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["Kappenverankerung mit HPA unter statischen Einwirkungen"]

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[]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 12.2      "},null,null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2025"}]
[]
["Direkte Einwirkungen Anprall"]
[null,"Die Einwirkungen aus dieser Tabelle werden nicht automatisch in Blatt \"Eingabe\" übernommen."]
[]
[null,"Anprall Fahrzeug-Rückhaltesystem FRS:"]
[]
[]
[]
[null,"Quellen: DIN EN 1991-2, 4.7.3.3 Absatz (2), Technische Übersichtsliste BASt und Gütegemeinschaft für Stahlschutzplanken Stand 03/2022"]
[]
[null,"Indirekte Einwirkungen"]

{"sheet":"Produkte","index":5,"n_rows":55,"n_cols":4,"rows_kept":55,"cut":false,"hidden":false,"merged":[[19,0,34,0],[0,0,0,3],[19,1,23,1],[19,3,34,3],[24,1,30,1],[31,1,34,1],[17,0,17,3],[2,0,2,3],[4,0,15,0],[4,1,8,1],[4,3,15,3],[9,1,15,1],[37,0,37,3],[39,0,54,0],[39,1,43,1],[39,3,54,3],[44,1,50,1],[51,1,54,1]]}
["Übersicht der Standard-Produkte. projektspezifische Längen lieferbar."]
[]
["Neubau und Instandsetzung Kappenverankerung mit HPA, Bundmutter und Stauscheibe"]
["Bereich ","Dimension","HPA Kappenverankerung inkl. Bundmutter u. Stauscheibe","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",16,"HPA A4 M16x200 inkl. Bundmutter M16 und Stauscheibe (2459587)","HIT-RE 500 V4"]
[null,null,"HPA A4 M16x220 inkl. Bundmutter M16 und Stauscheibe (2459586)"]
[null,null,"HPA A4 M16x240 inkl. Bundmutter M16 und Stauscheibe (2459587)"]
[null,null,"HPA A4 M16x260 inkl. Bundmutter M16 und Stauscheibe (2459588)"]
[null,null,"HPA A4 M16x300 inkl. Bundmutter M16 und Stauscheibe (2459589)"]
[null,20,"HPA A4 M20x220 inkl. Bundmutter M20 und Stauscheibe (2460040)"]
[null,null,"HPA A4 M20x240 inkl. Bundmutter M20 und Stauscheibe (2460041)"]
[null,null,"HPA A4 M20x260 inkl. Bundmutter M20 und Stauscheibe (2460042)"]
[null,null,"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"]
[null,null,"HPA A4 M20x330 inkl. Bundmutter M20 und Stauscheibe (2460044)"]
[null,null,"HPA A4 M20x350 inkl. Bundmutter M20 und Stauscheibe (2460045)"]
[null,null,"HPA A4 M20x400 inkl. Bundmutter M20 und Stauscheibe (2460046)"]
[]
["Neubau und Instandsetzung Kappenverankerung mit HPA, Sechskantmutter und Stauscheibe"]
["Bereich ","Dimension","HPA Kappenverankerung inkl. Mutter u. Stauscheibe","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",16,"HPA A4 M16x200 inkl. Mutter und Stauscheibe (2458856) ","HIT-RE 500 V4"]
[null,null,"HPA A4 M16x220 inkl. Mutter und Stauscheibe (2458857)"]
[null,null,"HPA A4 M16x240 inkl. Mutter und Stauscheibe (2458858)"]
[null,null,"HPA A4 M16x260 inkl. Mutter und Stauscheibe (2458859)"]
[null,null,"HPA A4 M16x300 inkl. Mutter und Stauscheibe (2458860)"]
[null,20,"HPA A4 M20x220 inkl. Mutter und Stauscheibe (2458870)"]
[null,null,"HPA A4 M20x240 inkl. Mutter und Stauscheibe (2458871)"]
[null,null,"HPA A4 M20x260 inkl. Mutter und Stauscheibe (2458872)"]
[null,null,"HPA A4 M20x300 inkl. Mutter und Stauscheibe (2458873)"]
[null,null,"HPA A4 M20x330 inkl. Mutter und Stauscheibe (2330226)"]
[null,null,"HPA A4 M20x350 inkl. Mutter und Stauscheibe (2458874)"]
[null,null,"HPA A4 M20x400 inkl. Mutter und Stauscheibe (2458875)"]
[null,24,"HPA A4 M24x240 inkl. Mutter und Stauscheibe (2458876)"]
[null,null,"HPA A4 M24x260 inkl. Mutter und Stauscheibe (2458877)"]
[null,null,"HPA A4 M24x300 inkl. Mutter und Stauscheibe (2458878)"]
[null,null,"HPA A4 M24x450 inkl. Mutter und Stauscheibe (2458879)"]
[]
[]
["Nachträgliche Kappenverankerung mit HPA und Sechskantmutter"]
["Bereich ","Dimension","HPA Kappenverankerung inkl. Mutter","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",16,"HPA A4 M16x200 inkl. Mutter (2458487)","HIT-RE 500 V4"]
[null,null,"HPA A4 M16x220 inkl. Mutter (2458488)"]
[null,null,"HPA A4 M16x240 inkl. Mutter (2458489)"]
[null,null,"HPA A4 M16x260 inkl. Mutter (2458830)"]
[null,null,"HPA A4 M16x300 inkl. Mutter (2458831)"]
[null,20,"HPA A4 M20x220 inkl. Mutter (2458832)"]
[null,null,"HPA A4 M20x240 inkl. Mutter (2458833)"]
[null,null,"HPA A4 M20x260 inkl. Mutter (2458834)"]
[null,null,"HPA A4 M20x300 inkl. Mutter (2458835)"]
[null,null,"HPA A4 M20x330 inkl. Mutter (2332049)"]
[null,null,"HPA A4 M20x350 inkl. Mutter (2458836)"]
[null,null,"HPA A4 M20x400 inkl. Mutter (2458851)"]
[null,24,"HPA A4 M24x240 inkl. Mutter (2458852)"]
[null,null,"HPA A4 M24x260 inkl. Mutter (2458853)"]
[null,null,"HPA A4 M24x300 inkl. Mutter (2458854)"]
[null,null,"HPA A4 M24x450 inkl. Mutter (2458855)"]

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[null,null,null,null,null,null,null,null,null,null,null,null,"C 20/25 (LP); gerissen","Abminderung Leichtbeton ψred,LWC",null,"≤"]
[null,"HILTI Design-Tool Kappenverankerung 12.2      ",null,null,null,null,null,null,"Version gültig bis 31.12.2025",null,null,null,"C 25/30 (LP); gerissen",{"$f":"IF(MID(C13,1,1)=\"L\",1,0)","v":0},null,"≥",null,null,null,null,null,"C 20/25 (gerissen)",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",C7,C7-C17)","v":1200}]
[null,"Bauvorhaben","Instandsetzung Kappe",null,null,null,null,null,null,null,null,null,"C 30/37 (LP); gerissen",{"$f":"IF(N2=1,MIN(1,C14/1200-(5/6)),1)","v":1},null,"Einreihige Ankeranordnung",null,null,null,null,null,"C 25/30; gerissen"]
[null,"Kappenverankerung","Kappenanker HPA M20",null,null,"Bitumen-Schweißbahn einlagig + Schutzlage, Dicke 8 mm",null,null,null,null,null,null,"C 35/45 (LP); gerissen",null,null,"Zweireihige Ankeranordnung",null,null,"Dübelanzahl in der Lasteinleitungslänge",null,null,"C 30/37; gerissen"]
[null,"Tragwerk (Überbau)",null,null,null,{"$f":"MID(C6,3,2)","v":"30"},"Einreihige Ankeranordnung",null,null,null,null,null,"C 40/50 (LP); gerissen",null,null,null,null,null,null,null,null,"C 35/45; gerissen"]
[null,"Betongüte","C 30/37; gerissen",null,null,"Randabstand cT bzw. Reihenabstand s1 prüfen.",null,null,null,null,null,null,"C 45/55 (LP); gerissen",null,null,null,null,null,"Abstand Mitte sx",{"$f":"J28","v":500},"[mm]","C 40/50; gerissen"]
[null,"Randabstand cT",1200,"[mm]",null,"Verankerungslänge hef,gewählt für Bauteildicke Tragwerk hT zu groß.",null,null,null,null,null,null,"C 50/60 (LP); gerissen",null,null,"hTef","cnom",null,"Abstand Rand sx",{"$f":"J32","v":500},"[mm]","C 45/55; gerissen"]
[null,"Bauteildicke Tragwerk hT",280,"[mm]",null,"Option für maximalen Kopfbolzen-Widerstand: Verringerung cnom ",null,null,null,null,null,null,"LC25/28; gerissen","Verb.-sp. RE500 V4",{"$f":"IF(AE50=16,11,IF(AE50=20,10,IF(AE50=24,9.5,)))","v":10},100,{"$f":"C20-(2*C20)","v":-3},null,null,null,null,"C 50/60; gerissen"]
[null,"Drehpunktabstand d",10,"[mm]",null,null,null,null,null,null,null,null,"LC30/33; gerissen",null,null,120,30]
[null,"Verankerungslänge hef,gewählt",180,"[mm]",null,"Art bzw. Dimension Kopfbolzen prüfen.",null,null,null,null,null,null,"LC35/38; gerissen",null,null,140,40]
[null,"Kappe",null,null,null,"Option prüfen: Verankerungslänge hef,gewählt erhöhen.",null,null,null,null,null,null,"LC40/44; gerissen",null,null,160,50]
[null,"Kappenbreite b","≤ 1,70 m",null,null,"Option für maximalen Widerstand: Bundmutter o. Kopfplatte wählen",null,null,null,null,null,null,"LC45/50; gerissen",null,null,180,60]
[null,"Betongüte","C 20/25 (LP); gerissen",null,null,null,null,null,null,null,null,null,"LC50/55; gerissen",null,null,200]
[null,"Rohdichte ρ",1800,"[kg/m3]",null,{"$f":"MID(C13,3,2)","v":"20"},null,null,null,null,null,null,"LC55/60; gerissen"]
[null,"Kopfbolzen","Bundmutter HPA-FN A4 M20",null,null,null,null,null,null,null,null,null,"einreihige Anordnung",null,null,null,null,"Hebel Dübel 2",{"$f":"C7-C17-C9","v":1190},"[mm]"]
[null,"Randabstand cK",400,"[mm]",null,null,null,null,null,null,null,null,"zweireihige Anordnung",null,null,null,null,"Hebel Dübel 1",{"$f":"C7-C9","v":1190},"[mm]"]
[null,"Reihenabstand s1",0,"[mm]",null,null,null,null,null,null,null,null,"Reibungskraft FR",null,{"$f":"(((C7+C16+350)*C18)+101500)*(IF(N2=0,2500,C14)/100000000*0.63)","v":6.0519375000000002},"kN/m",{"$f":"MAX(C26-O17,0.001)","v":81.748062500000003},"kN/m"]
[null,"Kappenhöhe hK",145,"[mm]",null,null,null,null,null,null,null,null,null,null,"V auf HPA",null,"V wirkt auf Anschlussbewehrung: nur N aus M + indirekte V"]
[null,"Betondeckung Kopfbolzen cnom",30,"[mm]",null,null,null,null,null,null,null,null,"Einwirkungen Mittelbereich ",null,"Reihe 1","Reihe 2","Reihe 1","Reihe 2"]
[null,"Höhe Kopfbolzen",{"$f":"W44","v":3},"[mm]",null,null,null,null,null,null,null,null,"direkte Einw. N aus M","NSd  [kN/A]",{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16)),(C25*1000/(C7-C9)))*J28/1000","v":16.596638655462186},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15)),0)*J28/1000","v":0},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16)),(C25*1000/(C7-C9)))*J28/1000","v":16.596638655462186},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15)),0)*J28/1000","v":0}]
[null,"Verankerungslänge hef,neu",{"$f":"T67","v":112},"[mm]",null,null,null,null,null,null,null,null,"dir.+indir. Einw. Stahl TW/Kappe","VSd,y  [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",(Q17/1000*J28)+C29,(((Q17/2)/1000*J28)+(C29)))","v":52.874031250000002},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,(((Q17)/2)/1000*J28)+(C29))","v":0},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",C29,C29)","v":12},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29)","v":0}]
[null,"gewählte Gesamtänge HPA",{"$f":"C10+C21+C20+H80","v":303},"[mm]",null,null,null,null,null,null,null,null,"dir.+indir. Einw. Beton TW","VSd,y  [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",(Q17/1000*J28)+C29,(((Q17/2)/1000*J28)+(C29)))","v":52.874031250000002},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,(((Q17)/2)/1000*J28)+(C29))","v":0},{"$f":"C29","v":12},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29)","v":0}]
[null,"direkte Einwirkungen",null,null,null,null,null,null,null,null,null,null,"dir.+indir. Einw. Beton Kappe","VSd,y  [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",(Q17/1000*J28)+C29,((Q17)/2/1000*J28)+(C29))","v":52.874031250000002},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,((Q17)/2/1000*J28)+C29)","v":0},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",C29,C29)","v":12},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29)","v":0},null,null,null,{"$f":"Q37","v":"Kappenanker HPA M16"},{"$f":"Q38","v":"Kappenanker HPA M20"},{"$f":"Q39","v":"Kappenanker HPA M24"},{"$f":"Q40","v":0},{"$f":"Q41","v":0}]
[null,"direkte Einwirkung","Anprall KFZ-Rückhaltesystem",null,null,null,null,null,null,null,null,null,"Einwirkungen Randbereich ",null,"Reihe 1","Reihe 2","Reihe 1","Reihe 2",null,null,{"$f":"Tragwerk!A16","v":"cmin gerissener Beton"},{"$f":"Tragwerk!B16","v":50},{"$f":"Tragwerk!C16","v":55},{"$f":"Tragwerk!D16","v":60},{"$f":"Tragwerk!D16","v":60},{"$f":"Tragwerk!D16","v":60},{"$f":"INDEX($V$24:$X$28,1,MATCH($C$4,$V$23:$X$23))","v":55},"c",{"$f":"AA24","v":55}]
[null,"Moment MEd,y,direkt / m",39.5,"[kNm/m]",null,"optimierter Betonverbinder HPA mit hef,Tragwerk = ",null,null,null,{"$f":"AD83&\" mm :\"","v":"177 mm :"},null,null,"direkte Einw. N aus M","NSd",{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16))-N16,(C25*1000/(C7-C9))-N15)*J32/1000","v":16.596638655462186},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15))-N16,0)*J32/1000","v":0},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16))-N16,(C25*1000/(C7-C9))-N15)*J32/1000","v":16.596638655462186},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15))-N16,0)*J32/1000","v":0},null,null,{"$f":"Tragwerk!A17","v":"smin gerissener Beton"},{"$f":"Tragwerk!B17","v":75},{"$f":"Tragwerk!C17","v":90},{"$f":"Tragwerk!D17","v":115},{"$f":"Tragwerk!D17","v":115},{"$f":"Tragwerk!D17","v":115},{"$f":"INDEX($V$24:$X$28,2,MATCH($C$4,$V$23:$X$23))","v":90},"s",{"$f":"AA25","v":90}]
[null,"Querkraft VEd,y,direkt / m",87.8,"[kN/m]",null,{"$f":"Z110","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"},null,null,null,null,null,null,"dir.+indir. Einw. Stahl TW/Kappe","VSd,y/x [kN/A]",{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C29,2))),SQRT((POWER(((Q17/2)/1000*J32)+(C30),2))+(POWER((C29),2)))))","v":54.218660815497614},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17)/2)/1000*J32)+(C30),2))+(POWER((C29),2)))))","v":0},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER(C30,2))+(POWER(C29,2))),SQRT((POWER((C30),2))+(POWER((C29),2)))))","v":16.970562748477139},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((C30),2))+(POWER((C29),2)))))","v":0},null,null,null,null,null,null,null,null,null,"h",{"$f":"AA28","v":221}]
[]
[null,"indirekte Einwirkungen",null,null,null,"Abstand Mittelbereich sx,Mitte",null,null,null,500,"[mm]",null,"dir.+indir. Einw. Beton TW","VSd,y/x [kN/A]",{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C29,2))),SQRT((POWER(((Q17/2)/1000*J32)+(C30),2))+(POWER((C29),2)))))","v":54.218660815497614},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17)/2)/1000*J32)+(C30),2))+(POWER(C30,2))))","v":0},{"$f":"SQRT((POWER(C30,2))+(POWER(C29,2)))","v":16.970562748477139},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((C30),2)+(POWER(C30,2)))))","v":0},null,null,{"$f":"Tragwerk!A20","v":"hT,ef + 2 do"},{"$f":"Tragwerk!B20","v":213},{"$f":"Tragwerk!C20","v":221},{"$f":"Tragwerk!D20","v":233},176,176,{"$f":"INDEX($V$24:$X$28,5,MATCH($C$4,$V$23:$X$23))","v":221},"HT/hTef",{"$f":"IF(AND(C4=\"Kappenanker HPA M16\",(C8-C10)<36),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M16\",(C8-AD73)<36),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M16\",(C8-AG73)<36),1,0)","v":0}]
[null,"Mitte: VEd,y,indirekt",{"$f":"E111","v":12},"[kN/HPA]",null,{"$f":"IF(Q56=0,\"Verankerung Mittelbereich zulässig\",\"Verankerung Mittelbereich nicht zulässig\")","v":"Verankerung Mittelbereich zulässig"},null,null,null,null,null,null,"dir.+indir. Einw. Beton Kappe","VSd,y/x [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C30,2))),SQRT((POWER(((Q17/2)/1000*J32)+(C30),2))+(POWER(C30,2))))","v":54.218660815497614},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17/2))/1000*J32)+(C30),2))+(POWER(C30,2))))","v":0},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER(C30,2))+(POWER(C29,2))),SQRT((POWER((C30),2)+(POWER(C29,2)))))","v":16.970562748477139},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER(C30,2))+(POWER(C30,2))))","v":0},null,null,"2 do",36,44,56,0,0,{"$f":"INDEX($V$24:$X$29,6,MATCH($C$4,$V$23:$X$23))","v":44},null,{"$f":"IF(AND(C4=\"Kappenanker HPA M20\",(C8-C10)<44),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M20\",(C8-AD73)<44),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M20\",(C8-AG73)<44),1,0)","v":0}]
[null,"Rand: VEd,x/y,indirekt",{"$f":"E111","v":12},"[kN/HPA]",null,null,null,null,null,null,null,null,null,"Winkel TW VSd,y/x [°]",{"$f":"DEGREES(ATAN(C30/(C30+(Q17/1000*J32))))","v":12.786928023386031},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",DEGREES(ATAN(C30/(C30+(Q17)/1000*J32))),DEGREES(ATAN((C30/2)/((C30/2)+(((Q17)/2)/1000*J32)))))","v":12.786928023386031},{"$f":"IF(C3=\"Sonderfall ohne indirekte Einw.\",0,45)","v":45},{"$f":"IF(C3=\"Sonderfall ohne indirekte Einw.\",0,45)","v":45},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(C4=\"Kappenanker HPA M24\",(C8-C10)<56),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M24\",(C8-AD73)<56),1,0)","v":0},{"$f":"IF(AND(C4=\"Kappenanker HPA M24\",(C8-AG73)<56),1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"VSd,y/x [kN/A]"]
[null,"Übertragung direkte / indirekte Querkraft-Einwirkungen",null,null,null,"Abstand Randbereich (6 m vor ÜKO) sx,Rand",null,null,null,500,"[mm]",null,null,"Winkel Kappe VSd,y/x [°]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",DEGREES(ATAN(C30/(C30+(Q17)/1000*J32))),DEGREES(ATAN((C30/2)/((C30/2)+(((Q17)/2)/1000*J32)))))","v":12.786928023386031},{"$f":"DEGREES(ATAN(C30/(C30+((Q17)/1000*J32))))","v":12.786928023386031},{"$f":"IF(C3=\"Sonderfall ohne indirekte Einw.\",0,45)","v":45},{"$f":"IF(C3=\"Sonderfall ohne indirekte Einw.\",0,45)","v":45},"45° wird nicht benötigt, weil in Kappe kein Betonkantenbruch berechnet wird",null,null,null,null,null,"hT,eff,min gewählt",null,null,"Summe",{"$f":"SUM(AC28:AC31)","v":0},{"$f":"SUM(AD28:AD30)","v":0},{"$f":"SUM(AE28:AE30)","v":0}]
[null,"Querkraft Kappe → Tragwerk","Kappenverankerung HPA",null,null,{"$f":"IF(Q71=0,\"Verankerung Randbereich zulässig\",\"Verankerung Randbereich nicht zulässig\")","v":"Verankerung Randbereich zulässig"},null,null,null,null,null,null,null,null,null,null,"Dübelwahl C4","hT,eff,min","do","hk,eff","hTeff","hk gewählt","Bohrdurchmesser für Betondeckung unter Bohrloch",null,null,null,null,null,"2xdo mit htef gewählt","2xdo mit hTef mit längerem HPA","2xdo mit hTef mit küzerem HPA"]
[]
[]
[]
[null,"Ergebnisse",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Kappenanker HPA M16",100,18,null,null,null,{"$f":"VLOOKUP(C4,Q37:U42,3)","v":22},null,{"$f":"VLOOKUP(C4,Q37:U42,2)","v":100}]
[null,"Mittelbereich",null,null,null,null,null,null,null,null,null,null,"Anprall KFZ-Rückhaltesystem",null,null,null,"Kappenanker HPA M20",100,22,null,null,null,null,"Mindesttragwerkhöhe"]
[null,null,null,"Tragwerk",null,"Kappe",null,"Tragwerk",null,"Kappe",null,null,"Anprall Schrammbord",null,null,null,"Kappenanker HPA M24",100,28,null,null,null,null,{"$f":"MAX(C10+2*W37,C10)","v":224}]
[null,null,null,"Einwirkungen HPA-Reihe 1",null,null,null,"Einwirkungen HPA-Reihe 2",null,null,null,null,"Wind auf Lärmschutzwand"]
[null,"Zugkraft-Einwirkung","NEd",{"$f":"O20","v":16.596638655462186},"[kN]",{"$f":"O20","v":16.596638655462186},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P20)","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P20)","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,"Anschlussbewehrung"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Kappenverankerung HPA",null,null,"Mitte"]
[null,"Querkraft-Einwirkung","VEd,y",{"$f":"Tragwerk!B93","v":52.874031250000002},"[kN]",{"$f":"Kappe!B84","v":52.874031250000002},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!G93)","v":""},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",Kappe!G84,\"\")","v":""},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":""},null,null,"Schubschwelle",null,null,"Dübelreihe 1","Dübelreihe 2",null,"Dübelauswahl",null,"Höhe Kopfbolzen HK","gewählt","max. mögl. Verank.-länge Kopf hkeff = Hk - cnom - HK1",null,"dp Mutter","A Mutter maßgeb.","dp Kopfplatte/U-Sch.",null,"A Kopfplatte/U-Scheibe maßgeb.","Dübel-Durchm."]
