n[cm]","Normalkraft- beanspruchung mitwirkender Querschnitt \nAef \n[cm2/m]","Normalkraft- beanspruchung mitwirkender Querschnitt\nief,mit \n[cm]","Grenzstützweiten",null,"Feldmoment \nMF,k \n[kNm/m]","Endauflagerkräfte (obere Zeilen)",null,"Endauflagerkräfte (untere Zeilen)",null,"Inter- aktions- para- meter   ε\n[-]","Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (1)",null,null,null,null,"Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (2)"]
["FISCHER Positivlage (+)","Bezeich-\nnung\n[-]",null,null,null,null,"Eigenlast [kN/m2]","I+ef [cm4/m]",null,null,null,null,null,"Einfeld- träger  [m]","Mehrfeld- träger  [m]",null," ba+ü [mm]","Tragfähig- keit \nRa,T,k \n[kN/m]"," ba+ü [mm]","Tragfähig- keit Ra,T,k [kN/m]",null,"bB \n[mm]","M0B,k \n[kNm/m]"," R0B,k \n[kN/m]","maxMB,k \n[kNm/m]"," maxRB,k \n[kN/m]","bB [mm]","M0B,k [kNm/m]"," R0B,k [kN/m]","maxMB,k [kNm/m]"," maxRB,k [kN/m]"]
[]
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["Stahltrapezblech","Fischer Profil GmbH\n57250 Netphen-Deuz",null,null,null,null,"Querschnitts- und Widerstandsgrößen nach DIN 18807 und der Anpassungsrichtlinie Stahlbau gemäß Prüfbescheid"]
[null,null,null,null,"Produkt- bezogene Kosten [€/m2] ",null,"Werte aus Anlage *.1 des Prüfbescheids",null,null,null,null,null,null,null,null,"Werte aus Anlage *.4 des Prüfbescheids"]
[null,null,null,"Nenn- blech- dicke [mm]",null,"Material-kosten [€/m2]",null,null,"Nennstreck- grenze des Stahlkerns \nfy,k \n[N/mm2]","Normalkraft- beanspruchung nicht reduzierter Querschnitt \nAg \n[cm2/m]","Normalkraft- beanspruchung nicht reduzierter Querschnitt    \nIg \n[cm]","Normalkraft- beanspruchung mitwirkender Querschnitt \nAef \n[cm2/m]","Normalkraft- beanspruchung mitwirkender Querschnitt\nief,mit \n[cm]","Grenzstützweiten",null,"Feldmoment \nMF,k \n[kNm/m]","Endauflagerkräfte (obere Zeilen)",null,"Endauflagerkräfte (untere Zeilen)",null,"Inter- aktions- para- meter   ε\n[-]","Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (1)",null,null,null,null,"Elastisch aufnehmbare Schnittgrößen an Zwischenauflagern (2)"]
["FISCHER Negativlage (-)","Bezeich-\nnung\n[-]",null,null,null,null,"Eigenlast [kN/m2]","I+ef [cm4/m]",null,null,null,null,null,"Einfeld- träger  [m]","Mehrfeld- träger  [m]",null," ba+ü [mm]","Tragfähig- keit \nRa,T,k \n[kN/m]"," ba+ü [mm]","Tragfähig- keit Ra,T,k [kN/m]",null,"bB \n[mm]","M0B,k \n[kNm/m]"," R0B,k \n[kN/m]","maxMB,k \n[kNm/m]"," maxRB,k \n[kN/m]","bB [mm]","M0B,k [kNm/m]"," R0B,k [kN/m]","maxMB,k [kNm/m]"," maxRB,k [kN/m]"]
[]
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[null,"FI 50/250  t=0,88",null,0.88,{"$f":"ProduktbezogeneKosten!$F$27/10*G17","v":0.95699999999999996},{"$f":"Materialkosten!$C$30/10*G17","v":9.5699999999999985},8.6999999999999994E-2,37.6,320,9.85,1.99,4.5599999999999996,2.12,2.8,3.5,3.31,40,9.8800000000000008,null,null,2,60,3.13,25.37,3.13,22.69,160,3.13,36.69,3.13,32.82]
[null,"FI 50/250  t=1,00",null,1,{"$f":"ProduktbezogeneKosten!$F$27/10*G18","v":1.089},{"$f":"Materialkosten!$C$30/10*G18","v":10.89},9.9000000000000005E-2,44.6,320,11.25,1.99,5.82,2.09,3.8,4.75,3.98,40,12.35,null,null,2,60,3.82,31.63,3.82,28.29,160,3.82,45.46,3.82,40.659999999999997]
[null,"FI 50/250  t=1,25",null,1.25,{"$f":"ProduktbezogeneKosten!$F$27/10*G19","v":1.3639999999999999},{"$f":"Materialkosten!$C$30/10*G19","v":13.64},0.124,59.3,320,14.19,1.99,8.7899999999999991,2.06,4.75,5.9,5.48,40,18.63,null,null,2,60,5.41,47.45,5.41,42.44,160,5.41,67.45,5.41,60.33]
[null,"FI 50/250  t=1,50",null,1.5,{"$f":"ProduktbezogeneKosten!$F$27/10*G20","v":1.639},{"$f":"Materialkosten!$C$30/10*G20","v":16.39},0.14899999999999999,71.5,320,17.11,1.99,12.16,2.0299999999999998,5.75,7.15,7.07,40,26.61,null,null,2,60,6.66,67.47,6.66,60.35,160,6.66,95.01,6.66,84.98]
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[null,"FI 100/275  t=1,00",null,1,{"$f":"ProduktbezogeneKosten!$F$27/10*G28","v":1.3199999999999998},{"$f":"Materialkosten!$C$30/10*G28","v":13.2},0.12,198,320,14.22,3.73,7.34,4.25,6.5,8.1300000000000008,9.7100000000000009,40,12.45,40,12.45,2,60,11.32,31.89,11.32,28.52,160,11.32,45.84,11.32,41]
[null,"FI 100/275  t=1,25",null,1.25,{"$f":"ProduktbezogeneKosten!$F$27/10*G29","v":1.65},{"$f":"Materialkosten!$C$30/10*G29","v":16.5},0.15,250,320,17.93,3.73,10.46,4.18,7.5,9.3800000000000008,12.84,40,19.39,40,19.39,2,60,15.29,49.38,15.29,44.17,160,15.29,70.19,15.29,62.78]
[null,"FI 100/275  t=1,50",null,1.5,{"$f":"ProduktbezogeneKosten!$F$27/10*G30","v":1.98},{"$f":"Materialkosten!$C$30/10*G30","v":19.8},0.18,302,320,21.63,3.73,13.68,4.09,8.25,10.31,15.5,40,27.92,40,27.92,2,60,19.239999999999998,70.8,19.239999999999998,63.32,160,19.239999999999998,99.68,19.239999999999998,89.16]
[null,"FI 135/310  t=0,75",null,0.75,{"$f":"ProduktbezogeneKosten!$F$27/10*G31","v":1.0669999999999999},{"$f":"Materialkosten!$C$30/10*G31","v":10.67},9.7000000000000003E-2,277,320,11.36,5.05,3.98,5.98,5.8,7.25,8.7899999999999991,40,6.82,null,null,2,60,8.75,17.59,8.75,15.73,160,8.75,25.63,8.75,22.93]
[null,"FI 135/310  t=0,88",null,0.88,{"$f":"ProduktbezogeneKosten!$F$27/10*G32","v":1.254},{"$f":"Materialkosten!$C$30/10*G32","v":12.540000000000001},0.114,336,320,13.44,5.05,5.17,5.96,8.1,10.130000000000001,11.63,40,9.52,null,null,2,60,11.3,25.46,11.3,21.87,160,11.3,35.369999999999997,11.3,31.64]
[null,"FI 135/310  t=1,00",null,1,{"$f":"ProduktbezogeneKosten!$F$27/10*G33","v":1.419},{"$f":"Materialkosten!$C$30/10*G33","v":14.190000000000001},0.129,392,320,15.36,5.05,6.38,5.93,9.6999999999999993,12.13,14,40,12.47,null,null,2,60,13.71,31.93,13.71,28.56,160,13.71,45.9,13.71,41.05]