[null,null,null,"Widerstände HPA-Reihe 1",null,null,null,"Widerstände HPA-Reihe 2",null,null,null,null,null,null,null,"Ausnutz Tragw.",{"$f":"IF(D41>D45,1,0)","v":0},{"$f":"IF(H41>H45,1,0)","v":0},null,"Kappenanker HPA M16",null,{"$f":"IF(C15=\"Bundmutter HPA-FN A4 M16\",2.4,IF(C15=\"U-Scheibe 50x3 + Muttern M16\",16,13))","v":13},{"$f":"VLOOKUP(C4,T44:V46,3)","v":3},{"$f":"C18-C19-V44","v":102},null,{"$f":"IF(C15=\"Bundmutter A4 M16\",34.5,24)","v":24},{"$f":"IF(C15=\"Bundmutter A4 M16\",734,251)","v":251},{"$f":"IF(C15=\"U-Scheibe 50x3 + Muttern M16\",50,\"-\")","v":"-"},null,{"$f":"IF(C15=\"U-Scheibe 50x3 + Muttern M16\",1762,\"-\")","v":"-"},16]
[null,"Zug, Betonausbruch ","NRd,c",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E52,39)","v":77.930145892901294},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,25)","v":39.314322185291317},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J52,39))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J36,25))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,"Zustand I",null,null,{"$f":"IF(D41>D46,1,0)","v":0},{"$f":"IF(H41>H46,1,0)","v":0},null,"Kappenanker HPA M20",null,{"$f":"IF(C15=\"Bundmutter HPA-FN A4 M20\",3,IF(C15=\"U-Scheibe 60x4 + Muttern M20\",20,16))","v":3},null,{"$f":"C18-C19-V45","v":112},null,{"$f":"IF(C15=\"Bundmutter A4 M20\",42.8,30)","v":30},{"$f":"IF(C15=\"Bundmutter A4 M20\",1125,393)","v":393},{"$f":"IF(C15=\"U-Scheibe 60x4 + Muttern M20\",60,50)","v":50},null,{"$f":"IF(C15=\"U-Scheibe 60x4 + Muttern M20\",2513,1649)","v":1649},20]
[null,"Zug, Herausziehen","NRd,p",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E52,28)","v":90.757121103705146},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,13)","v":49.125000000000007},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J52,28))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J36,13))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,"Zustand II",null,null,{"$f":"IF(D42>D47,1,0)","v":0},{"$f":"IF(H42>H47,1,0)","v":0},null,"Kappenanker HPA M24",null,{"$f":"IF(C15=\"Bundmutter A4 M24\",4,IF(C15=\"U-Scheibe 72x5 + Muttern M24\",24,19))","v":19},null,{"$f":"C18-C19-V46","v":96},null,{"$f":"IF(C15=\"Bundmutter A4 M24\",51,36)","v":36},{"$f":"IF(C15=\"Bundmutter A4 M24\",1590,565)","v":565},{"$f":"IF(C15=\"U-Scheibe 72x5 + Muttern M24\",72,70)","v":70},null,{"$f":"IF(C15=\"U-Scheibe 72x5 + Muttern M24\",3619,3396)","v":3396},24]
[null,"Querkraft, Stahlversagen","VRd,s",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E69,56)","v":55},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,49)","v":55},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J69,56),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J60,49),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,null,{"$f":"IF(D43>D48,1,0)","v":0},{"$f":"IF(H43>H48,1,0)","v":0}]
[null,"Querkraft, Betonversagen","VRd,c/cp",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E92,79)","v":155.86029178580259},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E67,56)","v":78.628644370582634},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J92,79),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J67,56),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,"berücksichtigen",null,null,{"$f":"IF(D49>100.9,1,0)","v":0},{"$f":"IF(H49>100.9,1,0)","v":1}]
[null,"Ausnutzung Stahl / Beton  ≤ 100 [%]",null,{"$f":"MAX(Tragwerk!$B$105*100,Tragwerk!$B$106*100)","v":96.134602272727278},"[%]",{"$f":"MAX(Kappe!$B$96*100,Kappe!$B$97*100)","v":96.134602272727278},"[%]",{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Tragwerk!$G$105*100,Tragwerk!$G$106*100),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Kappe!G96*100,Kappe!G97*100),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":""},null,null,"nicht berücksichtigen",null,"Ausnutz Kappe",{"$f":"IF(F41>F45,1,0)","v":0},{"$f":"IF(J41<=J45,0,1)","v":0},"Kopfbolzenart","An","d kopf","An gewählt","An maßgeb.","dp Mutter maßgeb","Dimension Kopf","dp- mu gew.","An,mutter gewählt","dp,KP/U gewählt",null,"An,kp gewählt","D gewählt"]
[null,"Randbereich (je 6 m vor ÜKO)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F41>F46,1,0)","v":0},{"$f":"IF(J41<=J46,0,1)","v":0},"Bundmutter HPA-FN A4 M16",734,34.5,{"$f":"VLOOKUP(C15,S50:T59,2)","v":1125},{"$f":"V50","v":1125},{"$f":"VLOOKUP(C15,S50:U59,3)","v":42.8},16,{"$f":"VLOOKUP(C4,T44:Z46,7)","v":30},{"$f":"VLOOKUP(C4,T44:AA46,8)","v":393},{"$f":"VLOOKUP(C4,T44:AB46,9)","v":50},null,{"$f":"VLOOKUP(C4,T44:AD46,11)","v":1649},{"$f":"VLOOKUP(C4,T44:AE46,12)","v":20}]
[null,null,null,"Tragwerk",null,"Kappe",null,"Tragwerk",null,"Kappe",null,null,null,null,null,null,{"$f":"IF(F42>F47,1,0)","v":0},{"$f":"IF(J42<=J47,0,1)","v":0},"Bundmutter HPA-FN A4 M20",1125,42.8,null,null,null,20]
[null,null,null,"Einwirkungen HPA-Reihe 1",null,null,null,"Einwirkungen HPA-Reihe 2",null,null,null,null,null,null,null,null,{"$f":"IF(F43>F48,1,0)","v":0},{"$f":"IF(J43<=J48,0,1)","v":0},null,1649,50,null,null,null,20]
[null,"Zugkraft-Einwirkung","NEd",{"$f":"O25","v":16.596638655462186},"[kN]",{"$f":"O25","v":16.596638655462186},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P25)","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P25)","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,null,{"$f":"IF(F49>100.9,1,0)","v":0},{"$f":"IF(J49>100.9,1,0)","v":1},null,3396,70,null,null,null,24]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"einreihig",{"$f":"IF(SUM(Q44:Q53)=0,0,1)","v":0},null,"Sechskantmutter A4 M16",251,24,null,null,null,16]
[null,"Querkraft-Einwirkung","VEd,x/y",{"$f":"Tragwerk!M93","v":54.218660815497614},"[kN]",{"$f":"Kappe!L84","v":54.218660815497614},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!R93)","v":""},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",Kappe!Q84,\"\")","v":""},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":""},null,null,null,null,"zweireihig",{"$f":"IF(SUM(Q44:R53)=0,0,1)","v":1},null,"Sechskantmutter A4 M20",393,30,null,null,null,20]
[null,null,null,"Widerstände HPA-Reihe 1",null,null,null,"Widerstände HPA-Reihe 2",null,null,null,null,null,null,null,"relevant",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",Q54,Q55)","v":0},null,"Sechskantmutter A4 M24",565,36,null,null,null,24]
[null,"Zug, Betonausbruch ","NRd,c",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O52,39)","v":77.930145892901294},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,25)","v":39.314322185291317},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T52,39))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S36,25))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,null,"Rand",null,"U-Scheibe 50x3 + Muttern M16",1762,50,null,null,null,16]
[null,"Zug, Herausziehen","NRd,p",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O52,28)","v":90.757121103705146},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,13)","v":49.125000000000007},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T52,28))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S36,13))","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,null,"Dübelreihe 1","Dübelreihe 2","U-Scheibe 60x4 + Muttern M20",2513,60,null,null,null,20]
[null,"Querkraft, Stahlversagen","VRd,s",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O69,56)","v":55},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,49)","v":55},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T69,56),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S60,49),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,"Ausnutz Tragw.",{"$f":"IF(D53>D57,1,0)","v":0},{"$f":"IF(H53>H57,1,0)","v":0},"U-Scheibe 72x5 + Muttern M24",3619,72,null,null,null,24]
[null,"Querkraft, Betonversagen","VRd,c/cp",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O92,79)","v":155.86029178580259},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N67,56)","v":78.628644370582634},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T92,79),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S67,56),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":""},null,null,null,null,null,{"$f":"IF(D53>D58,1,0)","v":0},{"$f":"IF(H53>H58,1,0)","v":0}]
[null,"Ausnutzung Stahl / Beton  ≤ 100 [%]",null,{"$f":"MAX(Tragwerk!$M$105*100,Tragwerk!$M$106*100)","v":100.45382699252885},"[%]",{"$f":"MAX(Kappe!L96*100,Kappe!L97*100)","v":100.45382699252885},"[%]",{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Tragwerk!$R$105*100,Tragwerk!$R$106*100),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Kappe!Q96*100,Kappe!Q97*100),\"\")","v":""},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":""},null,null,null,null,null,{"$f":"IF(D54>D59,1,0)","v":0},{"$f":"IF(H54>H59,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D55>D60,1,0)","v":0},{"$f":"IF(H55>H60,1,0)","v":0},"Kopfplatte HPA-K M20x50x16"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D61>100.9,1,0)","v":0},{"$f":"IF(H61>100.9,1,0)","v":1},"Kopfplatte HPA-K M24x70x19"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ausnutz Kappe",{"$f":"IF(F53>F57,1,0)","v":0},{"$f":"IF(J53>J57,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F53>F58,1,0)","v":0},{"$f":"IF(J53>J58,1,0)","v":0},null,null,null,null,null,"gewählt",{"$f":"VLOOKUP(C15,S50:Y59,7)","v":20},"für S-Verweis Alphabet berücksichtigen!"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F54>F59,1,0)","v":0},{"$f":"IF(J54>J59,1,0)","v":0},null,"max. mögl. Kopfbolzen-Verank.-tiefe hef,neu = hk - cnom - Höhe Kopfbolzen"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F55>F60,1,0)","v":0},{"$f":"IF(J55>J60,1,0)","v":0},null,{"$f":"C18-C19-W44","v":112}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F61>100.9,1,0)","v":0},{"$f":"IF(J61>100.9,1,0)","v":1}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"einreihig",{"$f":"IF(SUM(Q59:Q68)=0,0,1)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"zweireihig",{"$f":"IF(SUM(Q59:R68)=0,0,1)","v":1},null,"gewählter Dübel-Ø","Dübel-Durchm.","Dübellänge l vorh","Art. ohne Art.-Nr. sind Sopo",null,"Auswahl kurz/lang lt. Artikel",null,null,"kürzerer HPA gewählt nach Art.-Nr:",null,null,"längerer HPA ohne Check hT mit 2xdo",null,null,"kürzerer HPA ohne Check hT mit 2xdo"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"relevant",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",Q69,Q70)","v":0},null,{"$f":"AE50","v":20},16,{"$f":"IF(S75<200,S75,)","v":0},{"$f":"\"HPA A4 M16x\"&(U71) &\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M16x0 inkl. Mutter und Stauscheibe"},null,null,null,{"$f":"IF(S71=16,VLOOKUP(X72,U71:V77,2),IF(S71=20,VLOOKUP(X80,U78:V86,2),IF(S71=24,VLOOKUP(X88,U87:V92,2))))","v":"HPA A4 M20x300 inkl. Mutter und Stauscheibe (2458873)"},null,null,null,{"$f":"IF(S71=16,VLOOKUP(X73,U71:U77,1),IF(S71=20,VLOOKUP(X81,U78:U86,1),IF(S71=24,VLOOKUP(X89,U87:U92,1))))","v":330},null,null,{"$f":"IF(S71=16,VLOOKUP(X72,U71:U77,1),IF(S71=20,VLOOKUP(X80,U78:U86,1),IF(S71=24,VLOOKUP(X88,U87:U92,1))))","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"exakte Mindestlänge mit hT,ef gewählt aus C22:",16,200,"HPA A4 M16x200 inkl. Mutter und Stauscheibe (2458856) ",null,{"$f":"LOOKUP(S75,U71:U77)","v":305},null,null,"längerer HPA gewählt nach Art.-Nr:",null,null,"hT,vorh mit längerem HPA",null,null,"hT,vorh mit kürzerem HPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"C22","v":303},16,220,"HPA A4 M16x220 inkl. Mutter und Stauscheibe (2458857)",null,{"$f":"IF(S75<300,INDEX(U71:U77,MATCH(S75,U71:U77,1)+1),ROUNDUP(S75,-1))","v":310},null,{"$f":"IF(S71=16,VLOOKUP(X73,U71:V77,2),IF(S71=20,VLOOKUP(X81,U78:V86,2),IF(S71=24,VLOOKUP(X89,U87:V92,2))))","v":"HPA A4 M20x330 inkl. Mutter und Stauscheibe (2330226)"},null,null,null,{"$f":"AD71-C20-C21-H80","v":207},null,null,{"$f":"AG71-C20-C21-H80","v":177}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"auf 0 und 5 gerundete Mindestlänge mit hT,ef gewählt aus C22:",16,240,"HPA A4 M16x240 inkl. Mutter und Stauscheibe (2458858)",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis",null,null,"hT,max. möglich mit HPA Durchmesser"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"ROUND(C22/5,0)*5","v":305},16,260,"HPA A4 M16x260 inkl. Mutter und Stauscheibe (2458859)",null,null,null,{"$f":"IF(AE32=0,Z71,Z73)","v":"HPA A4 M20x300 inkl. Mutter und Stauscheibe (2458873)"},null,null,null,{"$f":"C8-2*W37","v":236}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,300,"HPA A4 M16x300 inkl. Mutter und Stauscheibe (2458860)",null,null,null,null,null,null,null,"längerer HPA mit Check hT mit 2xdo",null,null,"kürzerer HPA mit Check hT mit 2xdo"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75>U76,S75,)","v":305},{"$f":"\"HPA A4 M16x\"&(U77)&\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M16x305 inkl. Mutter und Stauscheibe"},null,null,null,null,null,null,null,{"$f":"IF(AD32=1,\"längerer HPA nicht ok\",\"längerer HPA ist ok\")","v":"längerer HPA ist ok"},null,null,{"$f":"IF(AE32=1,\"kürzerer HPA nicht ok\",\"kürzerer HPA ist ok\")","v":"kürzerer HPA ist ok"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U78)&\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M20x0 inkl. Mutter und Stauscheibe"},null,null,null,null,"projektspez. Art.-Set wenn 2 x do nicht ok",null,null,"Auslastung in TW ok?"]
[null,null,"Dicke für Nachweis","maßg. Dicke für Nachweis ohne Hebel bis 10 mm ","ohne V mit Hebel","Dicke für Dübel-Länge",null,"Dicke für Dübel-Länge",null,null,null,null,null,null,null,null,null,null,null,20,220,"HPA A4 M20x220 inkl. Mutter und Stauscheibe (2458870)",null,null,null,{"$f":"\"HPA A4 spez. M\"&S71&\"x\"&S75","v":"HPA A4 spez. M20x305"},null,null,null,null,null,{"$f":"IF(OR(AND(D49<100.9,D61<100.9,G5=\"einreihige Ankeranordnung\"),AND(D49<100.9,D61<100.9,H49<100.9,H61<100.9)),\"ok\",\"nicht ok\")","v":"ok"},"(nur informativ!)"]
[null,"Bitumen-Schweißbahn einlagig + Schutzlage, Dicke 8 mm",0,{"$f":"VLOOKUP(F4,B80:C85,2,0)","v":0},{"$f":"IF(F4=\"Bitumen-Schweißbahn zweilagig + Schutzlage, Dicke 13 mm\",1,0)","v":0},8,null,{"$f":"VLOOKUP(F4,B80:F85,5,0)","v":8},null,null,null,null,null,null,null,null,null,null,null,20,240,"HPA A4 M20x240 inkl. Mutter und Stauscheibe (2458871)",null,{"$f":"LOOKUP(S75,U78:U86)","v":300},null,null,"(wird nicht mehr benötigt weil in Z71 drin)",null,null,"Länge HPA für Nachweis und Ausdruck"]
[null,"Bitumen-Schweißbahn einlagig, Dicke 5 mm",0,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"HPA A4 M20x260 inkl. Mutter und Stauscheibe (2458872)",null,{"$f":"IF(S75<400,INDEX(U78:U86,MATCH(S75,U78:U86,1)+1),ROUNDUP(S75,-1))","v":330},null,null,null,null,null,{"$f":"IF(AE32=0,AG71,IF(AD32=0,AD71,S75))","v":300}]
[null,"Bitumen-Schweißbahn zweilagig + Schutzlage, Dicke 13 mm",13,null,null,13,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"HPA A4 M20x300 inkl. Mutter und Stauscheibe (2458873)",null,null,null,null,null,null,null,"tatsächliche hT,ef für Ausdruck, Menge HIT und Nachweise!"]
[null,"Bitumen-Schweißbahn zweilagig, Dicke 10 mm",0,null,null,10,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"HPA A4 M20x330 inkl. Mutter und Stauscheibe (2330226)",null,null,null,null,null,null,null,{"$f":"AD81-C20-C21-H80","v":177}]
[null,"Flüssigkunststoff-Abdichtung, Dicke 3 mm",0,null,null,3,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"HPA A4 M20x350 inkl. Mutter und Stauscheibe (2458874)"]
[null,"keine Dichtung vorhanden, Dicke 0 mm",0,null,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,20,400,"HPA A4 M20x400 inkl. Mutter und Stauscheibe (2458875)",null,null,null,null,null,null,null,"HIT-Menge für Stauscheibe"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U85,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U86)&\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M20x0 inkl. Mutter und Stauscheibe"},null,null,null,null,null,null,null,{"$f":"IF(S71=16,30,IF(S71=20,25,IF(S71=24,20,)))","v":25},"ml/HPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<240,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U87)&\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M24x0 inkl. Mutter und Stauscheibe"},null,null,null,null,null,null,null,"HIT-Menge erforderlich je HPA (Neubau, Instandsetzung)"]
[null,"Betrachtung für benötigte Längen bei:",null,"145/150",230,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"HPA A4 M24x240 inkl. Mutter und Stauscheibe (2458876)",null,{"$f":"LOOKUP(S75,U87:U92)","v":300},null,null,null,null,null,{"$f":"(AD83*PI()*((W37+2)*(W37+2)-(S71-2)*(S71-2))/4000)+AD86","v":60.031899680179784},"ml/HPA"]
[null,"hT,ef = 120 mm ","cnom = 0",280,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"HPA A4 M24x260 inkl. Mutter und Stauscheibe (2458877)",null,{"$f":"IF(S75<450,INDEX(U87:U92,MATCH(S75,U87:U92,1)+1),ROUNDUP(S75,-1))","v":450},null,null,null,null,null,"HIT-Menge erforderlich je HPA (nachträgl. Kappenverankerung)"]
[null,"HK = 145/150 und 230 mm","cnom = 30",250,330,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"HPA A4 M24x300 inkl. Mutter und Stauscheibe (2458878)",null,null,null,null,null,null,null,{"$f":"(((T67+H80+AD83)*PI()*((W37+2)*(W37+2)-(S71-2)*(S71-2)))/4000)+20","v":78.782340141318628},"ml/HPA"]
[null,"einlag.+V13/zweilagig +V13","cnom = 50",230,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,450,"HPA A4 M24x450 inkl. Mutter und Stauscheibe (2458879)",null,null,null,null,null,null,null,"HIT maßgebend nach BV"]
[null,null,"cnom = 60",220,300,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U91,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U92)&\" inkl. Mutter und Stauscheibe\"","v":"HPA A4 M24x0 inkl. Mutter und Stauscheibe"},null,null,null,null,null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",AD90,AD88)","v":60.031899680179784},"ml/HPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art.-Nr. nachträgl. Kappenverank. ohne HIW",null,null,null,null,null,null,null,null,{"$f":"ROUNDUP(AD92,0)","v":61},"ml/HPA aufgerundet"]
[null,"Betrachtung für benötigte Längen bei:",null,"145/150",230,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75<200,S75,)","v":0},{"$f":"\"HPA A4 M16x\"&(U94)&\" inkl. Mutter\"","v":"HPA A4 M16x0 inkl. Mutter"}]
[null,"hT,ef = 140 mm ","cnom = 0",300,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,200,"HPA A4 M16x200 inkl. Mutter (2458487)",null,{"$f":"LOOKUP(S75,U94:U100)","v":305}]
[null,"HK = 145/150 und 230 mm","cnom = 30",270,350,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,220,"HPA A4 M16x220 inkl. Mutter (2458488)",null,{"$f":"IF(S75<300,INDEX(U94:U100,MATCH(S75,U94:U100,1)+1),ROUNDUP(S75,-1))","v":310}]
[null,"einlag.+V13/zweilagig +V13","cnom = 50",250,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,240,"HPA A4 M16x240 inkl. Mutter (2458489)",null,null,null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,"cnom = 60",240,320,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,260,"HPA A4 M16x260 inkl. Mutter (2458830)",null,null,null,{"$f":"IF(S71=16,VLOOKUP(X95,U94:V100,2),IF(S71=20,VLOOKUP(X102,U101:V109,2),IF(S71=24,VLOOKUP(X111,U110:V115,2))))","v":"HPA A4 M20x300 inkl. Mutter (2458835)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,300,"HPA A4 M16x300 inkl. Mutter (2458831)",null,null,null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,"Vorschlag: ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75>U99,S75,)","v":305},{"$f":"\"HPA A4 M16x\"&(U100)&\" inkl. Mutter\"","v":"HPA A4 M16x305 inkl. Mutter"},null,null,null,{"$f":"IF(S71=16,VLOOKUP(X96,U94:V100,2),IF(S71=20,VLOOKUP(X103,U101:V109,2),IF(S71=24,VLOOKUP(X112,U110:V115,2))))","v":"HPA A4 M20x330 inkl. Mutter (2332049)"}]
[null,"M16: 240 und 300",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U101)&\" inkl. Mutter\"","v":"HPA A4 M20x0 inkl. Mutter"},null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,"M20/24: 240 und 250 wird 260, 270 kann auch auf 300 mit hT=170 gebracht werden: ergibt je 4 Größen: 260 / 300 / 330 / 350",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"HPA A4 M20x220 inkl. Mutter (2458832)",null,{"$f":"LOOKUP(S75,U101:U109)","v":300},null,{"$f":"IF(AE32=0,Z98,Z100)","v":"HPA A4 M20x300 inkl. Mutter (2458835)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"HPA A4 M20x240 inkl. Mutter (2458833)",null,{"$f":"IF(S75<400,INDEX(U101:U109,MATCH(S75,U101:U109,1)+1),ROUNDUP(S75,-1))","v":330}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"HPA A4 M20x260 inkl. Mutter (2458834)"]
[null,"Vsd,x/y aus Zwang ensprechend Parameterstudie:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"HPA A4 M20x300 inkl. Mutter (2458835)",null,null,null,"Zwischenprüfung:"]
[null,null,null,null,"≤ 1,70 m","1,70 < b ≤ 2,35 m","2,35 < b ≤ 2,85 m","2,85 < b ≤ 3,35 m","3,35 < b ≤ 3,90 m","3,90 < b ≤ 5,00 m","5,00 < b ≤ 6,00 m",null,null,null,null,null,null,null,null,20,330,"HPA A4 M20x330 inkl. Mutter (2332049)",null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",Z102,Z75)","v":"HPA A4 M20x300 inkl. Mutter und Stauscheibe (2458873)"}]
[null,"Instandsetzung Kappe",null,null,{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"≤ 1,70 m\"),12,0)","v":12},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"1,70 < b ≤ 2,35 m\"),15,0)","v":0},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"2,35 < b ≤ 2,85 m\"),18,0)","v":0},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"2,85 < b ≤ 3,35 m\"),22,0)","v":0},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"3,35 < b ≤ 3,90 m\"),25,0)","v":0},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"3,90 < b ≤ 5,00 m\"),27.5,0)","v":0},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"5,00 < b ≤ 6,00 m\"),30,0)","v":0},null,null,null,null,null,null,null,null,20,350,"HPA A4 M20x350 inkl. Mutter (2458836)",null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",Z139,Z124)","v":"HPA A4 M20x300 mit Kopfplatte und Stauscheibe"}]
[null,"Neubau Kappe und Überbau",null,null,{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"≤ 1,70 m\"),8,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"1,70 < b ≤ 2,35 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"2,35 < b ≤ 2,85 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"2,85 < b ≤ 3,35 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"3,35 < b ≤ 3,90 m\"),14,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"3,90 < b ≤ 5,00 m\"),16.5,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"5,00 < b ≤ 6,00 m\"),17.5,0)","v":0},null,null,null,null,null,null,null,null,20,400,"HPA A4 M20x400 inkl. Mutter (2458851)",null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",\"Nachträgliche Kappenverankerung mit Bundmutter nicht möglich.\",Z155)","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"}]
[null,"Nachträgliche Kappenverankerung",null,null,{"$f":"IF(AND(C3=\"Nachträgliche Kappenverankerung\",C12=\"≤ 1,70 m\"),8,0)","v":0},{"$f":"IF(AND(C3=\"Nachträgliche Kappenverankerung\",C12=\"1,70 < b ≤ 2,35 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Nachträgliche Kappenverankerung\",C12=\"2,35 < b ≤ 2,85 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Nachträgliche Kappenverankerung\",C12=\"2,85 < b ≤ 3,35 m\"),13,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"3,35 < b ≤ 3,90 m\"),14,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"3,90 < b ≤ 5,00 m\"),16.5,0)","v":0},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"5,00 < b ≤ 6,00 m\"),17.5,0)","v":0},null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U108,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U109)&\" inkl. Mutter\"","v":"HPA A4 M20x0 inkl. Mutter"},null,null,null,{"$f":"IF(OR(C15=\"Bundmutter HPA-FN A4 M16\",C15=\"Bundmutter HPA-FN A4 M20\",C15=\"Bundmutter HPA-FN A4 M24\"),\"mit Bundmutter\",IF(OR(C15=\"Sechskantmutter A4 M16\",C15=\"Sechskantmutter A4 M20\",C15=\"Sechskantmutter A4 M24\"),\"mit Mutter\",\"mit Kopfplatte\"))","v":"mit Bundmutter"}]
[null,"Sonderfall ohne indirekte Einw.",null,null,0,0,0,0,0,0,0,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<240,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U110)&\" inkl. Mutter\"","v":"HPA A4 M24x0 inkl. Mutter"},null,null,null,{"$f":"IF(Z109=\"mit Kopfplatte\",Z107,IF(Z109=\"mit Bundmutter\",Z108,Z106))","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"}]
[null,"maßgebender Zwang Vsdxy",null,null,{"$f":"MAX(E107:K110)","v":12},null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"HPA A4 M24x240 inkl. Mutter (2458852)",null,{"$f":"LOOKUP(S75,U110:U115)","v":300},null,"(Das wird in Eingabe unter Skizze gezeigt)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"HPA A4 M24x260 inkl. Mutter (2458853)",null,{"$f":"IF(S75<450,INDEX(U110:U115,MATCH(S75,U110:U115,1)+1),ROUNDUP(S75,-1))","v":450},null,{"$f":"IF(Z109=\"mit Kopfplatte\",Z107,IF(Z109=\"mit Bundmutter\",Z108&\"; Einbauart 2d lt. aBG\",Z106))","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043); Einbauart 2d lt. aBG"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"HPA A4 M24x300 inkl. Mutter (2458854)",null,null,null,"(Das wird in Ausdruck übernommen)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,450,"HPA A4 M24x450 inkl. Mutter (2458855)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U114,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U115)&\" inkl. Mutter\"","v":"HPA A4 M24x0 inkl. Mutter"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art.-Nr. Kappenverank. mit HPA-K und mit HIW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U117)&\" mit Kopfplatte und Stauscheibe\"","v":"HPA A4 M20x0 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"HPA A4 M20x220 mit Kopfplatte und Stauscheibe",null,{"$f":"LOOKUP(S75,U117:U125)","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"HPA A4 M20x240 mit Kopfplatte und Stauscheibe",null,{"$f":"IF(S75<380,INDEX(U117:U125,MATCH(S75,U117:U125,1)+1),ROUNDUP(S75,-1))","v":330},null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"HPA A4 M20x260 mit Kopfplatte und Stauscheibe",null,null,null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X118,U117:V125,2),IF(S71=24,VLOOKUP(X127,U126:V131,2))))","v":"HPA A4 M20x300 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"HPA A4 M20x300 mit Kopfplatte und Stauscheibe",null,null,null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"HPA A4 M20x330 mit Kopfplatte und Stauscheibe",null,null,null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X119,U117:V125,2),IF(S71=24,VLOOKUP(X128,U126:V131,2))))","v":"HPA A4 M20x330 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"HPA A4 M20x350 mit Kopfplatte und Stauscheibe",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,400,"HPA A4 M20x400 mit Kopfplatte und Stauscheibe ",null,null,null,{"$f":"IF(AE32=0,Z120,Z122)","v":"HPA A4 M20x300 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U124,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U125)&\" mit Kopfplatte und Stauscheibe\"","v":"HPA A4 M20x0 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<240,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U126)&\" mit Kopfplatte und Stauscheibe\"","v":"HPA A4 M24x0 mit Kopfplatte und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"HPA A4 M24x240 mit Kopfplatte und Stauscheibe ",null,{"$f":"LOOKUP(S75,U126:U131)","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"HPA A4 M24x260 mit Kopfplatte und Stauscheibe",null,{"$f":"IF(S75<450,INDEX(U126:U131,MATCH(S75,U126:U131,1)+1),ROUNDUP(S75,-1))","v":450}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"HPA A4 M24x300 mit Kopfplatte und Stauscheibe"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,450,"HPA A4 M24x450 mit Kopfplatte und Stauscheibe"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U130,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U131)&\" mit Kopfplatte und Stauscheibe\"","v":"HPA A4 M24x0 mit Kopfplatte und Stauscheibe"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"i"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art.-Nr. Kappenverank. mit HPA-K und ohne HIW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U133)&\" mit Kopfplatte\"","v":"HPA A4 M20x0 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"HPA A4 M20x220 mit Kopfplatte",null,{"$f":"LOOKUP(S75,U133:U141)","v":300},null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"HPA A4 M20x240 mit Kopfplatte",null,{"$f":"IF(S75<400,INDEX(U133:U141,MATCH(S75,U133:U141,1)+1),ROUNDUP(S75,-1))","v":330},null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X134,U133:V141,2),IF(S71=24,VLOOKUP(X143,U142:V147,2))))","v":"HPA A4 M20x300 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"HPA A4 M20x260 mit Kopfplatte",null,null,null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"HPA A4 M20x300 mit Kopfplatte",null,null,null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X135,U133:V141,2),IF(S71=24,VLOOKUP(X144,U142:V147,2))))","v":"HPA A4 M20x330 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"HPA A4 M20x330 mit Kopfplatte",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"HPA A4 M20x350 mit Kopfplatte",null,null,null,{"$f":"IF(AE32=0,Z135,Z137)","v":"HPA A4 M20x300 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,400,"HPA A4 M20x400 mit Kopfplatte"]
[null,null,null,null,null,null,null," ",null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U140,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U141)&\" mit Kopfplatte\"","v":"HPA A4 M20x0 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<240,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U142)&\" mit Kopfplatte\"","v":"HPA A4 M24x0 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"HPA A4 M24x240 mit Kopfplatte",null,{"$f":"LOOKUP(S75,U142:U147)","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"HPA A4 M24x260 mit Kopfplatte",null,{"$f":"IF(S75<450,INDEX(U142:U147,MATCH(S75,U142:U147,1)+1),ROUNDUP(S75,-1))","v":450}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"HPA A4 M24x300 mit Kopfplatte"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,450,"HPA A4 M24x450 mit Kopfplatte"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U146,S75,)","v":0},{"$f":"\"HPA A4 M24x\"&(U147)&\" mit Kopfplatte\"","v":"HPA A4 M24x0 mit Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art. Kappenverank. mit Bundmutter und mit HIW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75<200,S75,)","v":0},{"$f":"\"HPA A4 M16x\"&(U149) &\" inkl. Bundmutter M16 und Stauscheibe\"","v":"HPA A4 M16x0 inkl. Bundmutter M16 und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,200,"HPA A4 M16x200 inkl. Bundmutter M16 und Stauscheibe (2459585)",null,{"$f":"LOOKUP(S75,U149:U155)","v":305},null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,220,"HPA A4 M16x220 inkl. Bundmutter M16 und Stauscheibe (2459586)",null,{"$f":"IF(S75<300,INDEX(U149:U155,MATCH(S75,U149:U155,1)+1),ROUNDUP(S75,-1))","v":310},null,{"$f":"IF(S71=16,VLOOKUP(X150,U149:V155,2),IF(S71=20,VLOOKUP(X157,U156:V164,2),IF(S71=24,VLOOKUP(X166,U165:V172,2))))","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,240,"HPA A4 M16x240 inkl. Bundmutter M16 und Stauscheibe (2459587)",null,null,null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,260,"HPA A4 M16x260 inkl. Bundmutter M16 und Stauscheibe (2459588)",null,null,null,{"$f":"IF(S71=16,VLOOKUP(X151,U149:V155,2),IF(S71=20,VLOOKUP(X158,U156:V164,2),IF(S71=24,VLOOKUP(X167,U165:V172,2))))","v":"HPA A4 M20x330 inkl. Bundmutter M20 und Stauscheibe (2460044)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,300,"HPA A4 M16x300 inkl. Bundmutter M16 und Stauscheibe (2459589)",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75>U154,S75,)","v":305},{"$f":"\"HPA A4 M16x\"&(U155)&\" inkl. Bundmutter M16 und Stauscheibe\"","v":"HPA A4 M16x305 inkl. Bundmutter M16 und Stauscheibe"},null,null,null,{"$f":"IF(AE32=0,Z151,Z153)","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U156)&\" inkl. Bundmutter M20 und Stauscheibe\"","v":"HPA A4 M20x0 inkl. Bundmutter M20 und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"HPA A4 M20x220 inkl. Bundmutter M20 und Stauscheibe (2460040)",null,{"$f":"LOOKUP(S75,U156:U164)","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"HPA A4 M20x240 inkl. Bundmutter M20 und Stauscheibe (2460041)",null,{"$f":"IF(S75<400,INDEX(U156:U164,MATCH(S75,U156:U164,1)+1),ROUNDUP(S75,-1))","v":330}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"HPA A4 M20x260 inkl. Bundmutter M20 und Stauscheibe (2460042)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"HPA A4 M20x330 inkl. Bundmutter M20 und Stauscheibe (2460044)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"HPA A4 M20x350 inkl. Bundmutter M20 und Stauscheibe (2460045)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,400,"HPA A4 M20x400 inkl. Bundmutter M20 und Stauscheibe (2460046)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U163,S75,)","v":0},{"$f":"\"HPA A4 M20x\"&(U164)&\" inkl. Bundmutter M20 und Stauscheibe\"","v":"HPA A4 M20x0 inkl. Bundmutter M20 und Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S166<220,S166,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U165)&\" inkl. Bundmutter (Bund oben) u. Stauscheibe\"","v":"Set HPA A4 M24x0 inkl. Bundmutter (Bund oben) u. Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,220,"Set HPA A4 M24x220 inkl. Bundmutter (Bund oben) u. Stauscheibe",null,{"$f":"LOOKUP(S75,U165:U172)","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"Set HPA A4 M24x240 inkl. Bundmutter (Bund oben) u. Stauscheibe",null,{"$f":"IF(S75<450,INDEX(U165:U172,MATCH(S75,U165:U172,1)+1),ROUNDUP(S75,-1))","v":350}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"Set HPA A4 M24x260 inkl. Bundmutter (Bund oben) u. Stauscheibe"]
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[null,null,1181,"HAM-000112"]
[null,null,1182,"5CG9426PRH"]
[null,null,1183,"PC-E-071"]
[null,null,1184,"PCHNB0521160"]
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[null,null,1209,"EC2204050D"]
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[null,null,1211,"PCHNB0320164"]
[null,null,1212,"PC-Tuente"]
[null,null,1213,"PCM2023014"]
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[null,null,1215,"WS-2022-01"]
[null,null,1216,"EBHNNB-95"]
[null,null,1217,"BWP-132"]
[null,null,1218,"N0000363"]
[null,null,1219,"NB05-W11"]
[null,null,1220,"Buero-Loetzsch-PC"]
[null,null,1221,"MD-PC190826"]
[null,null,1222,"NB210"]
[null,null,1223,"24D01P"]
[null,null,1224,"PC-Mitte"]
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[null,null,1226,"PC_Uwe"]
[null,null,1227]
[null,null,1228]
[null,null,1229]
[null,null,1230]
[null,null,1231]
[null,null,1232]
[null,null,1233]
[null,null,1234]
[null,null,1235]
[null,null,1236]
[null,null,1237]
[null,null,1238]
[null,null,1239]
[null,null,1240]
[null,null,null,null,"Formel anpassen! Oben!!!"]