[null,"FI 135/310  t=1,25",null,1.25,{"$f":"ProduktbezogeneKosten!$F$27/10*G34","v":1.7710000000000001},{"$f":"Materialkosten!$C$30/10*G34","v":17.71},0.161,494,320,19.36,5.05,9.15,5.87,10.9,13.63,18.739999999999998,40,20.21,null,null,2,60,18.89,51.48,18.89,46.05,160,18.89,73.180000000000007,18.89,65.45]
[null,"FI 135/310  t=1,50",null,1.5,{"$f":"ProduktbezogeneKosten!$F$27/10*G35","v":2.1339999999999999},{"$f":"Materialkosten!$C$30/10*G35","v":21.34},0.19400000000000001,596,320,23.36,5.05,12,5.78,11.95,14.94,22.95,40,30.52,null,null,2,60,23.8,77.39,23.8,69.22,160,23.8,108.96,23.8,97.46]
[null,"FI 150/280  t=0,75",null,0.75,{"$f":"ProduktbezogeneKosten!$F$27/10*G36","v":1.177},{"$f":"Materialkosten!$C$30/10*G36","v":11.77},0.107,373,320,12.49,5.54,5.07,6.45,7.05,8.81,10.65,40,7.72,90,10.35,2,60,11.38,19.91,11.38,17.809999999999999,160,11.38,29.01,11.38,25.95]
[null,"FI 150/280  t=0,88",null,0.88,{"$f":"ProduktbezogeneKosten!$F$27/10*G37","v":1.3860000000000001},{"$f":"Materialkosten!$C$30/10*G37","v":13.86},0.126,451,320,14.78,5.54,6.86,6.4,9.65,12.06,14.41,40,10.84,90,14.42,2,60,15.2,27.83,15.2,24.89,160,15.2,40.25,15.2,36]
[null,"FI 150/280  t=1,00",null,1,{"$f":"ProduktbezogeneKosten!$F$27/10*G38","v":1.573},{"$f":"Materialkosten!$C$30/10*G38","v":15.729999999999999},0.14299999999999999,519,320,16.89,5.54,8.66,6.36,10.9,13.63,17.989999999999998,40,14.27,90,18.88,2,60,18.62,36.54,18.62,32.68,160,18.62,52.52,18.62,46.97]
[null,"FI 150/280  t=1,25",null,1.25,{"$f":"ProduktbezogeneKosten!$F$27/10*G39","v":1.9689999999999999},{"$f":"Materialkosten!$C$30/10*G39","v":19.689999999999998},0.17899999999999999,655,320,21.29,5.54,12.61,6.26,12.25,15.31,23.6,40,23.42,90,30.67,2,60,25.39,59.66,25.39,53.36,160,25.39,84.8,25.39,75.849999999999994]
[null,"FI 150/280  t=1,50",null,1.5,{"$f":"ProduktbezogeneKosten!$F$27/10*G40","v":2.3540000000000001},{"$f":"Materialkosten!$C$30/10*G40","v":23.54},0.214,790,320,25.69,5.54,16.66,6.11,13.45,16.809999999999999,28.53,40,35.840000000000003,90,46.54,2,60,31.78,90.89,31.78,81.3,160,31.78,127.97,31.78,114.46]
[null,"FI 165/250  t=0,75",null,0.75,{"$f":"ProduktbezogeneKosten!$F$27/10*G41","v":1.3199999999999998},{"$f":"Materialkosten!$C$30/10*G41","v":13.2},0.12,457,320,14.09,5.78,5.67,6.76,7.8,9.75,12.39,40,8.9499999999999993,90,11.99,2,60,13.36,23.06,13.36,20.62,160,13.36,33.6,13.36,30.5]
[null,"FI 165/250  t=0,88",null,0.88,{"$f":"ProduktbezogeneKosten!$F$27/10*G42","v":1.5509999999999999},{"$f":"Materialkosten!$C$30/10*G42","v":15.509999999999998},0.14099999999999999,552,320,16.670000000000002,5.78,7.67,6.71,10.7,13.38,16.8,40,12.55,90,16.7,2,60,17.850000000000001,32.24,17.850000000000001,28.83,160,17.850000000000001,46.63,17.850000000000001,41.7]
[null,"FI 165/250  t=1,00",null,1,{"$f":"ProduktbezogeneKosten!$F$27/10*G43","v":1.76},{"$f":"Materialkosten!$C$30/10*G43","v":17.600000000000001},0.16,636,320,19.05,5.78,9.6999999999999993,6.67,11.75,14.69,20.95,40,16.53,90,21.87,2,60,21.75,42.33,21.75,37.86,160,21.75,60.85,21.75,54.42]
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[null,"FI 165/250  t=1,50",null,1.5,{"$f":"ProduktbezogeneKosten!$F$27/10*G45","v":2.6399999999999997},{"$f":"Materialkosten!$C$30/10*G45","v":26.4},0.24,968,320,28.97,5.78,18.79,6.4,14.45,18.059999999999999,33.520000000000003,40,41.56,90,53.97,2,60,37.26,105.41,37.26,94.28,160,37.26,148.41,37.26,132.74]

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["Sandwichelement","Metecno Bausysteme GmbH\nAm Amselberg 1\n99444 Blankenheim",null,null,null,null,null,null,null,"Dichte des PU-Kerns:",null,null,null,42.5,"[kg/m3]",null,"Dichte von Stahl:",null,null,null,7870,"[kg/m3]"]
[null,"Bezeich- \nnung\n[-]",null,"Produkt-\nbezogene \nKosten\n [€/m²]  ","Material-\nkosten\n [€/m²] ","Element- \ndicke \nD\n[mm]","durch-\ngehende Kern-\ndicke \ndc\n[mm]","Schwere-\nlinien-\nabstand\ne\n[mm]","Eigen-\ngewicht\ng\n[kN/m²]","Äußere Deckschicht (T= trapezprofiliert)",null,null,null,null,null,null,null,null,null,null,null,"Innere Deckschicht (S=liniert)",null,null,null,null,null,null,null,null,null,null,"Kernschicht",null,null,null,null,null,"materialbezogene Teilsicherheitsbeiwerte"]
[null,null,null,null,null,null,null,null,null,"Nenn-blech-\ndicke\ntn1\n[mm]","Kern-\nblech-\ndicke\ntk1 \n[mm]","Kern-\nfläche\nA1\n[cm²/m]","Elastizitäts-\nmodul\nE1\n[kN/cm²]","Eigen-\nträgheits-\nmoment\nI1\n[cm4]","Schwer-\npunkt-\nabstand\n von oben\nd11\n[mm]","Wärmeaus-\ndehnungs-\nkoeffizient\nαT1\n[1/K]","Streck-\ngrenze\nβs\n[N/mm²]","Knitterspannungen",null,null,null,"Nenn-blech-\ndicke\ntn2\n[mm]","Kern-\nblech-\ndicke\ntk2 \n[mm]","Kern-\nfläche\nA2\n[cm²/m]","Elastizitäts-\nmodul\nE2\n[kN/cm²]","Schwer-\npunkt-\nabstand\n von unten\nd22\n[mm]","Wärmeaus-\ndehnungs-\nkoeffizient\nαT2\n[1/K]","Streck-\ngrenze\nβs\n[N/mm²]","Knitterspannungen",null,null,null,"Kriech- \nfaktor \nKurzzeit\n[-]","Kriech- faktor Langzeit\n[-]","Schub-\nmodul\nGc\n[N/mm²]","Schub-\nfestigkeit\nKurzzeit-\nbeansp.\nfcv\n[N/mm²]","Schub-\nfestigkeit \nLangzeit-\nbeansp.\nfcv\n[N/mm²]","Druck-\nfestigkeit\nβD\n[N/mm²]","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG"]
["Metecno G4",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"im Feld\nσk,F\n[N/mm²]","im Feld für erhöhte Temp.\nσk,F,T\n[N/mm²]","Mittel-\nauflager\nσk,St\n[N/mm²]","Mittelauf-\nlager für\nerhöhte Temp.\nσk,St,T\n[N/mm²]",null,null,null,null,null,null,null,"im Feld\nσk,F\n[N/mm²]","im Feld für erhöhte Temp.\nσk,F,T\n[N/mm²]","Mittel-\nauflager\nσk,St\n[N/mm²]","Mittelauf-\nlager für\nerhöhte Temp.\nσk,St,T\n[N/mm²]",null,null,null,null,null,null,"Fließen einer Metall-\ndeckschicht",null,"Knittern einer Metalldeckschicht im Feld und an einem Mittelauflager (Interaktion mit der Auflagerreaktion)",null,"Schubversagen des Kerns",null,"Schubversagen einer profilierten Deckschicht",null,"Druckversagen des Kerns",null,"Versagen der profilierten Deckschicht am Mittelauflager"]