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["Baumaßnahme",null,null,"x",null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,"y",null,null,null,null,12345]
["Aufsteller",null,null,"z",null,null,null,null,"Datum","2024-06-10"]
[null,"Projekt- und Montage-Übersicht"]
[]
[null,"Geometrie"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Randbereich in Kappenlängsrichtung jeweils 6 m vor Übergangskonstruktion (ÜKO)"]
[]
[]
["Bauvorhaben",null,null,null,null,null,"Kappenverankerung"]
[]
[null,{"$f":"Eingabe!C3","v":"Instandsetzung Kappe"}]
["Tragwerk (Überbau)"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C6","v":"C 30/37; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1200},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},{"$f":"Eingabe!D17","v":"[mm]"}]
[null,"Abstand längs sx,Mittelbereich ",null,{"$f":"Eingabe!J28","v":500},{"$f":"Eingabe!D10","v":"[mm]"}]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":500},"[mm]"]
[null,"Reihenabstand s1",null,{"$f":"Eingabe!C17","v":0},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":280},"[mm]"]
[null,"Verankerungslänge hef ",null,{"$f":"Eingabe!AD83","v":177},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":22},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 20/25 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"      [kg/m3]\"","v":"1800      [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":400},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Bundmutter HPA-FN A4 M20"}]
[null,"Betondeckung Kopfbolzen cnom",null,{"$f":"IF(Eingabe!C19=0,\"0\",Eingabe!C19)","v":30},"[mm]"]
[null,"Kappenhöhe hK",null,{"$f":"Eingabe!C18","v":145},"[mm]"]
[null,"Verankerungslänge hef,neu (Bundm.)",null,{"$f":"Eingabe!C21","v":112},"[mm]"]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]",null,{"$f":"Eingabe!Z112","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043); Einbauart 2d lt. aBG"}]
["Dichtungsschicht"]
[null,{"$f":"LEFT(Eingabe!F4,FIND(\",\",Eingabe!F4)-1)","v":"Bitumen-Schweißbahn einlagig + Schutzlage"},null,null,null,null,"zzgl. Injektionsmörtel HIT-RE 500 V4"]
[null,"Dicke",null,{"$f":"IF(Eingabe!H80<1,\"0\",Eingabe!H80)","v":8},"[mm]",null,"HIT-Menge:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 61"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 12.2      "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2025"}]
["Bauteil",null,null,"Kappenverankerung",null,null,null,null,"Seite",1]
["Kapitel / Vorgang",null,null,"Mittelkappe",null,null,null,null,"Archiv-Nr.",1234]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Einwirkungen"]
[]
[null,"Direkte Einwirkungen:"]
[null,{"$f":"Eingabe!C24","v":"Anprall KFZ-Rückhaltesystem"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":39.5},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":87.8},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperatur-\nunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)\n"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C29>0,Eingabe!C29,\"0,0\")","v":12},"[kN/HPA]"]
[null,"Rand: VEd,x/y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C30>0,Eingabe!C30,\"0,0\")","v":12},"[kN/HPA]"]
[]
["Resultierende Einwirkungen / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NEd",{"$f":"Eingabe!D41","v":16.596638655462186},{"$f":"Eingabe!F41","v":16.596638655462186},null,null,{"$f":"Eingabe!H41","v":""},{"$f":"Eingabe!J41","v":""}]
[null,null,{"$f":"Eingabe!D42","v":0},{"$f":"Eingabe!F42","v":0},null,null,{"$f":"Eingabe!H42","v":0},{"$f":"Eingabe!J42","v":0}]
[null,"VEd,y",{"$f":"Eingabe!D43","v":52.874031250000002},{"$f":"Eingabe!F43","v":52.874031250000002},null,null,{"$f":"Eingabe!H43","v":""},{"$f":"Eingabe!J43","v":""}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]",null,null,null,"HPA-Reihe 2 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":16.596638655462186},{"$f":"Eingabe!F53","v":16.596638655462186},null,null,{"$f":"Eingabe!H53","v":""},{"$f":"Eingabe!J53","v":""}]
[null,null,{"$f":"Eingabe!D54","v":0},{"$f":"Eingabe!F54","v":0},null,null,{"$f":"Eingabe!H54","v":0},{"$f":"Eingabe!J54","v":0}]
[null,"VEd,x/y",{"$f":"Eingabe!D55","v":54.218660815497614},{"$f":"Eingabe!F55","v":54.218660815497614},null,null,{"$f":"Eingabe!H55","v":""},{"$f":"Eingabe!J55","v":""}]
[]
["Widerstände / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D136","v":91.711229946524057},{"$f":"D214","v":91.711229946524057},null,null,{"$f":"D280","v":91.711229946524057},{"$f":"D362","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":77.930145892901294},{"$f":"Eingabe!F45","v":39.314322185291317},null,null,{"$f":"Eingabe!H45","v":""},{"$f":"Eingabe!J45","v":""}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":90.757121103705146},{"$f":"Eingabe!F46","v":49.125000000000007},null,null,{"$f":"Eingabe!H46","v":""},{"$f":"Eingabe!J46","v":""}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":55},{"$f":"Eingabe!F47","v":55},null,null,{"$f":"Eingabe!H47","v":""},{"$f":"Eingabe!J47","v":""}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":155.86029178580259},{"$f":"Eingabe!F48","v":78.628644370582634},null,null,{"$f":"Eingabe!H48","v":""},{"$f":"Eingabe!J48","v":""}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":96.134602272727278},{"$f":"Eingabe!F49","v":96.134602272727278},null,null,{"$f":"Eingabe!H49","v":""},{"$f":"Eingabe!J49","v":""}]
[null,null,{"$f":"Eingabe!F29","v":"Verankerung Mittelbereich zulässig"}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D429","v":91.711229946524057},{"$f":"D513","v":91.711229946524057},null,null,{"$f":"D583","v":91.711229946524057},{"$f":"D662","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":77.930145892901294},{"$f":"Eingabe!F57","v":39.314322185291317},null,null,{"$f":"Eingabe!H57","v":""},{"$f":"Eingabe!J57","v":""}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":90.757121103705146},{"$f":"Eingabe!F58","v":49.125000000000007},null,null,{"$f":"Eingabe!H58","v":""},{"$f":"Eingabe!J58","v":""}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":55},{"$f":"Eingabe!F59","v":55},null,null,{"$f":"Eingabe!H59","v":""},{"$f":"Eingabe!J59","v":""}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":155.86029178580259},{"$f":"Eingabe!F60","v":78.628644370582634},null,null,{"$f":"Eingabe!H60","v":""},{"$f":"Eingabe!J60","v":""}]
[null,"Aunutzung",{"$f":"Eingabe!D61","v":100.45382699252885},{"$f":"Eingabe!F61","v":100.45382699252885},null,null,{"$f":"Eingabe!H61","v":""},{"$f":"Eingabe!J61","v":""}]
[null,null,{"$f":"Eingabe!F33","v":"Verankerung Randbereich zulässig"}]
[]
["  Zugkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
[{"$f":"\"  Querkraftübertragung Kappe → Tragwerk (Überbau): \"&(Eingabe!C33)","v":"  Querkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"}]
[null,null,null,{"$f":"IF(Eingabe!C24=\"Anprall an KFZ-Rückhaltesystem\",Kappe!#REF!,\"\")","v":""}]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Verwendbarkeits- und Anwendbarkeitsnachweise / Prüfungen / Gutachten"]
[null,"1. Dübelsystem HIT-RE 500 V4 nach ETA-20/0541\n2. Hilti Betonverbinder HPA nach Z-21.8-2118\n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen \n    Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf \n    Brückenkappen mit Injektionssystem HIT RE 500 V4; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH\n6. \"Befestigungen mit Kopfbolzen am Bauteilrand mit und ohne Rückhängebewehrung unter Querlasten \n    senkrecht zum Rand\"; Eligehausen, Asmus, Sharma; Der Prüfingenieur, Mai 2016"]
[]
[]
[]
[]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!B25:D25,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D137/D136","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$B$27:$D$27,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$B$31:$D$31,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$B$32:$D$32,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$B$38:$D$38,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$B$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!B41:D41,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D150/D149","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!B46:D46,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!B47:D47,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!B48:D48,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!B50:D50,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"Eingabe!D45","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D163/D162","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!B67:D67,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!B69:D69,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D171/D170","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+2","v":3}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$B$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!B74:D74,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!B76:D76,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D184/D183","v":0.33923990930713971},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!B87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!B88:D88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!B89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!B90:D90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D198/D197","v":0.24571480738933871},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.2958694730287928},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!B19:D19,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D215/D214","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!B22:D22,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!B23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!B24:D24,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D224/D223","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+3","v":4}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!B27:D27,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!B30:D30,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!B31:D31,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!B32:D32,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!B33:D33,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!B34:D34,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!B36:D36,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D244/D243","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!B58:D58,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!B60:D60,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D252/D251","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$B$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!B65:D65,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!B67:D67,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D260/D259","v":0.67245253524657977},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"IF(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Kappe!B148,\"nicht relevant\")","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"IF(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Kappe!B149,)","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V, Stahl",{"$f":"INDEX(Kappe!B89:D89,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V, Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.82571885842610993},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!G23:I23,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$G$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!G25:I25,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D281/D280","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+4","v":5}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$G$27:$I$27,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$G$28:$I$28,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$G$29:$I$29,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$G$30:$I$30,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$G$31:$I$31,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$G$32:$I$32,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$G$38:$I$38,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$G$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!G41:I41,1,MATCH(Eingabe!C4,Tragwerk!G14:I14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D299/D298","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!G43:I43,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!G44:I44,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!G45:I45,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!G46:I46,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!G47:I47,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!G48:I48,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!G50:I50,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$G$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!G52:I52,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D312/D311","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!G67:I67,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$G$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!G69:I69,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D320/D319","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$G$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!G74:I74,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$G$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!G76:I76,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D328/D327","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+5","v":6}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!G78:I78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!G79:I79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!G80:I80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!G81:I81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!G82:I82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!G84:I84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!G87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!G88:I88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!G89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!G90:I90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!G93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D347/D346","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!G98:I98,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!G99:I99,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Mittelbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!G17:I17,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$G$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!G19:I19,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D363/D362","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!G21:I21,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!G22:I22,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!G23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!G24:I24,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D372/D371","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!G27:I27,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!G28:I28,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!G29:I29,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":56448},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!L26:N26,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!G30:I30,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!G31:I31,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!G32:I32,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!G33:I33,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!G34:I34,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":23.58859331117479},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$G$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!G36:I36,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":19.657161092645659},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D388/D387","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+6","v":7}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!G58:I58,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$G$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!G60:I60,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$61","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D401/D400","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$G$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!G65:I65,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$G$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!G67:I67,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$84","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D409/D408","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"C264","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"C265","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!G89:I89,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!G90:I90,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!M25:O25,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D430/D429","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$M$31:$O$31,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$M$32:$O$32,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$M$38:$O$38,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$M$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!M41:O41,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D443/D442","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+7","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!M46:O46,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!M47:O47,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!M48:O48,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!M50:O50,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"D458/D459","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D461/D460","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!M67:O67,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!M69:O69,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D469/D468","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$M$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!M74:O74,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!M76:O76,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D477/D476","v":0.34786705577331933},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!M85","v":1.0188916180612149},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!M87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!M88:O88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!M89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!M90:O90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D492/D491","v":0.24729179244851418},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.30345442360320718},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+8","v":9}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Randbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!L19:N19,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D514/D513","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!L22:N22,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!L23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!L24:N24,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D523/D522","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!L30:N30,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!L31:N31,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!L32:N32,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!L33:N33,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!L34:N34,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!L36:N36,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D539/D538","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!L58:N58,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!L60:N60,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D547/D546","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[]
[]
[]
[]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$L$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!L65:N65,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!L67:N67,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D560/D559","v":0.68955354946679537},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"C264","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"C265","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!L89:N89,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.8468871008453418},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+9","v":10}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!R23:T23,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$R$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!R25:T25,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D584/D583","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$R$27:$T$27,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$R$28:$T$28,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$R$29:$T$29,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$R$30:$T$30,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$R$31:$T$31,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$R$32:$T$32,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$R$38:$T$38,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$R$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!R41:T41,1,MATCH(Eingabe!C4,Tragwerk!R14:T14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D597/D596","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!R43:T43,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!R44:T44,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!R45:T45,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!R46:T46,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!R47:T47,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!R48:T48,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!R50:T50,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$R$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!R52:T52,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D610/D609","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!R67:T67,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$R$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!R69:T69,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D618/D617","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$R$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!R74:T74,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$R$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!R76:T76,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D626/D625","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+10","v":11}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!R78:T78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!R79:T79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!R80:T80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!R81:T81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!R82:T82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!R85","v":1.0188916180612149},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!R84:T84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!R87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!R88:T88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!R89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!R90:T90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!R93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D646/D645","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!R98:T98,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!R99:T99,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!Q17:S17,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$Q$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!Q19:S19,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D663/D662","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!Q21:S21,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!Q22:S22,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!Q23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!Q24:S24,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D672/D671","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!Q27:S27,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!Q28:S28,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!Q29:S29,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":56448},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!L26:N26,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!Q30:S30,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!Q31:S31,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!Q32:S32,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!Q33:S33,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!Q34:S34,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":23.58859331117479},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$Q$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!Q36:S36,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":19.657161092645659},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D688/D687","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+11","v":12}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":12345}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-06-10"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!Q58:S58,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$Q$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!Q60:S60,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D701/D700","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$Q$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!Q65:S65,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$Q$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!Q67:S67,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D709/D708","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"C264","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"C265","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!Q89:S89,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!Q90:S90,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J59+12","v":13}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Mittelkappe"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]

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["Baumaßnahme",null,null,"BAB",null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,"A",null,null,null,null,123456]
["Aufsteller",null,null,"Ingenieurbüro ",null,null,null,null,"Datum","2025-01-08"]
[null,"Projekt- und Montage-Übersicht"]
[]
[null,"Geometrie"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Randbereich in Kappenlängsrichtung jeweils 6 m vor Übergangskonstruktion (ÜKO)"]
[]
[]
[]
[]
["Bauvorhaben",null,null,null,null,null,"Kappenverankerung"]
[]
[null,{"$f":"Eingabe!C3","v":"Instandsetzung Kappe"}]
["Tragwerk (Überbau)"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C6","v":"C 30/37; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1200},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mitte",null,{"$f":"Eingabe!J28","v":500},"[mm]"]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":500},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":280},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":177},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":22},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 20/25 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"     [kg/m3]\"","v":"1800     [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":400},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Bundmutter HPA-FN A4 M20"}]
[null,"Betondeckung Kopfb. cnom",null,{"$f":"IF(Eingabe!C19=0,\"0\",Eingabe!C19)","v":30},"[mm]"]
[null,"Kappenhöhe hK",null,{"$f":"Eingabe!C18","v":145},"[mm]"]
[null,"Verankerungslänge hef,neu (Bundm.)",null,{"$f":"Eingabe!C21","v":112},"[mm]"]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]",null,{"$f":"Eingabe!Z112","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043); Einbauart 2d lt. aBG"}]
["Dichtungsschicht"]
[null,{"$f":"LEFT(Eingabe!F4,FIND(\",\",Eingabe!F4)-1)","v":"Bitumen-Schweißbahn einlagig + Schutzlage"},null,null,null,null,"zzgl. Injektionsmörtel HIT-RE 500 V4"]
[null,"Dicke",null,{"$f":"IF(Eingabe!H80<1,\"0\",Eingabe!H80)","v":8},"[mm]",null,"HIT-Menge:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 61"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 12.2      "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2025"}]
["Bauteil",null,null,"Mittelkappe",null,null,null,null,"Seite",1]
["Kapitel / Vorgang",null,null,"Kappenverankerung",null,null,null,null,"Archiv-Nr.",1234]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
["Einwirkungen"]
[]
[null,"Direkte Einwirkungen:"]
[null,{"$f":"Eingabe!C24","v":"Anprall KFZ-Rückhaltesystem"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":39.5},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":87.8},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperaturunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C29>0,Eingabe!C29,\"0,0\")","v":12},"[kN/HPA]"]
[null,"Rand: VEd,x/y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C30>0,Eingabe!C30,\"0,0\")","v":12},"[kN/HPA]"]
[]
["Resultierende Einwirkungen / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NEd",{"$f":"Eingabe!D41","v":16.596638655462186},{"$f":"Eingabe!F41","v":16.596638655462186}]
[null,null,{"$f":"Eingabe!D42","v":0},{"$f":"Eingabe!F42","v":0}]
[null,"VEd,y",{"$f":"Eingabe!D43","v":52.874031250000002},{"$f":"Eingabe!F43","v":52.874031250000002}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":16.596638655462186},{"$f":"Eingabe!F53","v":16.596638655462186}]
[null,null,{"$f":"Eingabe!D54","v":0},{"$f":"Eingabe!F54","v":0}]
[null,"VEd,x/y",{"$f":"Eingabe!D55","v":54.218660815497614},{"$f":"Eingabe!F55","v":54.218660815497614}]
[]
["Widerstände / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D129","v":91.711229946524057},{"$f":"D207","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":77.930145892901294},{"$f":"Eingabe!F45","v":39.314322185291317}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":90.757121103705146},{"$f":"Eingabe!F46","v":49.125000000000007}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":55},{"$f":"Eingabe!F47","v":55}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":155.86029178580259},{"$f":"Eingabe!F48","v":78.628644370582634}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":96.134602272727278},{"$f":"Eingabe!F49","v":96.134602272727278}]
[null,{"$f":"Eingabe!F29","v":"Verankerung Mittelbereich zulässig"}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D274","v":91.711229946524057},{"$f":"D358","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":77.930145892901294},{"$f":"Eingabe!F57","v":39.314322185291317}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":90.757121103705146},{"$f":"Eingabe!F58","v":49.125000000000007}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":55},{"$f":"Eingabe!F59","v":55}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":155.86029178580259},{"$f":"Eingabe!F60","v":78.628644370582634}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":100.45382699252885},{"$f":"Eingabe!F61","v":100.45382699252885}]
[null,{"$f":"Eingabe!F33","v":"Verankerung Randbereich zulässig"}]
[]
["  Zugkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
["  Querkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
["Verwendbarkeits- und Anwendbarkeitsnachweise / Prüfungen / Gutachten"]
[null,"1. Dübelsystem HIT-RE 500 V4 nach ETA-20/0541\n2. Hilti Betonverbinder HPA nach Z-21.8-2118\n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen \n    Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf \n    Brückenkappen mit Injektionssystem HIT RE 500 V4; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH\n6. \"Befestigungen mit Kopfbolzen am Bauteilrand mit und ohne Rückhängebewehrung unter Querlasten \n    senkrecht zum Rand\"; Eligehausen, Asmus, Sharma; Der Prüfingenieur, Mai 2016"]
["Mittelbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!B25:D25,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D130/D129","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$B$27:$D$27,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$B$31:$D$31,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$B$32:$D$32,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$B$38:$D$38,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$B$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!B41:D41,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D143/D142","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!B46:D46,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!B47:D47,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!B48:D48,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!B50:D50,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!B52:D52,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D156/D155","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!B67:D67,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!B69:D69,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D164/D163","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+2","v":3}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$B$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!B74:D74,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!B76:D76,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D177/D176","v":0.33923990930713971},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!B87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!B88:D88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!B89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!B90:D90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D191/D190","v":0.24571480738933871},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.2958694730287928},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!B19:D19,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D208/D207","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!B22:D22,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!B23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!B24:D24,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D217/D216","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+3","v":4}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!B27:D27,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!B30:D30,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!B31:D31,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!B32:D32,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!B33:D33,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!B34:D34,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!B36:D36,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D238/D237","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!B58:D58,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!B60:D60,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D246/D245","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$B$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!B65:D65,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!B67:D67,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D254/D253","v":0.67245253524657977},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"IF(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Kappe!B148,\"nicht relevant\")","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"IF(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Kappe!B149,)","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!B89:D89,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.82571885842610993},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!M25:O25,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D275/D274","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+4","v":5}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$M$31:$O$31,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$M$32:$O$32,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$M$38:$O$38,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$M$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!M41:O41,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D293/D292","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!M46:O46,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!M47:O47,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!M48:O48,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!M50:O50,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!M52:O52,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D306/D305","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!M67:O67,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!M69:O69,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D314/D313","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$M$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!M74:O74,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!M76:O76,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D322/D321","v":0.34786705577331933},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+5","v":6}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!M85","v":1.0188916180612149},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!M87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!M88:O88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!M89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!M90:O90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D342/D341","v":0.24729179244851418},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.30345442360320718},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!L19:N19,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D359/D358","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!L22:N22,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!L23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!L24:N24,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D368/D367","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!L30:N30,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!L31:N31,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!L32:N32,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!L33:N33,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!L34:N34,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!L36:N36,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D384/D383","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+6","v":7}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"BAB"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"A"},null,null,null,null,{"$f":"I2","v":123456}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2025-01-08"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!L58:N58,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!L60:N60,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D397/D396","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$L$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!L65:N65,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!L67:N67,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D405/D404","v":0.68955354946679537},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,{"$f":"C258","v":"Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "}]
[null,null,{"$f":"C259","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!L89:N89,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.8468871008453418},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe"},null,null,null,null,"Seite",{"$f":"J58+7","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]

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["Baumaßnahme",null,null,"Brücke über die ",null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,"XY",null,null,null,null,4948579]
["Aufsteller",null,null,"Ingenieurbüro ",null,null,null,null,"Datum","2022-12-02"]
[]
["Projekt- und Montageübersicht"]
[]
[null,"Geometrie"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Randbereich in Kappenlängsrichtung jeweils 6 m vor Übergangskonstruktion (ÜKO)"]
[]
[]
[]
["Bauvorhaben",null,null,null,null,null,"Kappenverankerung"]
[]
[null,{"$f":"Eingabe!C3","v":"Instandsetzung Kappe"}]
["Tragwerk (Überbau)"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C6","v":"C 30/37; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1200},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mittelbereich",null,{"$f":"Eingabe!J28","v":500},{"$f":"Eingabe!D10","v":"[mm]"}]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":500},"[mm]"]
[null,"Reihenabstand s1",null,{"$f":"Eingabe!C17","v":0},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":280},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":177},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":22},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 20/25 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"      [kg/m3]\"","v":"1800      [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":400},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Bundmutter HPA-FN A4 M20"}]
[null,"Betondeckung Kopfb. cnom",null,{"$f":"IF(Eingabe!C19=0,\"0\",Eingabe!C19)","v":30},"[mm]"]
[null,"Kappenhöhe hK",null,{"$f":"Eingabe!C18","v":145},"[mm]"]
[null,"Verankerungslänge hef,neu (Bundm.)",null,{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!D16","v":"[mm]"}]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C21+Eingabe!C20)","v":115},{"$f":"Eingabe!D17","v":"[mm]"},null,{"$f":"Eingabe!Z112","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043); Einbauart 2d lt. aBG"}]
["Dichtungsschicht"]
[null,{"$f":"LEFT(Eingabe!F4,FIND(\",\",Eingabe!F4)-1)","v":"Bitumen-Schweißbahn einlagig + Schutzlage"},null,null,null,null,"zzgl. Injektionsmörtel HIT-RE 500 V4"]
[null,"Dicke",null,{"$f":"IF(Eingabe!H80<1,\"0\",Eingabe!H80)","v":8},{"$f":"Eingabe!D21","v":"[mm]"},null,"HIT-Menge:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 61"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 12.2      "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2025"}]
["Bauteil",null,null,"Mittelkappe Nord",null,null,null,null,"Seite",1]
["Kapitel / Vorgang",null,null,"Kappenverankerung",null,null,null,null,"Archiv-Nr.",1234]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Einwirkungen"]
[]
[null,"Direkte Einwirkungen:"]
[null,{"$f":"Eingabe!C24","v":"Anprall KFZ-Rückhaltesystem"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":39.5},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":87.8},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperaturunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C29>0,Eingabe!C29,\"0,0\")","v":12},"[kN/HPA]"]
[null,"Rand: VEd,x/y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C30>0,Eingabe!C30,\"0,0\")","v":12},"[kN/HPA]"]
[]
["Resultierende Einwirkungen / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NEd",{"$f":"Eingabe!D41","v":16.596638655462186},{"$f":"Eingabe!F41","v":16.596638655462186},null,null,{"$f":"Eingabe!H41","v":""},{"$f":"Eingabe!J41","v":""}]
[null,null,{"$f":"Eingabe!D42","v":0},{"$f":"Eingabe!F42","v":0},null,null,{"$f":"Eingabe!H42","v":0},{"$f":"Eingabe!J42","v":0}]
[null,"VEd,y",{"$f":"Eingabe!D43","v":52.874031250000002},{"$f":"Eingabe!F43","v":52.874031250000002},null,null,{"$f":"Eingabe!H43","v":""},{"$f":"Eingabe!J43","v":""}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]",null,null,null,"HPA-Reihe 2 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":16.596638655462186},{"$f":"Eingabe!F53","v":16.596638655462186},null,null,{"$f":"Eingabe!H53","v":""},{"$f":"Eingabe!J53","v":""}]
[null,null,{"$f":"Eingabe!D54","v":0},{"$f":"Eingabe!F54","v":0},null,null,{"$f":"Eingabe!H54","v":0},{"$f":"Eingabe!J54","v":0}]
[null,"VEd,x/y",{"$f":"Eingabe!D55","v":54.218660815497614},{"$f":"Eingabe!F55","v":54.218660815497614},null,null,{"$f":"Eingabe!H55","v":""},{"$f":"Eingabe!J55","v":""}]
[]
["Widerstände / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D132","v":91.711229946524057},{"$f":"D210","v":91.711229946524057},null,null,{"$f":"D273","v":91.711229946524057},{"$f":"D356","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":77.930145892901294},{"$f":"Eingabe!F45","v":39.314322185291317},null,null,{"$f":"Eingabe!H45","v":""},{"$f":"Eingabe!J45","v":""}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":90.757121103705146},{"$f":"Eingabe!F46","v":49.125000000000007},null,null,{"$f":"Eingabe!H46","v":""},{"$f":"Eingabe!J46","v":""}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":55},{"$f":"Eingabe!F47","v":55},null,null,{"$f":"Eingabe!H47","v":""},{"$f":"Eingabe!J47","v":""}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":155.86029178580259},{"$f":"Eingabe!F48","v":78.628644370582634},null,null,{"$f":"Eingabe!H48","v":""},{"$f":"Eingabe!J48","v":""}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":96.134602272727278},{"$f":"Eingabe!F49","v":96.134602272727278},null,null,{"$f":"Eingabe!H49","v":""},{"$f":"Eingabe!J49","v":""}]
[null,null,{"$f":"Eingabe!F29","v":"Verankerung Mittelbereich zulässig"}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D419","v":91.711229946524057},{"$f":"D501","v":91.711229946524057},null,null,{"$f":"D563","v":91.711229946524057},{"$f":"D563","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":77.930145892901294},{"$f":"Eingabe!F57","v":39.314322185291317},null,null,{"$f":"Eingabe!H57","v":""},{"$f":"Eingabe!J57","v":""}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":90.757121103705146},{"$f":"Eingabe!F58","v":49.125000000000007},null,null,{"$f":"Eingabe!H58","v":""},{"$f":"Eingabe!J58","v":""}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":55},{"$f":"Eingabe!F59","v":55},null,null,{"$f":"Eingabe!H59","v":""},{"$f":"Eingabe!J59","v":""}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":155.86029178580259},{"$f":"Eingabe!F60","v":78.628644370582634},null,null,{"$f":"Eingabe!H60","v":""},{"$f":"Eingabe!J60","v":""}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":100.45382699252885},{"$f":"Eingabe!F61","v":100.45382699252885},null,null,{"$f":"Eingabe!H61","v":""},{"$f":"Eingabe!J61","v":""}]
[null,null,{"$f":"Eingabe!F33","v":"Verankerung Randbereich zulässig"}]
[]
["  Zugkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
[{"$f":"\"  Querkraftübertragung Kappe → Tragwerk (Überbau):  \"&(Eingabe!C33)","v":"  Querkraftübertragung Kappe → Tragwerk (Überbau):  Kappenverankerung HPA"}]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Verwendbarkeits- und Anwendbarkeitsnachweise / Prüfungen / Gutachten"]
[null,"1. Dübelsystem HIT-RE 500 V4 nach ETA-20/0541\n2. Hilti Betonverbinder HPA nach Z-21.8-2118\n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen \n    Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf \n    Brückenkappen mit Injektionssystem HIT RE 500 V4; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH"]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!B25:D25,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D133/D132","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad",null,null,null,null,null,null," "]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$B$27:$D$27,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$B$31:$D$31,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$B$32:$D$32,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$B$38:$D$38,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$B$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!B41:D41,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D146/D145","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!B46:D46,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!B47:D47,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!B48:D48,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!B50:D50,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!B52:D52,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D159/D158","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!B67:D67,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!B69:D69,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D167/D166","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+2","v":3}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$B$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!B74:D74,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!B76:D76,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D180/D179","v":0.33923990930713971},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!B87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!B88:D88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!B89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!B90:D90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"IF(D193=\"entfällt\",\"entfällt\",D194/D193)","v":0.24571480738933871},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.2958694730287928},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!B19:D19,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D211/D210","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!B22:D22,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!B23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!B24:D24,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D220/D219","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+3","v":4}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!B27:D27,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!B30:D30,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!B31:D31,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!B32:D32,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!B33:D33,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!B34:D34,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!B36:D36,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D241/D240","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!B58:D58,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!B60:D60,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VSd,Mitte",{"$f":"Kappe!$B$61","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D249/D248","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$B$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!B65:D65,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!B67:D67,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VSd,Mitte",{"$f":"Kappe!$B$84","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D257/D256","v":0.67245253524657977},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!B89:D89,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.82571885842610993},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!G23:I23,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$G$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!G25:I25,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D274/D273","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+4","v":5}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$G$27:$I$27,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$G$28:$I$28,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$G$29:$I$29,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$G$30:$I$30,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$G$31:$I$31,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$G$32:$I$32,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$G$38:$I$38,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$G$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!G41:I41,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D292/D291","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!G43:I43,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!G44:I44,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!G45:I45,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!G46:I46,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!G47:I47,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!G48:I48,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!G50:I50,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$G$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!G52:I52,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D305/D304","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!G67:I67,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$G$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!G69:I69,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D313/D312","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$G$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!G74:I74,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$G$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!G76:I76,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D321/D320","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+5","v":6}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!G78:I78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!G79:I79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!G80:I80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!G81:I81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!G82:I82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!G84:I84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!G87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!G88:I88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!G89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!G90:I90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!G93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"IF(D339=\"entfällt\",\"entfällt\",D340/D339)","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!G98:I98,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!G99:I99,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!G17:I17,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$G$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!G19:I19,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D357/D356","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!G21:I21,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!G22:I22,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!G23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!G24:I24,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D366/D365","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!G27:I27,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!G28:I28,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!G29:I29,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":56448},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!L26:N26,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!G30:I30,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!G31:I31,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!G32:I32,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!G33:I33,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!G34:I34,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":23.58859331117479},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$G$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!G36:I36,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":19.657161092645659},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D382/D381","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+6","v":7}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!G58:I58,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$G$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!G60:I60,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$61","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D395/D394","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$G$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!G65:I65,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$G$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!G67:I67,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$84","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D403/D402","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!G89:I89,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!G90:I90,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!M25:O25,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D420/D419","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$M$31:$O$31,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$M$32:$O$32,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$M$38:$O$38,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$M$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!M41:O41,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D433/D432","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+7","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!M46:O46,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!M47:O47,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!M48:O48,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!M50:O50,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!M52:O52,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D451/D450","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!M67:O67,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!M69:O69,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D459/D458","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$M$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!M74:O74,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!M76:O76,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$93","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D467/D466","v":0.34786705577331933},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!M87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!M88:O88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!M89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!M90:O90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D481/D480","v":0.24729179244851418},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.30345442360320718},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+8","v":9}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Randbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!L19:N19,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D502/D501","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!L22:N22,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!L23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!L24:N24,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D511/D510","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!L30:N30,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!L31:N31,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!L32:N32,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!L33:N33,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!L34:N34,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!L36:N36,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D527/D526","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!L58:N58,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!L60:N60,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D535/D534","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$L$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!L65:N65,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!L67:N67,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D543/D542","v":0.68955354946679537},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!L89:N89,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.8468871008453418},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+9","v":10}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!R23:T23,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$R$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!R25:T25,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D564/D563","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"N0Rk,p",{"$f":"INDEX(Tragwerk!$R$27:$T$27,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$R$28:$T$28,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$R$29:$T$29,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$R$30:$T$30,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$R$31:$T$31,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$R$32:$T$32,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc, C30/37",{"$f":"INDEX(Tragwerk!$R$38:$T$38,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$R$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!R41:T41,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D577/D576","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!R43:T43,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!R44:T44,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!R45:T45,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!R46:T46,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!R47:T47,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!R48:T48,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!R50:T50,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$R$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!R52:T52,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D590/D589","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!R67:T67,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$R$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!R69:T69,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D598/D597","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$R$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!R74:T74,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$R$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!R76:T76,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D606/D605","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+10","v":11}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!R78:T78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!R79:T79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!R80:T80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!R81:T81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!R82:T82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!R84:T84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!R87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!R88:T88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!R89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!R90:T90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!R93","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D625/D624","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!R98:T98,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!R99:T99,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!Q17:S17,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$Q$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!Q19:S19,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D642/D641","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!Q21:S21,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!Q22:S22,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!Q23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!Q24:S24,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NSd,Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D651/D650","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!Q27:S27,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!Q28:S28,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!Q29:S29,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":56448},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!L26:N26,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!Q30:S30,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!Q31:S31,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!Q32:S32,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!Q33:S33,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!Q34:S34,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":23.58859331117479},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$Q$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!Q36:S36,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":19.657161092645659},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$Q$53","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D667/D666","v":0},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+11","v":12}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]
["Baumaßnahme",null,null,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":4948579}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!Q58:S58,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$Q$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!Q60:S60,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D680/D679","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$Q$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!Q65:S65,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$Q$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!Q67:S67,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$84","v":0},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D688/D687","v":0},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!Q89:S89,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!Q90:S90,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Anschlußbewehrung"]
[]
[null,"Die direkt einwirkende Querkraft VEd,y,direkt wird als Zugkraft durch die Anschlußbewehrung aufgenommen:"]
[null,null,"NEd,y,direkt",{"$f":"Eingabe!C26","v":87.8},"[kN/m]",null,"Zugkraft-Einwirkung auf Anschlußbewehrung"]
[null,null,"fyk",500,"[N/mm2]",null,"Streckgrenze Bewehrungsstahl"]
[null,null,"γs",{"$f":"IF(Eingabe!C24=\"Wind auf Lärmschutzwand\",1.15,1)","v":1},"[-]",null,"Teilsicherheitsbeiwert"]
[null,null,"As,erf.",{"$f":"D701*10/D702*D703","v":1.756},"[cm2/m]",null,"Erforderlicher Stahlquerschnitt für NEd,y,direkt (aus VEd,y,direkt)"]
[null,"(Bezugsebene OK Überbau; Kräfte aus Versatzmoment nicht berücksichtigt)"]
[]
[null,"Nenndurchmesser und Abstände:"]
[null,null,"ds = 14:",{"$f":"ROUNDDOWN(1.54/D704,2)","v":0.87},"[m]",null,"Abstand der Anschlußbewehrung Ø 14"]
[null,null,"ds = 16:",{"$f":"ROUNDDOWN(2.01/D704,2)","v":1.1399999999999999},"[m]",null,"Abstand der Anschlußbewehrung Ø 16"]
[null,null,"ds = 20:",{"$f":"ROUNDDOWN(3.14/D704,2)","v":1.78},"[m]",null,"Abstand der Anschlußbewehrung Ø 20"]
[]
[null,"Die nachträgliche Verankerung der gewählten Bewehrungsstäbe erfolgt mit den Injektions-\nmörtelsystemen HIT-RE 500 V4 oder HIT-HY 200-R V3 entsprechend der jeweiligen ETA und abZ für nachträgliche Bewehrungsanschlüsse.\nSiehe gesonderte Angaben."]
[]
["Bauteil",null,null,{"$f":"D60","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J60+12","v":13}]
["Kapitel / Vorgang",null,null,{"$f":"D61","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J61","v":1234}]

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["Baumaßnahme",null,null,"x",null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,"y"]
["Aufsteller",null,null,"z",null,null,null,null,"Datum","2024-05-15"]
[null,"Projekt- und Montageübersicht"]
[]
[null,"Geometrie"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Randbereich in Kappenlängsrichtung jeweils 6 m vor Übergangs-Konstruktion (ÜKO)"]
[]
[]
[]
["Bauvorhaben",null,null,null,null,null,"Kappenverankerung"]
[null,{"$f":"Eingabe!C3","v":"Instandsetzung Kappe"}]
[]
["Tragwerk (Überbau)"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C6","v":"C 30/37; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1200},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mittelbereich",null,{"$f":"Eingabe!J28","v":500},"[mm]"]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":500},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":280},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":177},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":22},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 20/25 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"    [kg/m3]\"","v":"1800    [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":400},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Bundmutter HPA-FN A4 M20"}]
[null,"Betondeckung Kopfb. cnom",null,{"$f":"IF(Eingabe!C19=0,\"0\",Eingabe!C19)","v":30},"[mm]"]
[null,"Kappenhöhe hK",null,{"$f":"Eingabe!C18","v":145},"[mm]"]
[null,"Verankerungslänge hef,neu (Bundm.)",null,{"$f":"Eingabe!C21","v":112},"[mm]"]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]",null,{"$f":"Eingabe!Z112","v":"HPA A4 M20x300 inkl. Bundmutter M20 und Stauscheibe (2460043); Einbauart 2d lt. aBG"}]
["Dichtungsschicht"]
[null,{"$f":"LEFT(Eingabe!F4,FIND(\",\",Eingabe!F4)-1)","v":"Bitumen-Schweißbahn einlagig + Schutzlage"},null,null,null,null,"zzgl. Injektionsmörtel HIT-RE 500 V4"]
[null,"Dicke",null,{"$f":"IF(Eingabe!H80<1,\"0\",Eingabe!H80)","v":8},"[mm]",null,"HIT-Menge:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 61"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 12.2      "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2025"}]
["Bauteil",null,null,"AK Rand Max",null,null,null,null,"Seite",1]
["Kapitel / Vorgang",null,null,"Kappenverankerung",null,null,null,null,"Archiv-Nr."]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
["Einwirkungen"]
[]
[null,"Direkte Einwirkungen:"]
[null,{"$f":"Eingabe!C24","v":"Anprall KFZ-Rückhaltesystem"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":39.5},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":87.8},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperaturunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C29>0,Eingabe!C29,\"0,0\")","v":12},"[kN/HPA]"]
[null,"Rand: VEd,x/y,indirekt :",null,null,null,null,{"$f":"IF(Eingabe!C30>0,Eingabe!C30,\"0,0\")","v":12},"[kN/HPA]"]
[]
["Resultierende Einwirkungen / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NEd",{"$f":"Eingabe!D41","v":16.596638655462186},{"$f":"Eingabe!F41","v":16.596638655462186}]
[null,null,{"$f":"Eingabe!D42","v":0},{"$f":"Eingabe!F42","v":0}]
[null,"VEd,y,Beton",{"$f":"Eingabe!D43","v":52.874031250000002},{"$f":"Eingabe!F43","v":52.874031250000002}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":16.596638655462186},{"$f":"Eingabe!F53","v":16.596638655462186}]
[null,null,{"$f":"Eingabe!D54","v":0},{"$f":"Eingabe!F54","v":0}]
[null,"VEd,x/y,Beton",{"$f":"Eingabe!D55","v":54.218660815497614},{"$f":"Eingabe!F55","v":54.218660815497614}]
[]
["Widerstände / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D128","v":91.711229946524057},{"$f":"D206","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":77.930145892901294},{"$f":"Eingabe!F45","v":39.314322185291317}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":90.757121103705146},{"$f":"Eingabe!F46","v":49.125000000000007}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":55},{"$f":"Eingabe!F47","v":55}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":155.86029178580259},{"$f":"Eingabe!F48","v":78.628644370582634}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":96.134602272727278},{"$f":"Eingabe!F49","v":96.134602272727278}]
[null,{"$f":"Eingabe!F29","v":"Verankerung Mittelbereich zulässig"}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D269","v":91.711229946524057},{"$f":"D352","v":91.711229946524057}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":77.930145892901294},{"$f":"Eingabe!F57","v":39.314322185291317}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":90.757121103705146},{"$f":"Eingabe!F58","v":49.125000000000007}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":55},{"$f":"Eingabe!F59","v":55}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":155.86029178580259},{"$f":"Eingabe!F60","v":78.628644370582634}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":100.45382699252885},{"$f":"Eingabe!F61","v":100.45382699252885}]
[null,{"$f":"Eingabe!F33","v":"Verankerung Randbereich zulässig"}]
[]
["  Zugkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
[{"$f":"\"  Querkraftübertragung Kappe → Tragwerk (Überbau): \"&(Eingabe!C33)","v":"  Querkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"}]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
["Verwendbarkeits- und Anwendbarkeitsnachweise / Prüfungen / Gutachten"]
[null,"1. Dübelsystem HIT-RE 500 V4 nach ETA-20/0541\n2. Hilti Betonverbinder HPA nach Z-21.8-2118\n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen \n    Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf \n    Brückenkappen mit Injektionssystem HIT RE 500 V4; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH"]
["Mittelbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":171.5},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!B25:D25,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D129/D128","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"NRk,p",{"$f":"INDEX(Tragwerk!$B$27:$D$27,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":111.21237993707868},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":531},"[mm]",null,"Charakt. Achsabstand DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"Fläche lt. DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"Fläche lt. DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$B$31:$D$31,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$B$32:$D$32,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"Tragwerk!$B$38","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$B$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!B41:D41,1,MATCH(Eingabe!C4,Tragwerk!B14:D14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D142/D141","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!B46:D46,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!B47:D47,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!B48:D48,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!B50:D50,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!B52:D52,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D155/D154","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!B67:D67,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$B$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!B69:D69,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D163/D162","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+2","v":3}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$B$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!B74:D74,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!B76:D76,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D176/D175","v":0.33923990930713971},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!B87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!B88:D88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":258.22146485239853},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!B89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!B90:D90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":215.18455404366546},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D190/D189","v":0.24571480738933871},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.2958694730287928},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!B19:D19,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D207/D206","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!B22:D22,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!B23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!B24:D24,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D216/D215","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+3","v":4}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!B27:D27,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!B30:D30,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!B31:D31,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!B32:D32,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!B33:D33,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!B34:D34,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!B36:D36,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D237/D236","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!B58:D58,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$B$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!B60:D60,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D245/D244","v":0.96134602272727276},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$B$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!B65:D65,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$B$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!B67:D67,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":52.874031250000002},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D253/D252","v":0.67245253524657977},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!B89:D89,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.96134602272727276},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.82571885842610993},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":171.5},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$24","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Tragwerk!M25:O25,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D270/D269","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+4","v":5}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"NRk,p",{"$f":"INDEX(Tragwerk!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":111.21237993707868},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":531},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$f":"INDEX(Tragwerk!$M$31:$O$31,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,N",{"$f":"INDEX(Tragwerk!$M$32:$O$32,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψc",{"$f":"INDEX(Tragwerk!$M$38:$O$38,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.04},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$f":"Tragwerk!$M$40","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Tragwerk!M41:O41,1,MATCH(Eingabe!C4,Tragwerk!M14:O14))","v":90.757121103705146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D288/D287","v":0.18286872097339624},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":99.314177925913384},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":281961},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":265500},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$f":"INDEX(Tragwerk!M46:O46,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Tragwerk!M47:O47,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Tragwerk!M48:O48,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRk,c",{"$f":"INDEX(Tragwerk!M50:O50,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":93.516175071481541},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Tragwerk!M52:O52,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":77.930145892901294},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D301/D300","v":0.21296814557835936},"[-]",null,"Ausnutzungsgrad"]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Tragwerk!M67:O67,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Tragwerk!$M$68","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Tragwerk!M69:O69,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D309/D308","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Tragwerk!$M$73","v":2},"[-]",null,"Faktor lt. ETA"]
[null,null,"VRk,cp",{"$f":"INDEX(Tragwerk!M74:O74,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":187.03235014296308},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$75","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Tragwerk!M76:O76,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":155.86029178580259},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D317/D316","v":0.34786705577331933},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+5","v":6}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.8405728739343045E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.4093010311086027E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":545.59242420558678},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":6480000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":1008000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.5354627641855498},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$f":"Tragwerk!M87","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRk,c",{"$f":"INDEX(Tragwerk!M88:O88,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":263.09968614159743},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!M89","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,c",{"$f":"INDEX(Tragwerk!M90:O90,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":219.24973845133121},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D336/D335","v":0.24729179244851418},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.30345442360320718},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":171.5},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$18","v":1.87},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"NRd,s",{"$f":"INDEX(Kappe!L19:N19,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":91.711229946524057},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D353/D352","v":0.18096626405664309},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":393},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,p",{"$f":"INDEX(Kappe!L22:N22,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":58.95},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$f":"Kappe!L23","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,p",{"$f":"INDEX(Kappe!L24:N24,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":49.125000000000007},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D362/D361","v":0.33784506168879763},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":112896},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$f":"INDEX(Kappe!B26:D26,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":8.9},"[-]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"ys,N",{"$f":"INDEX(Kappe!L30:N30,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yre,N",{"$f":"INDEX(Kappe!L31:N31,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yec,N",{"$f":"INDEX(Kappe!L32:N32,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yucr,N",{"$f":"INDEX(Kappe!L33:N33,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1},"[-]",null,"DIN EN 1992-4"]
[null,null,"yred,LWC",{"$f":"Eingabe!N3","v":1},"[-]",null,"Abminderung Leichtbeton"]
[null,null,"NRk,c",{"$f":"INDEX(Kappe!L34:N34,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":47.177186622349581},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$35","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"INDEX(Kappe!L36:N36,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":39.314322185291317},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":16.596638655462186},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D378/D377","v":0.42215248115536613},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+6","v":7}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]
["Baumaßnahme",null,null,{"$f":"D1","v":"x"},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"y"},null,null,null,null,{"$f":"I2","v":0}]
["Aufsteller",null,null,{"$f":"D3","v":"z"},null,null,null,null,"Datum",{"$f":"J3","v":"2024-05-15"}]
[]
["Querkraft-Einwirkung"]
[null,"Stahlversagen mit/ohne Hebelarm"]
[null,null,"MRk,s",{"$f":"IF(Eingabe!E80=0,\"-\",INDEX(Kappe!L58:N58,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12)))","v":"-"},"[Nm]",null,"Charakt. Quertragfähigkeit lt. ETA"]
[null,null,"γMs",{"$f":"Kappe!$L$59","v":1.56},"[-]",null,"Teilsicherheitsbeiwert lt. ETA"]
[null,null,"VRd,s",{"$f":"INDEX(Kappe!L60:N60,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":55},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D391/D390","v":0.98579383300904755},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch auf der lastabgewandten Seite"]
[null,null,"k8",{"$f":"Kappe!$L$64","v":2},"[-]",null,"Z-21.8-2118"]
[null,null,"VRk,cp",{"$f":"INDEX(Kappe!L65:N65,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":94.354373244699161},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Kappe!$L$66","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"VRd,cp",{"$f":"INDEX(Kappe!L67:N67,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":78.628644370582634},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":54.218660815497614},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D399/D398","v":0.68955354946679537},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Kappe!L89:N89,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":1.0045382699252885},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.8468871008453418},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Anschlußbewehrung"]
[]
[null,"Die direkt einwirkende Querkraft VEd,y,direkt wird als Zugkraft durch die Anschlußbewehrung aufgenommen:"]
[null,null,"NEd,y,direkt",{"$f":"Eingabe!C26","v":87.8},"[kN/m]",null,"Zugkraft-Einwirkung "]
[null,null,"fyk",500,"[N/mm2]",null,"Streckgrenze Bewehrungsstahl"]
[null,null,"γs",{"$f":"IF(Eingabe!C24=\"Wind auf Lärmschutzwand\",1.15,1)","v":1},"[-]",null,"Teilsicherheitsbeiwert"]
[null,null,"As,erf.",{"$f":"D412*10/D413*D414","v":1.756},"[cm2/m]",null,"Erforderlicher Stahlquerschnitt für NEd,y,direkt (aus VEd,y,direkt)"]
[null,"(Bezugsebene OK Überbau; Kräfte aus Versatzmoment nicht berücksichtigt)"]
[]
[null,"Nenndurchmesser und Abstände:"]
[null,null,"ds = 14:",{"$f":"ROUNDDOWN(1.54/D415,2)","v":0.87},"[m]",null,"Abstand der Anschlußbewehrung Ø 14"]
[null,null,"ds = 16:",{"$f":"ROUNDDOWN(2.01/D415,2)","v":1.1399999999999999},"[m]",null,"Abstand der Anschlußbewehrung Ø 16"]
[null,null,"ds = 20:",{"$f":"ROUNDDOWN(3.14/D415,2)","v":1.78},"[m]",null,"Abstand der Anschlußbewehrung Ø 20"]
[]
[null,"Die nachträgliche Verankerung der gewählten Bewehrungsstäbe erfolgt mit den Injektions-\nmörtelsystemen HIT-RE 500 V4 oder HIT-HY 200-R V3 entsprechend der jeweiligen ETA und abZ für nachträgliche Bewehrungsanschlüsse.\nSiehe gesonderte Angaben."]