[]
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[null,"G4 68 /0,50/,50",null,{"$f":"ProduktbezogeneKosten!$F$29/10*I8","v":2.7831161634000008},{"$f":"Materialkosten!$C$35*G8/1000+Materialkosten!$C$34*8*(L8+X8)/10000","v":16.44765872},68,30,31.29,9.2770538780000023E-2,0.5,0.46,5.567794000000001,21000,7.1127471921600005,36,1.2E-5,350,350,350,350,350,0.5,0.46,4.6000000000000005,21000,{"$f":"V8/2","v":0.25},1.2E-5,350,118,118,107,107,2.4,7,3,0.11,0.05,0.1,1.1000000000000001,1,1.1200000000000001,1.02,1.1599999999999999,1.04,1.1000000000000001,1,1.1599999999999999,1.04,1.1000000000000001,1]
[null,"G4 68 /0,50/,60",null,{"$f":"ProduktbezogeneKosten!$F$29/10*I9","v":3.0192161634000003},{"$f":"Materialkosten!$C$35*G9/1000+Materialkosten!$C$34*8*(L9+X9)/10000","v":17.327658720000002},68,30,31.189999999999998,0.10064053878000001,0.5,0.46,5.567794000000001,21000,7.1127471921600005,36,1.2E-5,350,350,350,350,350,0.6,0.55999999999999994,5.6,21000,{"$f":"V9/2","v":0.3},1.2E-5,350,118,118,107,107,2.4,7,3,0.11,0.05,0.1,1.1000000000000001,1,1.1200000000000001,1.02,1.1599999999999999,1.04,1.1000000000000001,1,1.1599999999999999,1.04,1.1000000000000001,1]
[null,"G4 68 /0,50/,75",null,{"$f":"ProduktbezogeneKosten!$F$29/10*I10","v":3.3733661634000005},{"$f":"Materialkosten!$C$35*G10/1000+Materialkosten!$C$34*8*(L10+X10)/10000","v":18.647658720000003},68,30,31.04,0.11244553878000002,0.5,0.46,5.567794000000001,21000,7.1127471921600005,36,1.2E-5,350,350,350,350,350,0.75,0.71,7.1,21000,{"$f":"V10/2","v":0.375},1.2E-5,350,{"$f":"0.88*AC9","v":103.84},{"$f":"0.88*AD9","v":103.84},{"$f":"0.88*AE9","v":94.16},{"$f":"0.88*AF9","v":94.16},2.4,7,3,0.11,0.05,0.1,1.1000000000000001,1,1.1200000000000001,1.02,1.1599999999999999,1.04,1.1000000000000001,1,1.1599999999999999,1.04,1.1000000000000001,1]
[null,"G4 68/0,60/,40",null,{"$f":"ProduktbezogeneKosten!$F$29/10*I11","v":2.8327892424000005},{"$f":"Materialkosten!$C$35*G11/1000+Materialkosten!$C$34*8*(L11+X11)/10000","v":16.632801919999999},68,30,31.29,9.4426308080000021E-2,0.6,{"$f":"J11-0.04","v":0.55999999999999994},6.7781840000000004,21000,8.6593998489599979,36,1.2E-5,350,350,350,350,350,0.4,0.36000000000000004,3.6000000000000005,21000,0.25,1.2E-5,350,118,118,107,107,2.4,7,3,0.11,0.05,0.1,1.1000000000000001,1,1.1200000000000001,1.02,1.1599999999999999,1.04,1.1000000000000001,1,1.1599999999999999,1.04,1.1000000000000001,1]
[null,"G4 68/0,60/,45",null,{"$f":"ProduktbezogeneKosten!$F$29/10*I12","v":2.9508392424000003},{"$f":"Materialkosten!$C$35*G12/1000+Materialkosten!$C$34*8*(L12+X12)/10000","v":17.072801920000003},68,30,31.265000000000001,9.8361308080000015E-2,0.6,0.55999999999999994,6.7781840000000004,21000,8.6593998489599979,36,1.2E-5,350,350,350,350,350,0.45,0.41000000000000003,4.1000000000000005,21000,0.25,1.2E-5,350,118,118,107,107,2.4,7,3,0.11,0.05,0.1,1.1000000000000001,1,1.1200000000000001,1.02,1.1599999999999999,1.04,1.1000000000000001,1,1.1599999999999999,1.04,1.1000000000000001,1]