["Bauteil",null,null,{"$f":"D57","v":"AK Rand Max"},null,null,null,null,"Seite",{"$f":"J57+7","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":0}]

{"sheet":"Grafiken","index":12,"n_rows":20,"n_cols":28,"rows_kept":20,"cut":false,"hidden":true,"merged":[]}
[]
["Dübelreihe 1",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,"Ausnutzung Dübel"]
["Tragwerk","α",{"$f":"Tragwerk!B100","v":0}]
["Laufende Nummer",0,1,2,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!B104","v":"Kappenanker HPA M20"}]
["Normalkraft",0,0.18729999999999999,0.46360000000000001,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!B105","v":0.96134602272727276}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!B106","v":0.2958694730287928}]
["Kappe","α",{"$f":"Kappe!B91","v":0}]
["Laufende Nummer",0,1,2,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!B95","v":"Kappenanker HPA M20"}]
["Normalkraft",0,0.18729999999999999,0.46360000000000001,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!B96","v":0.96134602272727276}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!B97","v":0.82571885842610993}]
[]
["Dübelreihe 2"]
["Tragwerk","α",{"$f":"Tragwerk!G100","v":0}]
["Laufende Nummer",0,1,2,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!G104","v":"Kappenanker HPA M20"}]
["Normalkraft",0,0.18729999999999999,0.46360000000000001,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!G105","v":0}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!G106","v":0}]
["Kappe","α",{"$f":"Kappe!G91","v":0}]
["Laufende Nummer",0,1,2,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!G95","v":"Kappenanker HPA M20"}]
["Normalkraft",0,0.18729999999999999,0.46360000000000001,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!G96","v":0}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!G97","v":0}]

{"sheet":"Tragwerk","index":13,"n_rows":110,"n_cols":26,"rows_kept":110,"cut":false,"hidden":true,"merged":[[69,1,69,3],[69,6,69,8],[92,17,92,19],[90,0,90,9],[90,11,90,19],[92,1,92,3],[92,6,92,8],[88,17,88,19],[82,12,82,14],[84,12,84,14],[85,12,85,14],[86,12,86,14],[88,12,88,14],[58,1,58,6],[92,12,92,14],[88,1,88,3],[88,6,88,8],[72,1,72,3],[72,6,72,8],[82,6,82,8],[84,6,84,8],[86,6,86,8],[74,1,74,3],[86,1,86,3],[82,1,82,3],[84,1,84,3],[85,6,85,8],[85,1,85,3],[74,6,74,8],[0,2,0,5],[67,1,67,3],[67,6,67,8],[61,1,61,3],[61,6,61,8],[57,6,57,8],[1,0,1,4],[1,5,1,9],[50,6,50,8],[39,1,39,3],[39,6,39,8],[20,0,20,3],[20,5,20,8],[55,1,55,6],[50,1,50,3],[57,1,57,3],[20,11,20,14],[23,12,23,14],[20,16,20,19],[23,17,23,19],[23,1,23,3],[23,6,23,8],[61,12,61,14],[61,17,61,19],[84,17,84,19],[85,17,85,19],[86,17,86,19],[69,12,69,14],[69,17,69,19],[67,12,67,14],[67,17,67,19],[82,17,82,19],[72,12,72,14],[74,12,74,14],[72,17,72,19],[74,17,74,19],[39,12,39,14],[39,17,39,19],[50,12,50,14],[50,17,50,19],[57,17,57,19],[57,12,57,14]]}
["Tragwerk",null,"Mittelbereich",null,null,null,null,null,null,null,null,null,null,null,"Randbereich"]
["Dübel 1 (der Tragwerksachse näher liegend)",null,null,null,null,"Dübel 2 (dem Tragwerksrand näher liegend)"]
["fck,cyl",{"$f":"Eingabe!F5","v":"30"},"[N/mm²]",null,null,"fck,cyl",{"$f":"B3","v":"30"},"[N/mm²]",null,null,null,"fck,cyl",{"$f":"Eingabe!F5","v":"30"},null,null,null,"fck,cyl",{"$f":"M3","v":"30"}]
["Verb.-Sp. RE 500 V4",{"$f":"Eingabe!O8","v":10},"[-]",null,null,"Untergrundqualität",null,"[-]"]
["Randabstand cT",{"$f":"Eingabe!$C$7","v":1200},"[mm]",null,null,"Randabstand cT",{"$f":"Eingabe!$C$7-Eingabe!$C$17","v":1200},"[mm]"]
["Achsabstand s Mitte",{"$f":"Eingabe!J28","v":500},"[mm]",null,null,"Achsabstand s Mitte",{"$f":"B6","v":500},"[mm]",null,null,null,"Achsabstand s Rand",{"$f":"Eingabe!J32","v":500},"[mm]"]
["Dübelreihenabst. s1",{"$f":"Eingabe!C17","v":0},"[mm]",null,null,"Dübelreihenabst. s1",{"$f":"B7","v":0},"[mm]",null,null,null,"aV für Betonkantenbruch",{"$f":"IF(Eingabe!C33=\"Anschlussbewehrung\",Eingabe!Q30,Eingabe!O30)","v":12.786928023386031},"[°]"]
["Untergrunddicke h",{"$f":"Eingabe!C8","v":280},"[mm]",null,null,"Untergrunddicke h",{"$f":"B8","v":280},"[mm]"]
["Dübelanzahl",1,"[Stk]",null,null,"Dübelanzahl",1,"[Stk]"]
["Dichtung/Schutzbahn",{"$f":"IF(Eingabe!E80=1,Eingabe!D80,0)","v":0},"[mm]"]
["Warnung c",{"$f":"IF($B$5<B16,\"c < cmin !\",\"ok\")","v":"ok"},{"$f":"IF($B$5<C16,\"c < cmin !\",\"ok\")","v":"ok"},{"$f":"IF($B$5<D16,\"c < cmin !\",\"ok\")","v":"ok"},null,"Warnung c",{"$f":"IF($G$5<G16,\"c < cmin !\",\"ok\")","v":"ok"},{"$f":"IF($G$5<H16,\"c < cmin !\",\"ok\")","v":"ok"},{"$f":"IF($G$5<I16,\"c < cmin !\",\"ok\")","v":"ok"}]
["Warnung s Mitte 1.R",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($B$6<B17,\"s < smin !\",\"ok\"),IF(OR($B$7<B17,$B$6<B17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($B$6<C17,\"s < smin !\",\"ok\"),IF(OR($B$7<C17,$B$6<C17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($B$6<D17,\"s < smin !\",\"ok\"),IF(OR($B$7<D17,$B$6<D17),\"s < smin !\",\"ok\"))","v":"ok"},null,"Warnung s Mitte 2.R",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($G$6<G17,\"s < smin !\",\"ok\"),IF(OR($G$7<G17,$G$6<G17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($G$6<H17,\"s < smin !\",\"ok\"),IF(OR($G$7<H17,$G$6<H17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($G$6<I17,\"s < smin !\",\"ok\"),IF(OR($G$7<I17,$G$6<I17),\"s < smin !\",\"ok\"))","v":"ok"},null,null,"Warnung s Rand 1.R",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<B17,\"s < smin !\",\"ok\"),IF(OR($B$7<B17,$M$6<B17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<C17,\"s < smin !\",\"ok\"),IF(OR($B$7<C17,$M$6<C17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<D17,\"s < smin !\",\"ok\"),IF(OR($B$7<D17,$M$6<D17),\"s < smin !\",\"ok\"))","v":"ok"},null,"Warnung s Rand 2.R",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<G17,\"s < smin !\",\"ok\"),IF(OR($G$7<G17,$M$6<G17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<H17,\"s < smin !\",\"ok\"),IF(OR($G$7<H17,$M$6<H17),\"s < smin !\",\"ok\"))","v":"ok"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",IF($M$6<I17,\"s < smin !\",\"ok\"),IF(OR($G$7<I17,$M$6<I17),\"s < smin !\",\"ok\"))","v":"ok"}]
["Warnung h",{"$f":"IF($B$8<B20,\"h < hmin !\",\"ok\")","v":"ok"},{"$f":"IF($B$8<C20,\"h < hmin !\",\"ok\")","v":"ok"},{"$f":"IF($B$8<D20,\"h < hmin !\",\"ok\")","v":"ok"},null,"Warnung h",{"$f":"IF($G$8<G20,\"h < hmin !\",\"ok\")","v":"ok"},{"$f":"IF($G$8<H20,\"h < hmin !\",\"ok\")","v":"ok"},{"$f":"IF($G$8<I20,\"h < hmin !\",\"ok\")","v":"ok"}]
[null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,{"$f":"B14","v":"Kappenanker HPA M16"},{"$f":"C14","v":"Kappenanker HPA M20"},{"$f":"D14","v":"Kappenanker HPA M24"},null,null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24"]
["hT,ef",{"$f":"Eingabe!AD83","v":177},{"$f":"Eingabe!AD83","v":177},{"$f":"Eingabe!AD83","v":177},"[mm]","hT,ef",{"$f":"B15","v":177},{"$f":"C15","v":177},177,"[mm]",null,"hT,ef",{"$f":"Eingabe!AD83","v":177},{"$f":"Eingabe!AD83","v":177},{"$f":"Eingabe!AD83","v":177},null,"hT,ef",{"$f":"M15","v":177},177,177]
["cmin gerissener Beton",50,55,60,"[mm]","cmin gerissener Beton",50,55,60,"[mm]",null,"cmin gerissener Beton",50,55,60,null,"cmin gerissener Beton",50,55,60]
["smin gerissener Beton",75,90,115,"[mm]","smin gerissener Beton",75,90,115,"[mm]",null,"smin gerissener Beton",75,90,115,null,"smin gerissener Beton",75,90,115]
["cmin ungerissener Beton",80,100,120,"[mm]","cmin ungerissener Beton",80,100,120,"[mm]",null,"cmin ungerissener Beton",80,100,120,null,"cmin ungerissener Beton",80,100,120]
["smin ungerissener Beton",80,100,120,"[mm]","smin ungerissener Beton",80,100,120,"[mm]",null,"smin ungerissener Beton",80,100,120,null,"smin ungerissener Beton",80,100,120]
["hT,ef + 2 do",{"$f":"B15+36","v":213},{"$f":"C15+44","v":221},{"$f":"D15+56","v":233},"[mm]","hT,ef + 2 do",213,221,233,"[mm]",null,"hT,ef + 2 do",{"$f":"M15+36","v":213},{"$f":"N15+44","v":221},{"$f":"O15+56","v":233},null,"hT,ef + 2 do",213,221,233]
["Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel"]
["Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen"]
["NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,{"$f":"C23","v":171.5},{"$f":"D23","v":247.1},"[kN]",null,"NRk,s",109.9,171.5,247.1,null,"NRk,s",109.9,171.5,247.1]
["γMs",1.87,null,null,"[-]","γMs",1.87,null,null,"[-]",null,"γMs",1.87,null,null,null,"γMs",1.87]
["NRd,s",{"$f":"$B$9*B23/$B$24","v":58.770053475935832},{"$f":"$B$9*C23/$B$24","v":91.711229946524057},{"$f":"$B$9*D23/$B$24","v":132.13903743315507},"[kN]","NRd,s",{"$f":"$G$9*G23/$G$24","v":58.770053475935832},{"$f":"$G$9*H23/$G$24","v":91.711229946524057},{"$f":"$G$9*I23/$G$24","v":132.13903743315507},"[kN]",null,"NRd,s",{"$f":"$B$9*M23/$M$24","v":58.770053475935832},{"$f":"$B$9*N23/$M$24","v":91.711229946524057},{"$f":"$B$9*O23/$M$24","v":132.13903743315507},null,"NRd,s",{"$f":"$G$9*R23/$R$24","v":58.770053475935832},{"$f":"$G$9*S23/$R$24","v":91.711229946524057},{"$f":"$G$9*T23/$R$24","v":132.13903743315507}]
["Kombiniertes Versagen Herausziehen / Betonausbruch",null,null,null,null,"Kombiniertes Versagen Herausziehen / Betonausbruch",null,null,null,null,null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
["N0Rk,p",{"$f":"PI()*16*B15*B4/1000","v":88.96990394966295},{"$f":"PI()*20*C15*B4/1000","v":111.21237993707868},{"$f":"PI()*24*D15*B4/1000","v":133.45485592449438},"[kN]","NRk,p",{"$f":"PI()*16*G15*B4/1000","v":88.96990394966295},{"$f":"PI()*20*H15*B4/1000","v":111.21237993707868},{"$f":"PI()*24*I15*B4/1000","v":133.45485592449438},"[kN]",null,"N0Rk,p",{"$f":"PI()*16*M15*B4/1000","v":88.96990394966295},{"$f":"PI()*20*N15*B4/1000","v":111.21237993707868},{"$f":"PI()*24*O15*B4/1000","v":133.45485592449438},null,"NRk,p",{"$f":"PI()*16*R15*B4/1000","v":88.96990394966295},{"$f":"PI()*20*S15*B4/1000","v":111.21237993707868},{"$f":"PI()*24*T15*B4/1000","v":133.45485592449438}]
["scr,Np",{"$f":"MIN(3*B15,467)","v":467},{"$f":"MIN(3*C15,566)","v":531},{"$f":"MIN(3*D15,679)","v":531},"[mm]","scr,Np",{"$f":"MIN(3*G15,467)","v":467},{"$f":"MIN(3*H15,566)","v":531},{"$f":"MIN(3*I15,679)","v":531},"[mm]",null,"scr,Np",{"$f":"MIN(3*M15,467)","v":467},{"$f":"MIN(3*N15,566)","v":531},{"$f":"MIN(3*O15,679)","v":531},null,"scr,Np",{"$f":"MIN(3*R15,467)","v":467},{"$f":"MIN(3*S15,566)","v":531},{"$f":"MIN(3*T15,679)","v":531}]
["A0p,N",{"$f":"B28*B28","v":218089},{"$f":"C28*C28","v":281961},{"$f":"D28*D28","v":281961},"[mm²]","A0p,N",{"$f":"G28*G28","v":218089},{"$f":"H28*H28","v":281961},{"$f":"I28*I28","v":281961},"[mm²]",null,"A0p,N",{"$f":"M28*M28","v":218089},{"$f":"N28*N28","v":281961},{"$f":"O28*O28","v":281961},null,"A0p,N",{"$f":"R28*R28","v":218089},{"$f":"S28*S28","v":281961},{"$f":"T28*T28","v":281961}]
["Ap,N",{"$f":"MIN((B28),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((B28)/2+MIN((B28)/2,$B$5)),MIN((B28),MIN((B28)/2,$B$5)+MIN((B28)/2,$B$7/2)))","v":218089},{"$f":"MIN((C28),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((C28)/2+MIN((C28)/2,$B$5)),MIN((C28),MIN((C28)/2,$B$5)+MIN((C28)/2,$B$7/2)))","v":265500},{"$f":"MIN((D28),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((D28)/2+MIN((D28)/2,$B$5)),MIN((D28),MIN((D28)/2,$B$5)+MIN((D28)/2,$B$7/2)))","v":265500},"[mm²]","Ap,N",{"$f":"MIN((G28),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((G28)/2+MIN((G28)/2,$G$5)),MIN((G28),MIN((G28)/2,$G$5)+MIN((G28)/2,$G$7/2)))","v":218089},{"$f":"MIN((H28),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((H28)/2+MIN((H28)/2,$G$5)),MIN((H28),MIN((H28)/2,$G$5)+MIN((H28)/2,$G$7/2)))","v":265500},{"$f":"MIN((I28),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((I28)/2+MIN((I28)/2,$G$5)),MIN((I28),MIN((I28)/2,$G$5)+MIN((I28)/2,$G$7/2)))","v":265500},"[mm²]",null,"Ap,N",{"$f":"MIN((M28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((M28)/2+MIN((M28)/2,$B$5)),MIN((M28),MIN((M28)/2,$B$5)+MIN((M28)/2,$B$7/2)))","v":218089},{"$f":"MIN((N28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((N28)/2+MIN((N28)/2,$B$5)),MIN((N28),MIN((N28)/2,$B$5)+MIN((N28)/2,$B$7/2)))","v":265500},{"$f":"MIN((O28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((O28)/2+MIN((O28)/2,$B$5)),MIN((O28),MIN((O28)/2,$B$5)+MIN((O28)/2,$B$7/2)))","v":265500},null,"Ap,N",{"$f":"MIN((R28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((R28)/2+MIN((R28)/2,$G$5)),MIN((R28),MIN((R28)/2,$G$5)+MIN((R28)/2,$G$7/2)))","v":218089},{"$f":"MIN((S28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((S28)/2+MIN((S28)/2,$G$5)),MIN((S28),MIN((S28)/2,$G$5)+MIN((S28)/2,$G$7/2)))","v":265500},{"$f":"MIN((T28),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((T28)/2+MIN((T28)/2,$G$5)),MIN((T28),MIN((T28)/2,$G$5)+MIN((T28)/2,$G$7/2)))","v":265500}]
["ψs,Np",{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(B28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(C28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(D28/2)),1)","v":1},"[-]","ψs,Np",{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(G28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(H28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(I28/2)),1)","v":1},"[-]",null,"ψs,Np",{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(M28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(N28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(O28/2)),1)","v":1},null,"ψs,Np",{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(R28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(S28/2)),1)","v":1},{"$f":"MIN(0.7+((0.3*Eingabe!C7)/(T28/2)),1)","v":1}]
["ψre,N",{"$f":"MIN(1,0.5+B15/200)","v":1},{"$f":"MIN(1,0.5+C15/200)","v":1},{"$f":"MIN(1,0.5+D15/200)","v":1},"[-]","ψre,N",{"$f":"MIN(1,0.5+G15/200)","v":1},{"$f":"MIN(1,0.5+H15/200)","v":1},{"$f":"MIN(1,0.5+I15/200)","v":1},"[-]",null,"ψre,N",{"$f":"MIN(1,0.5+M15/200)","v":1},{"$f":"MIN(1,0.5+N15/200)","v":1},{"$f":"MIN(1,0.5+O15/200)","v":1},null,"ψre,N",{"$f":"MIN(1,0.5+R15/200)","v":1},{"$f":"MIN(1,0.5+S15/200)","v":1},{"$f":"MIN(1,0.5+T15/200)","v":1}]
["ψc, C30/37",1.04,1.04,1.04,"[-]","ψc, C30/37",1.04,1.04,1.04,"[-]",null,"ψc, C30/37",1.04,1.04,1.04,null,"ψc, C30/37",1.04,1.04,1.04]
["ψc, C35/45",1.0549999999999999,1.0549999999999999,1.0549999999999999,null,null,1.0549999999999999,1.0549999999999999,1.0549999999999999,null,null,null,1.0549999999999999,1.0549999999999999,1.0549999999999999,null,null,1.0549999999999999,1.0549999999999999,1.0549999999999999]
["ψc, C40/50",1.07,1.07,1.07,"[-]","ψc, C40/50",1.07,1.07,1.07,"[-]",null,"ψc, C40/50",1.07,1.07,1.07,null,"ψc, C40/50",1.07,1.07,1.07]
["ψc, C45/55",1.085,1.085,1.085,null,null,1.085,1.085,1.085,null,null,null,1.085,1.085,1.085,null,null,1.085,1.085,1.085]
["ψc, C50/60",1.1000000000000001,1.1000000000000001,1.1000000000000001,"[-]","ψc, C50/60",1.1000000000000001,1.1000000000000001,1.1000000000000001,"[-]",null,"ψc, C50/60",1.1000000000000001,1.1000000000000001,1.1000000000000001,null,"ψc, C50/60",1.1000000000000001,1.1000000000000001,1.1000000000000001]
["ψc, maßgebend",{"$f":"(IF($B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))","v":1.04},{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},null,null,{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},null,null,null,{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},null,null,{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04},{"$f":"$B$38","v":1.04}]
[]
["γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2}]
["NRd,p",{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*B27*B30*B31*B32/B29/B40","v":77.10725008970789},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*C27*C30*C31*C32/C29/B40","v":90.757121103705146},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*D27*D30*D31*D32/D29/B40","v":108.90854532444614},null,"NRd,p",{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*G27*G30*G31*G32/G29/G40","v":77.10725008970789},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*H27*H30*H31*H32/H29/G40","v":90.757121103705146},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*I27*I30*I31*I32/I29/G40","v":108.90854532444614},null,null,"NRd,p",{"$f":"(IF(M3=\"20\",1,IF(M3=\"25\",1,IF(M3=\"30\",1.04,IF(M3=\"35\",1.055,IF(M3=\"40\",1.07,IF(M3=\"45\",1.085,IF(M3=\"50\",1.1,\"Fehler\"))))))))*M27*M30*M31*M32/M29/M40","v":77.10725008970789},{"$f":"(IF(M3=\"20\",1,IF(M3=\"25\",1,IF(M3=\"30\",1.04,IF(M3=\"35\",1.055,IF(M3=\"40\",1.07,IF(M3=\"45\",1.085,IF(M3=\"50\",1.1,\"Fehler\"))))))))*N27*N30*N31*N32/N29/M40","v":90.757121103705146},{"$f":"(IF(M3=\"20\",1,IF(M3=\"25\",1,IF(M3=\"30\",1.04,IF(M3=\"35\",1.055,IF(M3=\"40\",1.07,IF(M3=\"45\",1.085,IF(M3=\"50\",1.1,\"Fehler\"))))))))*O27*O30*O31*O32/O29/M40","v":108.90854532444614},null,"NRd,p",{"$f":"(IF(R3=\"20\",1,IF(R3=\"25\",1,IF(R3=\"30\",1.04,IF(R3=\"35\",1.055,IF(R3=\"40\",1.07,IF(R3=\"45\",1.085,IF(R3=\"50\",1.1,\"Fehler\"))))))))*R27*R30*R31*R32/R29/R40","v":77.10725008970789},{"$f":"(IF(R3=\"20\",1,IF(R3=\"25\",1,IF(R3=\"30\",1.04,IF(R3=\"35\",1.055,IF(R3=\"40\",1.07,IF(R3=\"45\",1.085,IF(R3=\"50\",1.1,\"Fehler\"))))))))*S27*S30*S31*S32/S29/R40","v":90.757121103705146},{"$f":"(IF(R3=\"20\",1,IF(R3=\"25\",1,IF(R3=\"30\",1.04,IF(R3=\"35\",1.055,IF(R3=\"40\",1.07,IF(R3=\"45\",1.085,IF(R3=\"50\",1.1,\"Fehler\"))))))))*T27*T30*T31*T32/T29/R40","v":108.90854532444614}]
["Betonausbruch",null,null,null,null,"Betonausbruch",null,null,null,null,null,"Betonausbruch",null,null,null,null,"Betonausbruch"]
["N0Rk,c",{"$f":"7.7*SQRT($B$3)*B15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($B$3)*C15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($B$3)*D15^1.5/1000","v":99.314177925913384},"[kN]","N0Rk,c",{"$f":"7.7*SQRT($G$3)*G15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($G$3)*H15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($G$3)*I15^1.5/1000","v":99.314177925913384},"[kN]",null,"N0Rk,c",{"$f":"7.7*SQRT($M$3)*M15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($M$3)*N15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($M$3)*O15^1.5/1000","v":99.314177925913384},null,"N0Rk,c",{"$f":"7.7*SQRT($R$3)*R15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($R$3)*S15^1.5/1000","v":99.314177925913384},{"$f":"7.7*SQRT($R$3)*T15^1.5/1000","v":99.314177925913384}]
["A0c,N",{"$f":"(3*B15)^2","v":281961},{"$f":"(3*C15)^2","v":281961},{"$f":"(3*D15)^2","v":281961},"[mm²]","A0c,N",{"$f":"(3*G15)^2","v":281961},{"$f":"(3*H15)^2","v":281961},{"$f":"(3*I15)^2","v":281961},"[mm²]",null,"A0c,N",{"$f":"(3*M15)^2","v":281961},{"$f":"(3*N15)^2","v":281961},{"$f":"(3*O15)^2","v":281961},null,"A0c,N",{"$f":"(3*R15)^2","v":281961},{"$f":"(3*S15)^2","v":281961},{"$f":"(3*T15)^2","v":281961}]
["Ac,N",{"$f":"MIN((3*B15),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*B15)/2+MIN((3*B15)/2,$B$5)),MIN((3*B15),MIN((3*B15)/2,$B$5)+MIN((3*B15)/2,$B$7/2)))","v":265500},{"$f":"MIN((3*C15),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*C15)/2+MIN((3*C15)/2,$B$5)),MIN((3*C15),MIN((3*C15)/2,$B$5)+MIN((3*C15)/2,$B$7/2)))","v":265500},{"$f":"MIN((3*D15),$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*D15)/2+MIN((3*D15)/2,$B$5)),MIN((3*D15),MIN((3*D15)/2,$B$5)+MIN((3*D15)/2,$B$7/2)))","v":265500},"[mm²]","Ac,N",{"$f":"MIN((3*G15),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*G15)/2+MIN((3*G15)/2,$G$5)),MIN((3*G15),MIN((3*G15)/2,$G$5)+MIN((3*G15)/2,$G$7/2)))","v":265500},{"$f":"MIN((3*H15),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*H15)/2+MIN((3*H15)/2,$G$5)),MIN((3*H15),MIN((3*H15)/2,$G$5)+MIN((3*H15)/2,$G$7/2)))","v":265500},{"$f":"MIN((3*I15),$G$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*I15)/2+MIN((3*I15)/2,$G$5)),MIN((3*I15),MIN((3*I15)/2,$G$5)+MIN((3*I15)/2,$G$7/2)))","v":265500},"[mm²]",null,"Ac,N",{"$f":"MIN((3*M15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*M15)/2+MIN((3*M15)/2,$B$5)),MIN((3*M15),MIN((3*M15)/2,$B$5)+MIN((3*M15)/2,$B$7/2)))","v":265500},{"$f":"MIN((3*N15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*N15)/2+MIN((3*N15)/2,$B$5)),MIN((3*N15),MIN((3*N15)/2,$B$5)+MIN((3*N15)/2,$B$7/2)))","v":265500},{"$f":"MIN((3*O15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*O15)/2+MIN((3*O15)/2,$B$5)),MIN((3*O15),MIN((3*O15)/2,$B$5)+MIN((3*O15)/2,$B$7/2)))","v":265500},null,"Ac,N",{"$f":"MIN((3*R15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*R15)/2+MIN((3*R15)/2,$G$5)),MIN((3*R15),MIN((3*R15)/2,$G$5)+MIN((3*R15)/2,$G$7/2)))","v":265500},{"$f":"MIN((3*S15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*S15)/2+MIN((3*S15)/2,$G$5)),MIN((3*S15),MIN((3*S15)/2,$G$5)+MIN((3*S15)/2,$G$7/2)))","v":265500},{"$f":"MIN((3*T15),$M$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN((3*T15)/2+MIN((3*T15)/2,$G$5)),MIN((3*T15),MIN((3*T15)/2,$G$5)+MIN((3*T15)/2,$G$7/2)))","v":265500}]
["ψs,N",{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*B15))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*C15))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*D15))","v":1},"[-]","ψs,N",{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*G15))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*H15))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*I15))","v":1},"[-]",null,"ψs,N",{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*M15))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*N15))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*O15))","v":1},null,"ψs,N",{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*R15))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*S15))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*T15))","v":1}]
["ψre,N",{"$f":"MIN(1,0.5+B15/200)","v":1},{"$f":"MIN(1,0.5+C15/200)","v":1},{"$f":"MIN(1,0.5+D15/200)","v":1},"[-]","ψre,N",{"$f":"MIN(1,0.5+G15/200)","v":1},{"$f":"MIN(1,0.5+H15/200)","v":1},{"$f":"MIN(1,0.5+I15/200)","v":1},"[-]",null,"ψre,N",{"$f":"MIN(1,0.5+M15/200)","v":1},{"$f":"MIN(1,0.5+N15/200)","v":1},{"$f":"MIN(1,0.5+O15/200)","v":1},null,"ψre,N",{"$f":"MIN(1,0.5+R15/200)","v":1},{"$f":"MIN(1,0.5+S15/200)","v":1},{"$f":"MIN(1,0.5+T15/200)","v":1}]
["ψec,N",1,1,1,"[-]","ψec,N",1,1,1,"[-]",null,"ψec,N",1,1,1,null,"ψec,N",1,1,1]
[]
["NRk,c",{"$f":"B43*B45/B44*B46*B47*B48","v":93.516175071481541},{"$f":"C43*C45/C44*C46*C47*C48","v":93.516175071481541},{"$f":"D43*D45/D44*D46*D47*D48","v":93.516175071481541},"[kN]","NRk,c",{"$f":"G43*G45/G44*G46*G47*G48","v":93.516175071481541},{"$f":"H43*H45/H44*H46*H47*H48","v":93.516175071481541},{"$f":"I43*I45/I44*I46*I47*I48","v":93.516175071481541},"[kN]",null,"NRk,c",{"$f":"M43*M45/M44*M46*M47*M48","v":93.516175071481541},{"$f":"N43*N45/N44*N46*N47*N48","v":93.516175071481541},{"$f":"O43*O45/O44*O46*O47*O48","v":93.516175071481541},null,"NRk,c",{"$f":"R43*R45/R44*R46*R47*R48","v":93.516175071481541},{"$f":"S43*S45/S44*S46*S47*S48","v":93.516175071481541},{"$f":"T43*T45/T44*T46*T47*T48","v":93.516175071481541}]
["γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]",null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2}]
["NRd,c",{"$f":"B50/$B$51","v":77.930145892901294},{"$f":"C50/$B$51","v":77.930145892901294},{"$f":"D50/$B$51","v":77.930145892901294},"[kN]","NRd,c",{"$f":"G50/$G$51","v":77.930145892901294},{"$f":"H50/$G$51","v":77.930145892901294},{"$f":"I50/$G$51","v":77.930145892901294},"[kN]",null,"NRd,c",{"$f":"M50/$M$51","v":77.930145892901294},{"$f":"N50/$M$51","v":77.930145892901294},{"$f":"O50/$M$51","v":77.930145892901294},null,"NRd,c",{"$f":"R50/$R$51","v":77.930145892901294},{"$f":"S50/$R$51","v":77.930145892901294},{"$f":"T50/$R$51","v":77.930145892901294}]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Dübel 1",null,null,null,null,"Dübel 2"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24"]
[]
["NRd,c,Mitte",{"$f":"MIN(B52,B41)","v":77.10725008970789},{"$f":"MIN(C41,C52)","v":77.930145892901294},{"$f":"MIN(D41,D52)","v":77.930145892901294},null,"NRd",{"$f":"MIN(G41,G52)","v":77.10725008970789},{"$f":"MIN(H41,H52)","v":77.930145892901294},{"$f":"MIN(I41,I52)","v":77.930145892901294},null,null,"NRd,Rand",{"$f":"MIN(M52,M41)","v":77.10725008970789},{"$f":"MIN(N41,N52)","v":77.930145892901294},{"$f":"MIN(O41,O52)","v":77.930145892901294},null,"NRd",{"$f":"MIN(R41,R52)","v":77.10725008970789},{"$f":"MIN(S41,S52)","v":77.930145892901294},{"$f":"MIN(T41,T52)","v":77.930145892901294}]
["NSd,Mitte",{"$f":"Eingabe!O20","v":16.596638655462186},null,null,null,"NSd,Mitte",{"$f":"Eingabe!P20","v":0},null,null,null,null,"NSd,Rand",{"$f":"Eingabe!O25","v":16.596638655462186},null,null,null,"NSd,Rand",{"$f":"Eingabe!P25","v":0}]
["Ausn. N-Stahl, Mitte",{"$f":"$B$62/B25","v":0.28239958403743665},{"$f":"$B$62/C25","v":0.18096626405664309},{"$f":"$B$62/D25","v":0.12559981499682027},null,"Ausnutzung N-Stahl, Mitte 2.R.",{"$f":"$G$62/G25","v":0},{"$f":"$G$62/H25","v":0},{"$f":"$G$62/I25","v":0},null,null,"Ausn. N-Stahl,Rand 1.R.",{"$f":"$M$62/M25","v":0.28239958403743665},{"$f":"$M$62/N25","v":0.18096626405664309},{"$f":"$M$62/O25","v":0.12559981499682027},null,"Ausn. N-Stahl,Rand 2.R.",{"$f":"$R$62/R25","v":0},{"$f":"$R$62/S25","v":0},{"$f":"$R$62/T25","v":0}]
["Ausn. N-Beton, Mitte",{"$f":"$B$62/B61","v":0.2152409615976886},{"$f":"$B$62/C61","v":0.21296814557835936},{"$f":"$B$62/D61","v":0.21296814557835936},null,"Ausnutzung N-Beton, Mitte 2.R.",{"$f":"$G$62/G61","v":0},{"$f":"$G$62/H61","v":0},{"$f":"$G$62/I61","v":0},null,null,"Ausn. N-Beton,Rand 1.R.",{"$f":"$M$62/M61","v":0.2152409615976886},{"$f":"$M$62/N61","v":0.21296814557835936},{"$f":"$M$62/O61","v":0.21296814557835936},null,"Ausn. N-Beton,Rand 2.R.",{"$f":"$R$62/R61","v":0},{"$f":"$R$62/S61","v":0},{"$f":"$R$62/T61","v":0}]
["Ausn. Vy-Stahl o. H. Mitte",{"$f":"B70/B66","v":1.4995471142938175},{"$f":"B70/C66","v":0.96134602272727276},{"$f":"B70/D66","v":0.66734862110311755},null,"Ausn. Vy-Stahl o. H. Mitte",{"$f":"G70/G66","v":0},{"$f":"G70/H66","v":0},{"$f":"G70/I66","v":0},null,null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"M70/M66","v":1.5376818155274423},{"$f":"M70/N66","v":0.98579383300904755},{"$f":"M70/O66","v":0.68431983864063628},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"R70/R66","v":0},{"$f":"R70/S66","v":0},{"$f":"R70/T66","v":0}]
[{"$f":"\"V Stahl m. H. a3= \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3= 20 mm"},35.26,55,79.23,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 20 mm"},35.26,55,79.23,null,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 20 mm"},35.26,55,79.23,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 20 mm"},35.26,55,79.23]
["MRk,s",{"$f":"IF((233*(1-(B62/B25)))<0,0.1,(233*(1-(B62/B25))))","v":167.20089691927726},{"$f":"IF((454*(1-(B62/C25)))<0,0.1,(454*(1-(B62/C25))))","v":371.84131611828406},{"$f":"786*(1-(B62/D25))","v":687.27854541249928},"[Nm]","MRk,s",{"$f":"IF((233*(1-(G62/G25)))<0,0.1,(233*(1-(G62/G25))))","v":233},{"$f":"IF((454*(1-(G62/H25)))<0,0.01,(454*(1-(G62/H25))))","v":454},{"$f":"786*(1-(G62/I25))","v":786},"[Nm]",null,"MRk,s",{"$f":"IF((233*(1-(M62/M25)))<0,0.1,(233*(1-(M62/M25))))","v":167.20089691927726},{"$f":"IF((454*(1-(M62/N25)))<0,0.1,(454*(1-(M62/N25))))","v":371.84131611828406},{"$f":"786*(1-(M62/O25))","v":687.27854541249928},null,"MRk,s",{"$f":"IF((233*(1-(R62/R25)))<0,0.1,(233*(1-(R62/R25))))","v":233},{"$f":"IF((454*(1-(R62/S25)))<0,0.1,(454*(1-(R62/S25))))","v":454},{"$f":"786*(1-(R62/T25))","v":786},"[Nm]"]
["γMs,V",1.56,null,null,"[-]","γMs,V",1.56,null,null,"[-]",null,"γMs,V",1.56,null,null,null,"γMs,V",1.56,null,null,"[-]"]
["VRd,s",{"$f":"IF(Eingabe!E80=0,B66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*B67*2/B68/(B10),$B$9*B67*2/B68/(B10+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,C66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*C67*2/B68/(B10),$B$9*C67*2/B68/(B10+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,D66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*D67*2/B68/(B10),$B$9*D67*2/B68/(B10+10)),79.23))","v":79.23},"[kN]","VRd,s",{"$f":"IF(Eingabe!E80=0,G66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*G67*2/G68/(B10),$G$9*G67*2/G68/(B10+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,H66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*H67*2/G68/(B10),$G$9*H67*2/G68/(B10+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,I66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*I67*2/G68/(B10),$G$9*I67*2/G68/(B10+10)),79.23))","v":79.23},"[kN]",null,"VRd,s",{"$f":"IF(Eingabe!E80=0,M66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*M67*2/M68/(B10),$B$9*M67*2/M68/(B10+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,N66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*N67*2/M68/(B10),$B$9*N67*2/M68/(B10+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,O66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*O67*2/M68/(B10),$B$9*O67*2/M68/(B10+10)),79.23))","v":79.23},null,"VRd,s",{"$f":"IF(Eingabe!E80=0,R66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*R67*2/R68/(B10),$G$9*R67*2/R68/(B10+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,S66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*S67*2/R68/(B10),$G$9*S67*2/R68/(B10+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,T66,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*T67*2/R68/(B10),$G$9*T67*2/R68/(B10+10)),79.23))","v":79.23},"[kN]"]
["VEd,s,y; Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O21,Eingabe!Q21)","v":52.874031250000002},null,null,null,"VSd,s,y; Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P21,Eingabe!R21)","v":0},null,null,null,null,"VSd,s,x/y; Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O26,Eingabe!Q26)","v":54.218660815497614},null,null,null,"VSd,s,x/y; Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P26,Eingabe!R26)","v":0}]
["Ausn. Vy-Stahl m. H. Mitte",{"$f":"$B$70/B69","v":1.4995471142938175},{"$f":"$B$70/C69","v":0.96134602272727276},{"$f":"$B$70/D69","v":0.66734862110311755},null,"Ausn. Mitte Vy Stahl",{"$f":"$G$70/G69","v":0},{"$f":"$G$70/H69","v":0},{"$f":"$G$70/I69","v":0},null,null,"Ausn. Rand Vxy Stahl 1.R.",{"$f":"$M$70/M69","v":1.5376818155274423},{"$f":"$M$70/N69","v":0.98579383300904755},{"$f":"$M$70/O69","v":0.68431983864063628},null,"Ausn. Rand Vxy Stahl 2.R",{"$f":"$R$70/R69","v":0},{"$f":"$R$70/S69","v":0},{"$f":"$R$70/T69","v":0}]
["Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite"]
["k",2,null,null,"[-]","k",2,null,null,"[-]",null,"k",2,null,null,null,"k",2]
["VRk,cp",{"$f":"MIN(($B$73*B50),($B$73*B41*B40))","v":185.05740021529894},{"$f":"MIN(($B$73*C50),($B$73*C41*B40))","v":187.03235014296308},{"$f":"MIN(($B$73*D50),($B$73*D41*B40))","v":187.03235014296308},null,"VRk,cp",{"$f":"MIN(($B$73*G50),($B$73*G41*G40))","v":185.05740021529894},{"$f":"MIN(($B$73*H50),($B$73*H41*G40))","v":187.03235014296308},{"$f":"MIN(($B$73*I50),($B$73*I41*G40))","v":187.03235014296308},null,null,"VRk,cp",{"$f":"MIN(($M$73*M50),($M$73*M41*M40))","v":185.05740021529894},{"$f":"MIN(($M$73*N50),($M$73*N41*M40))","v":187.03235014296308},{"$f":"MIN(($M$73*O50),($M$73*O41*M40))","v":187.03235014296308},null,"VRk,cp",{"$f":"MIN(($R$73*R50),($R$73*R41*R40))","v":185.05740021529894},{"$f":"MIN(($R$73*S50),($R$73*S41*R40))","v":187.03235014296308},{"$f":"MIN(($R$73*T50),($R$73*T41*R40))","v":187.03235014296308}]
["γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]",null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,null,"Nachweis für Bewehrungsstahl"]
["VRd,cp",{"$f":"B74/$B$75","v":154.21450017941578},{"$f":"C74/$B$75","v":155.86029178580259},{"$f":"D74/$B$75","v":155.86029178580259},"[kN]","VRd,cp",{"$f":"G74/$G$75","v":154.21450017941578},{"$f":"H74/$G$75","v":155.86029178580259},{"$f":"I74/$G$75","v":155.86029178580259},"[kN]",null,"VRd,cp",{"$f":"M74/$M$75","v":154.21450017941578},{"$f":"N74/$M$75","v":155.86029178580259},{"$f":"O74/$M$75","v":155.86029178580259},null,"VRd,cp",{"$f":"R74/$R$75","v":154.21450017941578},{"$f":"S74/$R$75","v":155.86029178580259},{"$f":"T74/$R$75","v":155.86029178580259}]
["Betonkantenbruch: c1",{"$f":"B5","v":1200},{"$f":"B5","v":1200},{"$f":"B5","v":1200},"[mm]","Betonkantenbruch: c1",{"$f":"$G$5","v":1200},{"$f":"$G$5","v":1200},{"$f":"$G$5","v":1200},"[mm]",null,"Betonkantenbr: c1 (a = M7)",{"$f":"$B$5","v":1200},{"$f":"$B$5","v":1200},{"$f":"$B$5","v":1200},null,"Betonkantenbr: c1 (a = M7)",{"$f":"$G$5","v":1200},{"$f":"$G$5","v":1200},{"$f":"$G$5","v":1200},null,null,"Streckgrenze Baustahl",null,550,"[N/mm²]"]
["α",{"$f":"0.1*(((MIN(B15,12*16))/B77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(C15,12*20))/C77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(D15,12*24))/D77)^0.5)","v":3.8405728739343045E-2},"[-]","α",{"$f":"0.1*(((MIN(G15,12*16))/G77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(H15,12*20))/H77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(I15,12*24))/I77)^0.5)","v":3.8405728739343045E-2},"[-]",null,"α",{"$f":"0.1*(((MIN(M15,12*16))/M77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(N15,12*20))/N77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(O15,12*24))/O77)^0.5)","v":3.8405728739343045E-2},null,"α",{"$f":"0.1*(((MIN(R15,12*16))/R77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(S15,12*20))/S77)^0.5)","v":3.8405728739343045E-2},{"$f":"0.1*(((MIN(T15,12*24))/T77)^0.5)","v":3.8405728739343045E-2},"[-]",null,"Teilsicherheitsbeiwert gR",null,1.1499999999999999,"[-]"]
["β",{"$f":"0.1*((16/B77)^0.2)","v":4.2168460634274998E-2},{"$f":"0.1*((20/C77)^0.2)","v":4.4093010311086027E-2},{"$f":"0.1*((24/D77)^0.2)","v":4.573050519273264E-2},"[-]","β",{"$f":"0.1*((16/G77)^0.2)","v":4.2168460634274998E-2},{"$f":"0.1*((20/H77)^0.2)","v":4.4093010311086027E-2},{"$f":"0.1*((24/I77)^0.2)","v":4.573050519273264E-2},"[-]",null,"β",{"$f":"0.1*((16/M77)^0.2)","v":4.2168460634274998E-2},{"$f":"0.1*((20/N77)^0.2)","v":4.4093010311086027E-2},{"$f":"0.1*((24/O77)^0.2)","v":4.573050519273264E-2},null,"β",{"$f":"0.1*((16/R77)^0.2)","v":4.2168460634274998E-2},{"$f":"0.1*((20/S77)^0.2)","v":4.4093010311086027E-2},{"$f":"0.1*((24/T77)^0.2)","v":4.573050519273264E-2},"[-]",null,"VSd / m",null,{"$f":"Eingabe!C26","v":87.8},"[kN/m]"]
["V0Rk,c",{"$f":"1.7*16^B78*MIN(B15,12*16)^B79*SQRT($B$3)*$B$77^1.5/1000","v":535.57475207126095},{"$f":"1.7*20^C78*MIN(C15,12*20)^C79*SQRT($B$3)*$C$77^1.5/1000","v":545.59242420558678},{"$f":"1.7*24^D78*MIN(D15,12*24)^D79*SQRT($B$3)*$D$77^1.5/1000","v":554.10285708723472},"[kN]","V0Rk,c",{"$f":"1.7*16^G78*MIN(G15,12*16)^G79*SQRT($G$3)*$G$77^1.5/1000","v":535.57475207126095},{"$f":"1.7*20^H78*MIN(H15,12*20)^H79*SQRT($G$3)*$H$77^1.5/1000","v":545.59242420558678},{"$f":"1.7*24^I78*MIN(I15,12*24)^I79*SQRT($G$3)*$I$77^1.5/1000","v":554.10285708723472},"[kN]",null,"V0Rk,c",{"$f":"1.7*16^M78*MIN(M15,12*16)^M79*SQRT($B$3)*$B$77^1.5/1000","v":535.57475207126095},{"$f":"1.7*20^N78*MIN(N15,12*20)^N79*SQRT($B$3)*$C$77^1.5/1000","v":545.59242420558678},{"$f":"1.7*24^O78*MIN(O15,12*24)^O79*SQRT($B$3)*$D$77^1.5/1000","v":554.10285708723472},null,"V0Rk,c",{"$f":"1.7*16^R78*MIN(R15,12*16)^R79*SQRT($G$3)*$G$77^1.5/1000","v":535.57475207126095},{"$f":"1.7*20^S78*MIN(S15,12*20)^S79*SQRT($G$3)*$H$77^1.5/1000","v":545.59242420558678},{"$f":"1.7*24^T78*MIN(T15,12*24)^T79*SQRT($G$3)*$I$77^1.5/1000","v":554.10285708723472},"[kN]",null,"as",null,{"$f":"Y79*10/Y77*Y78","v":1.8358181818181818},"[cm²/m]"]
["A0c,V",{"$f":"4.5*B77*B77","v":6480000},{"$f":"4.5*C77*C77","v":6480000},{"$f":"4.5*D77*D77","v":6480000},"[mm²]","A0c,V",{"$f":"4.5*G77*G77","v":6480000},6480000,6480000,"[mm²]",null,"A0c,V",{"$f":"4.5*M77*M77","v":6480000},{"$f":"4.5*N77*N77","v":6480000},{"$f":"4.5*O77*O77","v":6480000},null,"A0c,V",{"$f":"4.5*R77*R77","v":6480000},6480000,6480000,"[mm²]"]
["Ac,V",{"$f":"MIN(1.5*B77,B8)*(3*B77)","v":1008000},{"$f":"MIN(1.5*C77,B8)*(3*C77)","v":1008000},{"$f":"MIN(1.5*D77,B8)*(3*D77)","v":1008000},"[mm²]","Ac,V",{"$f":"MIN(1.5*G77,G8)*(3*G77)","v":1008000},{"$f":"MIN(1.5*H77,G8)*(3*H77)","v":1008000},{"$f":"MIN(1.5*I77,G8)*(3*I77)","v":1008000},"[mm²]",null,"Ac,V",{"$f":"MIN(1.5*M77,B8)*(3*M77)","v":1008000},{"$f":"MIN(1.5*N77,B8)*(3*N77)","v":1008000},{"$f":"MIN(1.5*O77,B8)*(3*O77)","v":1008000},null,"Ac,V",{"$f":"MIN(1.5*R77,B8)*(3*R77)","v":1008000},{"$f":"MIN(1.5*S77,B8)*(3*S77)","v":1008000},{"$f":"MIN(1.5*T77,B8)*(3*T77)","v":1008000},"[mm²]"]
["ψs,V",1,null,null,"[-]","ψs,V",1,null,null,"[-]",null,"ψs,V",1,null,null,null,"ψs,V",1,null,null,"[-]"]
["ψh,V",{"$f":"((1.5*B77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*C77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*D77/B8)^(1/2))","v":2.5354627641855498},"[-]","ψh,V",{"$f":"((1.5*G77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*H77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*I77/B8)^(1/2))","v":2.5354627641855498},"[-]",null,"ψh,V",{"$f":"((1.5*M77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*N77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*O77/B8)^(1/2))","v":2.5354627641855498},null,"ψh,V",{"$f":"((1.5*R77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*S77/B8)^(1/2))","v":2.5354627641855498},{"$f":"((1.5*T77/B8)^(1/2))","v":2.5354627641855498},"[-]"]
["ψα,V",1,null,null,"[-]","ψα,V",1,null,null,"[-]",null,"ψα,V",{"$f":"(1/(((COS(M7*PI()/180))^2)+(0.5*(SIN(M7*PI()/180)))^2))^0.5","v":1.0188916180612149},null,null,null,"ψα,V",{"$f":"M85","v":1.0188916180612149},null,null,"[-]"]
["ψec,V",1,null,null,"[-]","ψec,V",1,null,null,"[-]",null,"ψec,V",1,null,null,null,"ψec,V",1,null,null,"[-]"]
["ψre,V",1.2,null,null,"[-]","ψre,V",1.2,null,null,"[-]",null,"ψre,V",1.2,null,null,null,"ψre,V",1.2,null,null,"[-]"]
["VRk,c",{"$f":"B80*$B$82/$B$81*$B$83*$B$84*$B$85*$B$86*$B$87","v":253.48023704539006},{"$f":"C80*$C$82/$C$81*$B$83*$C$84*$B$85*$B$86*$B$87","v":258.22146485239853},{"$f":"D80*$D$82/$D$81*$B$83*$D$84*$B$85*$B$86*$B$87","v":262.24933684572198},"[kN]","VRk,c",{"$f":"G80*$G$82/$G$81*$G$83*$G$84*$G$85*$G$86*$G$87","v":253.48023704539006},{"$f":"H80*$H$82/$H$81*$G$83*$H$84*$G$85*$G$86*$G$87","v":258.22146485239853},{"$f":"I80*$I$82/$I$81*$G$83*$I$84*$G$85*$G$86*$G$87","v":262.24933684572198},"[kN]",null,"VRk,c",{"$f":"M80*$M$82/$M$81*$M$83*$M$84*$M$85*$M$86*$M$87","v":258.26888886971778},{"$f":"N80*$N$82/$N$81*$M$83*$N$84*$M$85*$M$86*$M$87","v":263.09968614159743},{"$f":"O80*$O$82/$O$81*$M$83*$O$84*$M$85*$M$86*$M$87","v":267.20365115421828},null,"VRk,c",{"$f":"R80*$R$82/$R$81*$R$83*$R$84*$R$85*$R$86*$R$87","v":258.26888886971778},{"$f":"S80*$S$82/$S$81*$R$83*$S$84*$R$85*$R$86*$R$87","v":263.09968614159743},{"$f":"T80*$T$82/$T$81*$R$83*$T$84*$R$85*$R$86*$R$87","v":267.20365115421828},"[kN]"]
["γMc",{"$f":"B75","v":1.2},null,null,"[-]","γMc",{"$f":"G75","v":1.2},null,null,"[-]",null,"γMc",{"$f":"M75","v":1.2},null,null,null,"γMc",{"$f":"R75","v":1.2},null,null,"[-]"]
["VRd,c",{"$f":"B88/$B$89","v":211.23353087115839},{"$f":"C88/$B$89","v":215.18455404366546},{"$f":"D88/$B$89","v":218.54111403810165},"[kN]","VRd,c",{"$f":"G88/$B$89","v":211.23353087115839},{"$f":"H88/$B$89","v":215.18455404366546},{"$f":"I88/$B$89","v":218.54111403810165},"[kN]",null,"VRd,c",{"$f":"M88/$B$89","v":215.22407405809815},{"$f":"N88/$B$89","v":219.24973845133121},{"$f":"O88/$B$89","v":222.66970929518192},null,"VRd,c",{"$f":"R88/$B$89","v":215.22407405809815},{"$f":"S88/$B$89","v":219.24973845133121},{"$f":"T88/$B$89","v":222.66970929518192},"[kN]"]
["Mitte",null,null,null,null,null,null,null,null,null,null,"Rand"]
["VRd,cp/c maßgeb,Mitte",{"$f":"MIN(B76,B90)","v":154.21450017941578},{"$f":"MIN(C76,C90)","v":155.86029178580259},{"$f":"MIN(D76,D90)","v":155.86029178580259},"[kN]","VRd,cp/c maßgeb,Mitte",{"$f":"MIN(G76,G90)","v":154.21450017941578},155.86029178580259,155.86029178580259,"[kN]",null,"VRd,cp/c maßgeb,Rand",{"$f":"MIN(M76,M90)","v":154.21450017941578},155.86029178580259,155.86029178580259,null,"VRd,cp/c maßgeb,Rand",{"$f":"MIN(R76,R90)","v":154.21450017941578},155.86029178580259,155.86029178580259]