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["Sandwichelement","ThyssenKrupp Steel Europe AG \nHammerstraße 11\n57223 Kreuztal",null,null,null,null,null,null,null,"geschätzte Dichte des PU-Kerns:",null,null,null,40,"[kg/m3]",null,"Dichte von Stahl:",null,null,null,7870,"[kg/m3]"]
[null,"Bezeich- \nnung\n[-]",null,"Produkt-\nbezogene \nKosten\n [€/m²]  ","Material-\nkosten\n [€/m²] ","Element- \ndicke \nD\n[mm]","durch-\ngehende Kern-\ndicke \ndc\n[mm]","Schwere-\nlinien-\nabstand\ne\n[mm]","Eigen-\ngewicht\ng\n[kN/m²]","Äußere Deckschicht",null,null,null,null,null,null,null,null,null,null,null,"Innere Deckschicht",null,null,null,null,null,null,null,null,null,null,"Kernschicht (2300 L)",null,null,null,null,null,"materialbezogene Teilsicherheitsbeiwerte"]
[null,null,null,null,null,null,null,null,null,"Nenn-blech-\ndicke\ntn1\n[mm]","Kern-\nblech-\ndicke\ntk1 \n[mm]","Kern-\nfläche\nA1\n[cm²/m]","Elastizitäts-\nmodul\nE1\n[kN/cm²]","Eigen-\nträgheits-\nmoment\nI1\n[cm4]","Schwer-\npunkt-\nabstand\n von oben\nd11\n[mm]","Wärmeaus-\ndehnungs-\nkoeffizient\nαT1\n[1/K]","Streck-\ngrenze\nβs\n[N/mm²]","Knitterspannungen",null,null,null,"Nenn-blech-\ndicke\ntn2\n[mm]","Kern-\nblech-\ndicke\ntk2 \n[mm]","Kern-\nfläche\nA2\n[cm²/m]","Elastizitäts-\nmodul\nE2\n[kN/cm²]","Schwer-\npunkt-\nabstand\n von unten\nd22\n[mm]","Wärmeaus-\ndehnungs-\nkoeffizient\nαT2\n[1/K]","Streck-\ngrenze\nβs\n[N/mm²]","Knitterspannungen",null,null,null,"Kriech- \nfaktor \nKurzzeit\n[-]","Kriech- faktor Langzeit\n[-]","Schub-\nmodul\nGc\n[N/mm²]","Schub-\nfestigkeit\nKurzzeit-\nbeansp.\nfcv\n[N/mm²]","Schub-\nfestigkeit \nLangzeit-\nbeansp.\nfcv\n[N/mm²]","Druck-\nfestigkeit\nβD\n[N/mm²]","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG","GZT","GZG"]
["Hoesch Thermodach",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"im Feld\nσk,F\n[N/mm²]","im Feld für erhöhte Temp.\nσk,F,T\n[N/mm²]","Mittel-\nauflager\nσk,St\n[N/mm²]","Mittelauf-\nlager für\nerhöhte Temp.\nσk,St,T\n[N/mm²]",null,null,null,null,null,null,null,"im Feld\nσk,F\n[N/mm²]","im Feld für erhöhte Temp.\nσk,F,T\n[N/mm²]","Mittel-\nauflager\nσk,St\n[N/mm²]","Mittelauf-\nlager für\nerhöhte Temp.\nσk,St,T\n[N/mm²]",null,null,null,null,null,null,"Fließen einer Metall-\ndeckschicht",null,"Knittern einer Metalldeckschicht im Feld und an einem Mittelauflager (Interaktion mit der Auflagerreaktion)",null,"Schubversagen des Kerns",null,"Schubversagen einer profilierten Deckschicht",null,"Druckversagen des Kerns",null,"Versagen der profilierten Deckschicht am Mittelauflager"]
[]
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