["VSd,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O22,Eingabe!Q22)","v":52.874031250000002},null,null,null,"VSd,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P22,Eingabe!R22)","v":0},null,null,null,null,"VSd,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O28,Eingabe!Q28)","v":54.218660815497614},null,null,null,"VSd,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P28,Eingabe!R28)","v":0}]
["Ausn Vy Beton Mitte",{"$f":"$B$93/B92","v":0.34286030942930434},{"$f":"$B$93/C92","v":0.33923990930713971},{"$f":"$B$93/D92","v":0.33923990930713971},null,"Ausn V Beton Mitte",{"$f":"$G$93/G92","v":0},{"$f":"$G$93/H92","v":0},{"$f":"$G$93/I92","v":0},null,null,"Ausn Vxy Beton Rand",{"$f":"$M$93/M92","v":0.35157952561152617},{"$f":"$M$93/N92","v":0.34786705577331933},{"$f":"$M$93/O92","v":0.34786705577331933},null,"Ausn Vxy Beton Rand",{"$f":"$R$93/R92","v":0},{"$f":"$R$93/S92","v":0},{"$f":"$R$93/T92","v":0}]
[]
["Kombinierte Beanspruchung Mitte Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Mitte Reihe 2",null,null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 2"]
[null,{"$f":"B14","v":"Kappenanker HPA M16"},{"$f":"C14","v":"Kappenanker HPA M20"},{"$f":"D14","v":"Kappenanker HPA M24"},null,null,{"$f":"G14","v":"Kappenanker HPA M16"},{"$f":"H14","v":"Kappenanker HPA M20"},{"$f":"I14","v":"Kappenanker HPA M24"},null,null,null,{"$f":"M59","v":"Kappenanker HPA M16"},{"$f":"N59","v":"Kappenanker HPA M20"},{"$f":"O59","v":"Kappenanker HPA M24"},null,null,{"$f":"R59","v":"Kappenanker HPA M16"},{"$f":"S59","v":"Kappenanker HPA M20"},{"$f":"T59","v":"Kappenanker HPA M24"}]
["kombi N+V m/o H Stahl Mitte",{"$f":"MAX(B71,IF(B65=0,B63,B63^2+B65^2))","v":2.3283910730514328},{"$f":"MAX(C71,IF(C65=0,C63,C63^2+C65^2))","v":0.96134602272727276},{"$f":"MAX(D71,IF(D65=0,D63,D63^2+D65^2))","v":0.66734862110311755},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(G71,IF(G65=0,G63,G63^2+G65^2))","v":0},{"$f":"MAX(H71,IF(H65=0,H63,H63^2+H65^2))","v":0},{"$f":"MAX(I71,IF(I65=0,I63,I63^2+I65^2))","v":0},null,null,"kombi N+V m/o H Stahl Rand",{"$f":"MAX(M71,IF(M65=0,M63,M63^2+M65^2))","v":2.4442148908682886},{"$f":"MAX(N71,IF(N65=0,N63,N63^2+N65^2))","v":1.0045382699252885},{"$f":"MAX(O71,IF(O65=0,O63,O63^2+O65^2))","v":0.68431983864063628},null,"kombi N+V m/o H Stahl Rand",{"$f":"MAX(R71,IF(R65=0,R63,R63^2+R65^2))","v":0},{"$f":"MAX(S71,IF(S65=0,S63,S63^2+S65^2))","v":0},{"$f":"MAX(T71,IF(T65=0,T63,T63^2+T65^2))","v":0}]
["kombi N+V Beton Mitte",{"$f":"IF(OR(B64>1,B94>1),MAX(B64,B94),IF(OR(B64=0,B94=0),B64+B94,MIN((B64+B94)/1.2,B64^1.5+B94^1.5)))","v":0.30061840739403611},{"$f":"IF(OR(C64>1,C94>1),MAX(C64,C94),IF(OR(C64=0,C94=0),C64+C94,MIN((C64+C94)/1.2,C64^1.5+C94^1.5)))","v":0.2958694730287928},{"$f":"IF(OR(D64>1,D94>1),MAX(D64,D94),IF(OR(D64=0,D94=0),D64+D94,MIN((D64+D94)/1.2,D64^1.5+D94^1.5)))","v":0.2958694730287928},null,"kombi N+V Beton Mitte",{"$f":"IF(OR(G64>1,G94>1),MAX(G64,G94),IF(OR(G64=0,G94=0),G64+G94,MIN((G64+G94)/1.2,G64^1.5+G94^1.5)))","v":0},{"$f":"IF(OR(H64>1,H94>1),MAX(H64,H94),IF(OR(H64=0,H94=0),H64+H94,MIN((H64+H94)/1.2,H64^1.5+H94^1.5)))","v":0},{"$f":"IF(OR(I64>1,I94>1),MAX(I64,I94),IF(OR(I64=0,I94=0),I64+I94,MIN((I64+I94)/1.2,I64^1.5+I94^1.5)))","v":0},null,null,"kombi N+V Beton Rand",{"$f":"IF(OR(M64>1,M94>1),MAX(M64,M94),IF(OR(M64=0,M94=0),M64+M94,MIN((M64+M94)/1.2,M64^1.5+M94^1.5)))","v":0.30832510230412924},0.30345442360320718,0.30345442360320718,null,"kombi N+V Beton Rand",{"$f":"IF(OR(R64>1,R94>1),MAX(R64,R94),IF(OR(R64=0,R94=0),R64+R94,MIN((R64+R94)/1.2,R64^1.5+R94^1.5)))","v":0},0,0,"V=0 kommt vor, wenn keine indirekten Einw. und Anschlussbew. Vorhanden"]
[]
["Maximum Kombi Mitte",{"$f":"MAX(B98,B99)","v":2.3283910730514328},{"$f":"MAX(C98,C99)","v":0.96134602272727276},{"$f":"MAX(D98,D99)","v":0.66734862110311755},null,"Maximum Kombi Mitte",{"$f":"MAX(G98,G99)","v":0},{"$f":"MAX(H98,H99)","v":0},{"$f":"MAX(I98,I99)","v":0},null,null,"Maximum Kombi Rand",{"$f":"MAX(M98,M99)","v":2.4442148908682886},{"$f":"MAX(N98,N99)","v":1.0045382699252885},{"$f":"MAX(O98,O99)","v":0.68431983864063628},null,"Maximum Kombi Rand",{"$f":"MAX(R98,R99)","v":0},{"$f":"MAX(S98,S99)","v":0},{"$f":"MAX(T98,T99)","v":0}]
["Warnung Mitte",{"$f":"IF(MAX(B101,G101)>1.009,\"Unzulässig!\",\"ok\")","v":"Unzulässig!"},{"$f":"IF(MAX(C101,H101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(D101,I101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},null,"Warnung Mitte",{"$f":"IF(MAX(B101,G101)>1.009,\"Unzulässig!\",\"ok\")","v":"Unzulässig!"},{"$f":"IF(MAX(C101,H101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(D101,I101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},null,null,"Warnung Rand",{"$f":"IF(MAX(M101,R101)>1.009,\"Unzulässig!\",\"ok\")","v":"Unzulässig!"},{"$f":"IF(MAX(N101,S101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(O101,T101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},null,"Warnung Rand",{"$f":"IF(MAX(M101,R101)>1.009,\"Unzulässig!\",\"ok\")","v":"Unzulässig!"},{"$f":"IF(MAX(N101,S101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(O101,T101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"}]
[]
["Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M20"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M20"},null,null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M20"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M20"}]
["Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(B97:$D$98,2,MATCH($B$104,B97:$D$97))","v":0.96134602272727276},null,null,null,"Ausnutzung N Mitte",{"$f":"INDEX($G97:I$99,2,MATCH($B$104,$G97:I$97))","v":0},null,null,null,null,"Ausnutzung N Rand",{"$f":"INDEX($M97:O$98,2,MATCH($M$104,$M97:O$97))","v":1.0045382699252885},null,null,null,"Ausnutzung N Rand",{"$f":"INDEX($R97:T$99,2,MATCH($R$104,$R97:T$97))","v":0}]
["Ausnutzung N+V Beton Mitte",{"$f":"INDEX(B97:$D$99,3,MATCH($B$104,B97:D97))","v":0.2958694730287928},null,null,null,"Ausnutzung V Mitte",{"$f":"INDEX($G97:I$99,3,MATCH($B$104,G97:I97))","v":0},null,null,null,null,"Ausnutzung V Rand",{"$f":"INDEX($M97:O$99,3,MATCH($M$104,M97:O97))","v":0.30345442360320718},null,null,null,"Ausnutzung V Rand",{"$f":"INDEX($R97:T$99,3,MATCH($R$104,R97:T97))","v":0}]
["Interaktion",{"$f":"INDEX(B97:$D$101,5,MATCH($B$104,B97:D97))","v":0.96134602272727276},null,null,null,"Interaktion",{"$f":"INDEX($G97:I$101,5,MATCH($G$104,G97:I97))","v":0},null,null,null,null,"Interaktion",{"$f":"INDEX($M97:O$101,5,MATCH($M$104,M97:O97))","v":1.0045382699252885},null,null,null,"Interaktion",{"$f":"INDEX($R97:T$101,5,MATCH($R$104,R97:T97))","v":0}]
[{"$f":"A11","v":"Warnung c"},"ok","ok","ok",null,{"$f":"F11","v":"Warnung c"},{"$f":"G11","v":"ok"},{"$f":"H11","v":"ok"},{"$f":"I11","v":"ok"},null,null,{"$f":"A11","v":"Warnung c"},"ok","ok","ok",null,{"$f":"A11","v":"Warnung c"},{"$f":"G11","v":"ok"},{"$f":"H11","v":"ok"},{"$f":"H11","v":"ok"}]
["Warnung s Mitte 1.R","ok","ok","ok",null,{"$f":"F12","v":"Warnung s Mitte 2.R"},"ok","ok","ok",null,null,{"$f":"L12","v":"Warnung s Rand 1.R"},"ok","ok","ok",null,"Warnung s Rand 2.R","ok","ok","ok"]
["Warnung h","ok","ok","ok",null,"Warnung h","ok","ok","ok",null,null,"Warnung h","ok","ok","ok",null,{"$f":"A13","v":"Warnung h"},{"$f":"G13","v":"ok"},{"$f":"H13","v":"ok"},{"$f":"H13","v":"ok"}]

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["Kappe",null,null,"Mittelbereich",null,null,null,null,null,null,null,null,null,null,"Randbereich"]
["Dübel 1 (der Tragwerksachse näher liegend)",null,null,null,null,"Dübel 2 (dem Tragwerksrand näher liegend)",null,null,null,null,"Dübel 1 (der Tragwerksachse näher liegend)",null,null,null,null,"Dübel 2 (dem Tragwerksrand näher liegend)"]
["fck,cyl",{"$f":"Eingabe!F14","v":"20"},"[N/mm²]","Abmind. Leichtbeton",null,"fck,cyl",{"$f":"B3","v":"20"},"[N/mm²]",null,null,"fck,cyl",{"$f":"Eingabe!F14","v":"20"},"[N/mm²]"]
["Untergrund",null,"[-]",{"$f":"Eingabe!N3","v":1},null,"Untergrund",null,"[-]"]
["Randabstand cK",{"$f":"Eingabe!C16","v":400},"[mm]","cT,Dübel 1,1-reihig",{"$f":"Eingabe!C7","v":1200},"Randabstand cT,D2",{"$f":"Eingabe!C7-B7","v":1200},"[mm]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1. Dübelsystem HIT-RE 500 V3 nach ETA-16/0143\n2. Hilti Betonverbinder HPA nach abZ/aBG-21.8-1900 \n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf Brückenkappen mit Injektionssystem HIT RE 500 V3; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH"]
["Achsabstand sx,Mitte",{"$f":"Eingabe!T6","v":500},"[mm]",null,null,"Achsabstand sx,Mitte",{"$f":"B6","v":500},"[mm]",null,null,"Achsabstand sx,Rand",{"$f":"Eingabe!T7","v":500},"[mm]"]
["Dübelreihenabst. s1",{"$f":"Eingabe!C17","v":0},"[mm]",null,null,"Dübelreihenabst. s1",{"$f":"B7","v":0},"[mm]"]
["Randbalkenhöhe h",{"$f":"Eingabe!C18","v":145},"[mm]",null,null,"Randbalkenhöhe h",{"$f":"B8","v":145},"[mm]"]
["Dübelanzahl",1,"[Stk]",null,null,"Dübelanzahl",{"$f":"B9","v":1},"[Stk]"]
["Kopfbolzendurchmesser",{"$f":"Eingabe!X50","v":42.8}]
["Dicht./Schutzbahn",{"$f":"IF(Eingabe!E80=1,Eingabe!D80,0)","v":0},"[mm]"]
[null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,{"$f":"B12","v":"Kappenanker HPA M16"},"Kappenanker HPA M20","Kappenanker HPA M24",null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,{"$f":"L12","v":"Kappenanker HPA M16"},{"$f":"M12","v":"Kappenanker HPA M20"},{"$f":"N12","v":"Kappenanker HPA M24"}]
["Kopfbolzenhöhe hef",{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112},"[mm]","Kopfbolzenhöhe hef",112,112,112,"[mm]","Kopfbolzenhöhe hef",{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112},null,"Kopfbolzenhöhe hef",{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112},{"$f":"Eingabe!C21","v":112}]
["Durchmesser Kopf dp",{"$f":"IF(Eingabe!$C$15=\"U-Scheibe 50x3 + Muttern M16\",Eingabe!$AB$44,Eingabe!$Z$44)","v":24},{"$f":"IF(OR(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$15=\"U-Scheibe 60x4 + Muttern M20\"),Eingabe!$AB$45,Eingabe!$Z$45)","v":30},{"$f":"IF(OR(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$15=\"U-Scheibe 72x5 + Muttern M24\"),Eingabe!$AB$46,Eingabe!$Z$46)","v":36},null,null,{"$f":"B14","v":24},{"$f":"C14","v":30},{"$f":"D14","v":36},null,null,{"$f":"B14","v":24},{"$f":"C14","v":30},{"$f":"D14","v":36},null,null,{"$f":"B14","v":24},{"$f":"C14","v":30},{"$f":"D14","v":36}]
["Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel"]
["Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen"]
["NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,171.5,247.1,null,"NRk,s",109.9,171.5,247.1]
["γMs",1.87,null,null,"[-]","γMs",1.87,null,null,"[-]","γMs",1.87,null,null,null,"γMs",1.87]
["NRd,s",{"$f":"$B$9*B17/$B$18","v":58.770053475935832},{"$f":"$B$9*C17/$B$18","v":91.711229946524057},{"$f":"$B$9*D17/$B$18","v":132.13903743315507},"[kN]","NRd,s",{"$f":"$G$9*G17/$G$18","v":58.770053475935832},{"$f":"$G$9*H17/$G$18","v":91.711229946524057},{"$f":"$G$9*I17/$G$18","v":132.13903743315507},"[kN]","NRd,s",{"$f":"$B$9*L17/$L$18","v":58.770053475935832},{"$f":"$B$9*M17/$L$18","v":91.711229946524057},{"$f":"$B$9*N17/$L$18","v":132.13903743315507},null,"NRd,s",{"$f":"$G$9*Q17/$Q$18","v":58.770053475935832},{"$f":"$G$9*R17/$Q$18","v":91.711229946524057},{"$f":"$G$9*S17/$Q$18","v":132.13903743315507}]
["Herausziehen für",{"$f":"Eingabe!C15","v":"Bundmutter HPA-FN A4 M20"},null,null,null,"Herausziehen",null,null,null,null,"Herausziehen",null,null,null,null,"Herausziehen"]
["AKopf",{"$f":"IF(Eingabe!$C$15=\"U-Scheibe 50x3 + Muttern M16\",Eingabe!AD44,Eingabe!AA44)","v":251},{"$f":"IF(OR(Eingabe!C15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$15=\"U-Scheibe 60x4 + Muttern M20\"),Eingabe!AD45,Eingabe!AA45)","v":393},{"$f":"IF(OR(Eingabe!$C$15=\"U-Scheibe 60x4 + Muttern M20\",Eingabe!C15=\"Kopfplatte HPA-K M24x70x19\"),Eingabe!AD46,Eingabe!AA46)","v":565},null,"AKopf",{"$f":"B21","v":251},{"$f":"C21","v":393},{"$f":"D21","v":565},null,"AKopf",{"$f":"B21","v":251},{"$f":"C21","v":393},{"$f":"D21","v":565},null,"AKopf",{"$f":"B21","v":251},{"$f":"C21","v":393},{"$f":"D21","v":565}]
["NRk,p",{"$f":"7.5*B3*D4*B21/1000","v":37.65},{"$f":"7.5*B3*D4*C21/1000","v":58.95},{"$f":"7.5*B3*D4*D21/1000","v":84.75},"[kN]","NRk,p",{"$f":"7.5*G3*D4*G21/1000","v":37.65},{"$f":"7.5*G3*D4*H21/1000","v":58.95},{"$f":"7.5*G3*D4*I21/1000","v":84.75},"[kN]","NRk,p",{"$f":"7.5*L3*D4*L21/1000","v":37.65},{"$f":"7.5*L3*D4*M21/1000","v":58.95},{"$f":"7.5*L3*D4*N21/1000","v":84.75},null,"NRk,p",{"$f":"7.5*L3*D4*Q21/1000","v":37.65},{"$f":"7.5*L3*D4*R21/1000","v":58.95},{"$f":"7.5*L3*D4*S21/1000","v":84.75}]
["γMp = gc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp = gc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["NRd,p",{"$f":"B22/B23","v":31.375},{"$f":"(C22/B23)","v":49.125000000000007},{"$f":"(D22/B23)","v":70.625},null,"NRd,p",{"$f":"G22/G23","v":31.375},{"$f":"(H22/G23)","v":49.125000000000007},{"$f":"(I22/G23)","v":70.625},null,"NRd,p",{"$f":"L22/L23","v":31.375},{"$f":"(M22/L23)","v":49.125000000000007},{"$f":"(N22/L23)","v":70.625},null,"NRd,p",{"$f":"Q22/Q23","v":31.375},{"$f":"(R22/Q23)","v":49.125000000000007},{"$f":"(S22/Q23)","v":70.625}]
["Betonausbruch","Ac,N,Mutter/Bundmutter :",{"$f":"MIN(3*$B$13,$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN(1.5*$B$13,$E$5)+MIN(1.5*$B$13,$B$5),MIN(1.5*$B$13,$B$5)+MIN(1.5*$B$13,$B$7/2))","v":112896},"Ac,N,Kopfpl./Uscheibe :",{"$f":"MIN(4*C13,$B$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN(2*C13,$E$5)+MIN(2*C13,$B$5),MIN(2*C13,$B$5)+MIN(2*C13,$B$7/2))","v":200704},"Betonausbruch",{"$f":"B25","v":"Ac,N,Mutter/Bundmutter :"},{"$f":"MIN(3*G13,$B$6)*(MIN(G7/2,1.5*G13)+MIN(1.5*G13,$G$5))","v":56448},{"$f":"D25","v":"Ac,N,Kopfpl./Uscheibe :"},{"$f":"MIN(4*G13,$B$6)*(MIN(G7/2,2*G13)+MIN(2*G13,$G$5))","v":100352},"Betonausbruch",{"$f":"B25","v":"Ac,N,Mutter/Bundmutter :"},{"$f":"MIN(3*L13,$L$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN(1.5*L13,$E$5)+MIN(1.5*L13,$B$5),MIN(1.5*L13,$B$5)+MIN(1.5*L13,$B$7/2))","v":112896},{"$f":"D25","v":"Ac,N,Kopfpl./Uscheibe :"},{"$f":"MIN(4*M13,$L$6)*IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",MIN(2*M13,$E$5)+MIN(2*M13,$B$5),MIN(2*M13,$B$5)+MIN(2*M13,$B$7/2))","v":200704},"Betonausbruch",{"$f":"B25","v":"Ac,N,Mutter/Bundmutter :"},{"$f":"MIN(3*G13,$L$6)*(MIN(G7/2,1.5*G13)+MIN(1.5*G13,$G$5))","v":56448},{"$f":"D25","v":"Ac,N,Kopfpl./Uscheibe :"},{"$f":"MIN(4*G13,$L$6)*(MIN(G7/2,2*G13)+MIN(2*G13,$G$5))","v":100352}]
["Konstante k",8.9,{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},null,"Konstante k",{"$f":"B26","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},null,"Konstante k",8.9,{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},null,"Konstante k",{"$f":"L26","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7}]
["N0Rk,c",{"$f":"$B$26*SQRT($B$3)*D4*B13^1.5/1000","v":47.177186622349581},{"$f":"$C$26*SQRT($B$3)*D4*C13^1.5/1000","v":47.177186622349581},{"$f":"$D$26*SQRT($B$3)*D4*D13^1.5/1000","v":40.816217639560868},"[kN]","N0Rk,c",{"$f":"$G$26*SQRT($G$3)*D4*G13^1.5/1000","v":47.177186622349581},{"$f":"$H$26*SQRT($G$3)*D4*H13^1.5/1000","v":47.177186622349581},{"$f":"$I$26*SQRT($G$3)*D4*I13^1.5/1000","v":40.816217639560868},"[kN]","N0Rk,c",{"$f":"$L$26*SQRT($L$3)*D4*L13^1.5/1000","v":47.177186622349581},{"$f":"$M$26*SQRT($L$3)*D4*M13^1.5/1000","v":47.177186622349581},{"$f":"$N$26*SQRT($L$3)*D4*N13^1.5/1000","v":40.816217639560868},null,"N0Rk,c",{"$f":"$Q$26*SQRT($L$3)*D4*Q13^1.5/1000","v":47.177186622349581},{"$f":"$R$26*SQRT($L$3)*D4*R13^1.5/1000","v":47.177186622349581},{"$f":"$S$26*SQRT($L$3)*D4*S13^1.5/1000","v":40.816217639560868}]
["A0c,N",{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},"[mm²]","A0c,N",{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},"[mm²]","A0c,N",{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},null,"A0c,N",{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896},{"$f":"(3*B$13)^2","v":112896}]
["Ac,N",{"$f":"IF(Eingabe!C15=\"U-Scheibe 50x3 + Muttern M16\",E25,C25)","v":112896},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),C25,E25)","v":112896},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),C25,E25)","v":200704},"[mm²]","Ac,N",{"$f":"IF(Eingabe!C15=\"U-Scheibe 50x3 + Muttern M16\",J25,H25)","v":56448},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),H25,J25)","v":56448},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),H25,J25)","v":100352},"[mm²]","Ac,N",{"$f":"IF(Eingabe!C15=\"U-Scheibe 50x3 + Muttern M16\",O25,M25)","v":112896},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),M25,O25)","v":112896},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),M25,O25)","v":200704},null,"Ac,N",{"$f":"IF(Eingabe!C15=\"U-Scheibe 50x3 + Muttern M16\",T25,R25)","v":56448},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),R25,T25)","v":56448},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$C$15=\"Bundmutter HPA-FN A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),R25,T25)","v":100352}]
["ψs,N",{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*B13))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*C13))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*D13))","v":1},"[-]","ψs,N",{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*G13))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*H13))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*I13))","v":1},"[-]","ψs,N",{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*L13))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*M13))","v":1},{"$f":"MIN(1,0.7+0.3*$B$5/(1.5*N13))","v":1},null,"ψs,N",{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*Q13))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*R13))","v":1},{"$f":"MIN(1,0.7+0.3*$G$5/(1.5*S13))","v":1}]
["ψre,N",1,1,1,"[-]","ψre,N",1,1,1,"[-]","ψre,N",1,1,1,null,"ψre,N",1,1,1]
["ψec,N",1,1,1,"[-]","ψec,N",1,1,1,"[-]","ψec,N",1,1,1,null,"ψec,N",1,1,1]
["ψucr,N",1,1,1,"[-]","ψucr,N",1,1,1,"[-]","ψucr,N",1,1,1,null,"ψucr,N",1,1,1]
["NRk,c",{"$f":"B27*B29/B28*B30*B31*B32*B33","v":47.177186622349581},{"$f":"C27*C29/C28*C30*C31*C32*C33","v":47.177186622349581},{"$f":"D27*D29/D28*D30*D31*D32*D33","v":72.562164692552656},"[kN]","NRk,c",{"$f":"G27*G29/G28*G30*G31*G32*G33","v":23.58859331117479},{"$f":"H27*H29/H28*H30*H31*H32*H33","v":23.58859331117479},{"$f":"I27*I29/I28*I30*I31*I32*I33","v":36.281082346276328},"[kN]","NRk,c",{"$f":"L27*L29/L28*L30*L31*L32*L33","v":47.177186622349581},{"$f":"M27*M29/M28*M30*M31*M32*M33","v":47.177186622349581},{"$f":"N27*N29/N28*N30*N31*N32*N33","v":72.562164692552656},null,"NRk,c",{"$f":"Q27*Q29/Q28*Q30*Q31*Q32*Q33","v":23.58859331117479},{"$f":"R27*R29/R28*R30*R31*R32*R33","v":23.58859331117479},{"$f":"S27*S29/S28*S30*S31*S32*S33","v":36.281082346276328}]
["γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["NRd,c",{"$f":"B34/$B$35","v":39.314322185291317},{"$f":"C34/$B$35","v":39.314322185291317},{"$f":"D34/$B$35","v":60.468470577127214},"[kN]","NRd,c",{"$f":"G34/$G$35","v":19.657161092645659},{"$f":"H34/$G$35","v":19.657161092645659},{"$f":"I34/$G$35","v":30.234235288563607},"[kN]","NRd,c",{"$f":"L34/$L$35","v":39.314322185291317},{"$f":"M34/$L$35","v":39.314322185291317},{"$f":"N34/$L$35","v":60.468470577127214},null,"NRd,c",{"$f":"Q34/$Q$35","v":19.657161092645659},{"$f":"R34/$Q$35","v":19.657161092645659},{"$f":"S34/$Q$35","v":30.234235288563607}]
[]
[]
[]
[null,"keine Zeilen rauslöschen!!! Führt zu Veränderungen in anderen Formeln"]
[]
[]
[]
["Lokale Pressung am Kopfbolzen",null,null,null,null,"Lokale Pressung am Kopfbolzen"]
["da",null,null,null,"[mm]","da",null,null,null,"[mm]"]
["Schlüsselweite",24,30,36,"[mm]","Schlüsselweite",24,30,36,"[mm]","Kopfpressung kann entfallen weil gleich mit Herausziehen!"]
["AKopfbolzen",{"$f":"B21","v":251},{"$f":"C21","v":393},{"$f":"D21","v":565},"[mm²]","AKopfbolzen",{"$f":"G21","v":251},393,565,"[mm²]"]
["n x fck,cube",{"$f":"6*B3","v":120},{"$f":"6*B3","v":120},{"$f":"6*B3","v":120},"[N/mm2]","n x fck,cube",{"$f":"B48","v":120},{"$f":"C48","v":120},{"$f":"D48","v":120},"[N/mm2]"]
["γMc",{"$f":"IF(Eingabe!C24=\"Wind auf Lärmschutzwand\",1.5,1.2)","v":1.2},null,null,"[-]","γMc",{"$f":"IF(Eingabe!C24=\"Wind auf Lärmschutzwand\",1.5,1.2)","v":1.2},null,null,"[-]"]
["NRd,L",{"$f":"B47*B48/$B$49/1000*$B$9","v":25.1},{"$f":"C47*C48/$B$49/1000*$B$9","v":39.299999999999997},{"$f":"D47*D48/$B$49/1000*$B$9","v":56.5},"[kN]","NRd,L",{"$f":"G47*G48/$G$49/1000*$B$9","v":25.1},{"$f":"H47*H48/$G$49/1000*$B$9","v":39.299999999999997},{"$f":"I47*I48/$G$49/1000*$B$9","v":56.5},"[kN]"]
[]
["NRd,c,Mitte",{"$f":"MIN(B36,B24)","v":31.375},{"$f":"MIN(C36,C24)","v":39.314322185291317},{"$f":"MIN(D36,D24)","v":60.468470577127214},"[kN]","NRd,c,Mitte",{"$f":"MIN(G36,G24)","v":19.657161092645659},{"$f":"MIN(H36,H24)","v":19.657161092645659},{"$f":"MIN(I36,I24)","v":30.234235288563607},"[kN]","NRd,c,Rand",{"$f":"MIN(L36,L24)","v":31.375},{"$f":"MIN(M36,M24)","v":39.314322185291317},{"$f":"MIN(N36,N24)","v":60.468470577127214},null,"NRd,c,Rand",{"$f":"MIN(Q36,Q24)","v":19.657161092645659},{"$f":"MIN(R36,R24)","v":19.657161092645659},{"$f":"MIN(S36,S24)","v":30.234235288563607}]
["NEd, Mitte",{"$f":"Eingabe!O20","v":16.596638655462186},null,null,null,"NEd, Mitte",{"$f":"Eingabe!P20","v":0},null,null,null,"NEd,Rand",{"$f":"Eingabe!O25","v":16.596638655462186},null,null,null,"NEd, Rand",{"$f":"Eingabe!P25","v":0}]
["Ausn. N-Stahl, Mitte",{"$f":"$B$53/B19","v":0.28239958403743665},{"$f":"$B$53/C19","v":0.18096626405664309},{"$f":"$B$53/D19","v":0.12559981499682027},null,"Ausn. N-Stahl, Mitte",{"$f":"$G$53/G19","v":0},{"$f":"$G$53/H19","v":0},{"$f":"$G$53/I19","v":0},null,"Ausn. N-Stahl, Rand",{"$f":"$L$53/L19","v":0.28239958403743665},{"$f":"$L$53/M19","v":0.18096626405664309},{"$f":"$L$53/N19","v":0.12559981499682027},null,"Ausn. N-Stahl, Rand",{"$f":"$Q$53/Q19","v":0},{"$f":"$Q$53/R19","v":0},{"$f":"$Q$53/S19","v":0}]
["Ausn. N-Beton, Mitte",{"$f":"$B$53/B52","v":0.52897653085138441},{"$f":"$B$53/C52","v":0.42215248115536613},{"$f":"$B$53/D52","v":0.27446764399792883},null,"Ausn. N-Beton, Mitte",{"$f":"$G$53/G52","v":0},{"$f":"$G$53/H52","v":0},{"$f":"$G$53/I52","v":0},null,"Ausn. N-Beton, Rand",{"$f":"$L$53/L52","v":0.52897653085138441},{"$f":"$L$53/M52","v":0.42215248115536613},{"$f":"$L$53/N52","v":0.27446764399792883},null,"Ausn. N-Beton, Rand",{"$f":"$Q$53/Q52","v":0},{"$f":"$Q$53/R52","v":0},{"$f":"$Q$53/S52","v":0}]
["Ausn. Vy-Stahl o. H. Mitte",{"$f":"$B$61/B57","v":1.4995471142938175},{"$f":"$B$61/C57","v":0.96134602272727276},{"$f":"$B$61/D57","v":0.66734862110311755},null,"Ausn. Vy-Stahl o. H. Mitte",{"$f":"$G$61/G57","v":0},{"$f":"$G$61/H57","v":0},{"$f":"$G$61/I57","v":0},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"$L$61/L57","v":1.5376818155274423},{"$f":"$L$61/M57","v":0.98579383300904755},{"$f":"$L$61/N57","v":0.68431983864063628},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"$Q$61/Q57","v":0},{"$f":"$Q$61/R57","v":0},{"$f":"$Q$61/S57","v":0}]
["Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23]
["MRk,s",{"$f":"IF((233*(1-(B53/B19)))<0,0.1,(233*(1-(B53/B19))))","v":167.20089691927726},{"$f":"IF((454*(1-B53/C19))<1,0.1,(454*(1-B53/C19)))","v":371.84131611828406},{"$f":"IF(786*(1-B53/D19)<1,0.1,786*(1-B53/D19))","v":687.27854541249928},"[Nm]","MRk,s",{"$f":"IF(233*(1-G53/G19)<1,0.1,233*(1-G53/G19))","v":233},{"$f":"IF(454*(1-G53/H19)<1,0.1,454*(1-G53/H19))","v":454},{"$f":"IF(786*(1-G53/I19)<1,0.1,786*(1-G53/I19))","v":786},"[Nm]","MRk,s",{"$f":"IF(233*(1-L53/L19)<1,0.1,233*(1-L53/L19))","v":167.20089691927726},{"$f":"IF(454*(1-L53/M19)<1,0.1,454*(1-L53/M19))","v":371.84131611828406},{"$f":"IF(786*(1-L53/N19)<1,0.1,786*(1-L53/N19))","v":687.27854541249928},"[Nm]","MRk,s",{"$f":"IF(233*(1-Q53/Q19)<1,0.1,233*(1-Q53/Q19))","v":233},{"$f":"IF(454*(1-Q53/R19)<1,0.1,454*(1-Q53/R19))","v":454},{"$f":"IF(786*(1-Q53/S19)<1,0.1,786*(1-Q53/S19))","v":786},"[Nm]"]
["γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]"]
["VRd,s",{"$f":"IF(Eingabe!E80=0,B57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*B58*2/B59/(B11),$B$9*B58*2/B59/(B11+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,C57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*C58*2/B59/(B11),$B$9*C58*2/B59/(B11+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,D57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*D58*2/B59/(B11),$B$9*D58*2/B59/(B11+10)),79.23))","v":79.23},"[kN]","VRd,s",{"$f":"IF(Eingabe!E80=0,G57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*G58*2/G59/(B11),$G$9*G58*2/G59/(B11+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,H57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*H58*2/G59/(B11),$G$9*H58*2/G59/(B11+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,I57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*I58*2/G59/(B11),$G$9*I58*2/G59/(B11+10)),79.23))","v":79.23},"[kN]","VRd,s",{"$f":"IF(Eingabe!E80=0,L57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*L58*2/L59/(B11),$B$9*L58*2/L59/(B11+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,M57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*M58*2/L59/(B11),$B$9*M58*2/L59/(B11+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,N57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$B$9*N58*2/L59/(B11),$B$9*N58*2/L59/(B11+10)),79.23))","v":79.23},"[kN]","VRd,s",{"$f":"IF(Eingabe!E80=0,Q57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*Q58*2/Q59/(B11),$G$9*Q58*2/Q59/(B11+10)),35.26))","v":35.26},{"$f":"IF(Eingabe!E80=0,R57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*R58*2/Q59/(B11),$G$9*R58*2/Q59/(B11+10)),55))","v":55},{"$f":"IF(Eingabe!E80=0,S57,MIN(IF(Eingabe!C3=\"Nachträgliche Kappenverankerung\",$G$9*S58*2/Q59/(B11),$G$9*S58*2/Q59/(B11+10)),79.23))","v":79.23},"[kN]"]
["VEd,s,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O21,Eingabe!Q21)","v":52.874031250000002},null,null,"[kN]","VSd,s,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P21,Eingabe!R21)","v":0},null,null,"[kN]","VSd,s,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O26,Eingabe!Q26)","v":54.218660815497614},null,null,null,"VSd,s,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P26,Eingabe!R26)","v":0}]
["Ausn Vy-Stahl m.H. Mitte",{"$f":"$B$61/B60","v":1.4995471142938175},{"$f":"$B$61/C60","v":0.96134602272727276},{"$f":"$B$61/D60","v":0.66734862110311755},null,"Ausn Vy-Stahl m.H. Mitte",{"$f":"$G$61/G60","v":0},{"$f":"$G$61/H60","v":0},{"$f":"$G$61/I60","v":0},null,"Ausn Vy-Stahl m.H. Rand",{"$f":"$L$61/L60","v":1.5376818155274423},{"$f":"$L$61/M60","v":0.98579383300904755},{"$f":"$L$61/N60","v":0.68431983864063628},null,"Ausn Vy-Stahl m.H. Rand",{"$f":"$Q$61/Q60","v":0},{"$f":"$Q$61/R60","v":0},{"$f":"$Q$61/S60","v":0}]
["Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite"]
["k",{"$f":"IF(Eingabe!C21<60,1,IF(OR(Eingabe!C21<90,Eingabe!C21=90),2,2))","v":2},null,null,"[-]","k",{"$f":"IF(Eingabe!C21<60,1,IF(OR(Eingabe!C21<90,Eingabe!C21=90),2,2))","v":2},null,null,"[-]","k",{"$f":"IF(Eingabe!C21<60,1,IF(OR(Eingabe!C21<90,Eingabe!C21=90),2,2))","v":2},null,null,null,"k",{"$f":"IF(Eingabe!C21<60,1,IF(OR(Eingabe!C21<90,Eingabe!C21=90),2,2))","v":2}]
["VRk,cp",{"$f":"MIN((B64*B22),(B64*B34))","v":75.3},{"$f":"MIN((B64*C22),(B64*C34))","v":94.354373244699161},{"$f":"MIN((B64*D22),(B64*D34))","v":145.12432938510531},null,"VRk,cp",{"$f":"MIN((G64*G22),(G64*G34))","v":47.177186622349581},{"$f":"MIN((G64*H22),(G64*H34))","v":47.177186622349581},{"$f":"MIN((G64*I22),(G64*I34))","v":72.562164692552656},null,"VRk,cp",{"$f":"MIN((L64*L22),(L64*L34))","v":75.3},{"$f":"MIN((L64*M22),(L64*M34))","v":94.354373244699161},{"$f":"MIN((L64*N22),(L64*N34))","v":145.12432938510531},null,"VRk,cp",{"$f":"MIN((Q64*Q22),(Q64*Q34))","v":47.177186622349581},{"$f":"MIN((Q64*R22),(Q64*R34))","v":47.177186622349581},{"$f":"MIN((Q64*S22),(Q64*S34))","v":72.562164692552656}]
["γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall KFZ-Rückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["VRd,cp",{"$f":"B65/$B$66","v":62.75},{"$f":"C65/$B$66","v":78.628644370582634},{"$f":"D65/$B$66","v":120.93694115425443},"[kN]","VRd,cp",{"$f":"G65/$G$66","v":39.314322185291317},{"$f":"H65/$G$66","v":39.314322185291317},{"$f":"I65/$G$66","v":60.468470577127214},"[kN]","VRd,cp",{"$f":"L65/$L$66","v":62.75},{"$f":"M65/$L$66","v":78.628644370582634},{"$f":"N65/$L$66","v":120.93694115425443},null,"VRd,cp",{"$f":"Q65/$Q$66","v":39.314322185291317},{"$f":"R65/$Q$66","v":39.314322185291317},{"$f":"S65/$Q$66","v":60.468470577127214}]
["Betonkantenbruch",{"$f":"IF(AND($B$5<960,$B$5<10*B$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX($B$6/3,$B$8/1.5),$B$5)","v":166.66666666666666},{"$f":"IF(AND($B$5<1200,$B$5<10*C$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX($B$6/3,$B$8/1.5),$B$5)","v":166.66666666666666},{"$f":"IF(AND($B$5<1200,$B$5<10*D$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX($B$6/3,$B$8/1.5),$B$5)","v":166.66666666666666},null,"Betonkantenbruch",{"$f":"IF(AND($G$5<960,$G$5<10*G$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX($G$6/3,$G$8/1.5),$G$5)","v":1200},{"$f":"IF(AND($G$5<1200,$G$5<10*H$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX($G$6/3,$G$8/1.5),$G$5)","v":1200},{"$f":"IF(AND($G$5<10*I$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX($G$6/3,$G$8/1.5),$G$5)","v":1200}]
["α",{"$f":"0.1*((B13/B68)^0.5)","v":8.1975606127676792E-2},{"$f":"0.1*((C13/C68)^0.5)","v":8.1975606127676792E-2},{"$f":"0.1*((D13/D68)^0.5)","v":8.1975606127676792E-2},"[-]","α",{"$f":"0.1*((G13/G68)^0.5)","v":3.0550504633038933E-2},{"$f":"0.1*((H13/H68)^0.5)","v":3.0550504633038933E-2},{"$f":"0.1*((I13/I68)^0.5)","v":3.0550504633038933E-2},"[-]"]
["β",{"$f":"0.1*((16/B68)^0.2)","v":6.2582692890637961E-2},{"$f":"0.1*((20/C68)^0.2)","v":6.543893899412373E-2},{"$f":"0.1*((24/D68)^0.2)","v":6.7869163805431773E-2},"[-]","β",{"$f":"0.1*((16/G68)^0.2)","v":4.2168460634274998E-2},{"$f":"0.1*((20/H68)^0.2)","v":4.4093010311086027E-2},{"$f":"0.1*((24/I68)^0.2)","v":4.573050519273264E-2},"[-]"]
["V0Rk,c",{"$f":"1.7*16^B69*B13^B70*SQRT($B$3)*$B$68^1.5/1000","v":27.586149865497536},{"$f":"1.7*20^C69*C13^C70*SQRT($B$3)*$C$68^1.5/1000","v":28.476618646392744},{"$f":"1.7*24^D69*D13^D70*SQRT($B$3)*$D$68^1.5/1000","v":29.23879096466359},"[kN]","V0Rk,c",{"$f":"1.7*16^G69*G13^G70*SQRT($B$3)*$G$68^1.5/1000","v":419.69580750879101},{"$f":"1.7*20^H69*H13^H70*SQRT($B$3)*$H$68^1.5/1000","v":426.4215089076323},{"$f":"0.45*SQRT(I70)*(I69/I70)^0.2*SQRT($B$3)*$I$68^1.5/1000","v":16.50307441894423},"[kN]"]
["A0c,V",{"$f":"IF(AND($B$5<960,$B$5<10*B$13,$B$5>$B$8/1.5,$B$5>$B$6/3),4.5*$B$68^2,4.5*$B$5^2)","v":124999.99999999999},{"$f":"IF(AND($B$5<1200,$B$5<10*C$13,$B$5>$B$8/1.5,$B$5>$B$6/3),4.5*$C$68^2,4.5*$B$5^2)","v":124999.99999999999},{"$f":"IF(AND($B$5<1200,$B$5<10*D$13,$B$5>$B$8/1.5,$B$5>$B$6/3),4.5*$D$68^2,4.5*$B$5^2)","v":124999.99999999999},"[mm²]","A0c,V",{"$f":"IF(AND($G$5<960,$G$5<10*G$13,$G$5>$G$8/1.5,$G$5>$G$6/3),4.5*$G$68^2,4.5*$G$5^2)","v":6480000},{"$f":"IF(AND($G$5<1200,$G$5<10*H$13,$G$5>$G$8/1.5,$G$5>$G$6/3),4.5*$H$68^2,4.5*$G$5^2)","v":6480000},null,"[mm²]"]
["Ac,V",{"$f":"MIN(3*B5,B6)*MIN(1.5*B5,B8)","v":72500},null,null,"[mm²]","Ac,V",{"$f":"MIN(3*G5,G6)*MIN(1.5*G5,G8)","v":72500},null,null,"[mm²]"]
["ψs,V",1,null,null,"[-]","ψs,V",1,null,null,"[-]"]
["ψh,V",{"$f":"IF(AND($B$5<960,$B$5<10*B$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*B68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.3130643285972254},{"$f":"IF(AND($B$5<1200,$B$5<10*C$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*C68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.3130643285972254},{"$f":"IF(AND($B$5<1200,$B$5<10*D$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*D68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.3130643285972254},"[-]","ψh,V",{"$f":"IF(AND($G$5<960,$G$5<10*G$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX(1,(1.5*G68/G8)^(1/2)),MAX(1,(1.5*G5/G8)^(1/2)))","v":3.5233213170882207},{"$f":"IF(AND($G$5<1200,$G$5<10*H$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX(1,(1.5*H68/G8)^(1/2)),MAX(1,(1.5*G5/G8)^(1/2)))","v":3.5233213170882207},null,"[-]"]
["ψα,V",1,null,null,"[-]","ψα,V",1,null,null,"[-]"]
["ψec,V",1,null,null,"[-]","ψec,V",1,null,null,"[-]"]
["ψre,V",1,null,null,"[-]","ψre,V",1,null,null,"[-]"]
["VRk,c",{"$f":"B71*$B$73/$B$72*$B$74*$B$75*$B$76*$B$77*$B$78","v":21.008985823998742},{"$f":"C71*$B$73/$C$72*$B$74*$C$75*$B$76*$B$77*$B$78","v":21.687146643314055},{"$f":"D71*$B$73/$D$72*$B$74*$D$75*$B$76*$B$77*$B$78","v":22.26759978766616},"[kN]","VRk,c",{"$f":"G71*$G$73/$G$72*$G$74*$G$75*$G$76*$G$77*$G$78","v":16.544356625524713},{"$f":"H71*$G$73/$H$72*$G$74*$H$75*$G$76*$G$77*$G$78","v":16.809482939651382},{"$f":"I71*$G$73/$H$72*$G$74*$H$75*$G$76*$G$77*$G$78","v":0.65054914468943892},"[kN]"]
["γMc",{"$f":"B66","v":1.2},null,null,"[-]","γMc",{"$f":"G66","v":1.2},null,null,"[-]"]
["VRd,c",{"$f":"IF(AND($B$5>960,$B$5>10*B13),\"entfällt\",B79/$B$80)","v":17.507488186665618},{"$f":"IF(AND($B$5>1200,$B$5>10*C13),\"entfällt\",C79/$B$80)","v":18.072622202761714},{"$f":"IF($B$5>10*D13,\"c > 10*hef\",D79/$B$80)","v":18.556333156388469},"[kN]","VRd,c",{"$f":"IF(AND($G$5>960,$G$5>10*G13),\"entfällt\",G79/$G$80)","v":"entfällt"},{"$f":"IF(AND($G$5>1200,$G$5>10*H13),\"entfällt\",H79/$G$80)","v":14.007902449709485},{"$f":"IF($G$5>10*I13,\"c > 10*hef\",I79/$G$80)","v":"c > 10*hef"},"[kN]"]
["VRd,Bew. siehe Zeile 141"]
["VRd,cp",{"$f":"Kappe!B67","v":62.75},{"$f":"Kappe!C67","v":78.628644370582634},{"$f":"Kappe!D67","v":120.93694115425443},"[kN]","VRd,cp",{"$f":"Kappe!G67","v":39.314322185291317},{"$f":"Kappe!H67","v":39.314322185291317},{"$f":"Kappe!I67","v":60.468470577127214},"[kN]","VRd,cp",{"$f":"Kappe!L67","v":62.75},{"$f":"Kappe!M67","v":78.628644370582634},{"$f":"Kappe!N67","v":120.93694115425443},null,"VRd,cp",{"$f":"Kappe!Q67","v":39.314322185291317},{"$f":"Kappe!R67","v":39.314322185291317},{"$f":"Kappe!S67","v":60.468470577127214}]
["VEd,y,Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O23,Eingabe!Q23)","v":52.874031250000002},null,null,null,"VEd,y,Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P23,Eingabe!R23)","v":0},null,null,null,"VEd,x/y,Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O29,Eingabe!Q29)","v":54.218660815497614},null,null,null,"VEd,x/y,Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P29,Eingabe!R29)","v":0}]
["Ausn Vy Beton Mitte",{"$f":"$B$84/B83","v":0.84261404382470118},{"$f":"$B$84/C83","v":0.67245253524657977},{"$f":"$B$84/D83","v":0.43720331228288184},null,"Ausn Vy Beton Mitte",{"$f":"$G$84/G83","v":0},{"$f":"$G$84/H83","v":0},{"$f":"$G$84/I83","v":0},null,"Ausn V Beton Rand",{"$f":"$L$84/L83","v":0.86404240343422489},{"$f":"$L$84/M83","v":0.68955354946679537},{"$f":"$L$84/N83","v":0.44832174766469413},null,"Ausn V Beton Rand",{"$f":"$Q$84/Q83","v":0},{"$f":"$Q$84/R83","v":0},{"$f":"$Q$84/S83","v":0}]
[]
["Kombinierte Beanspruchung Mitte Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Mitte Reihe 2",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 2"]
[null,{"$f":"B12","v":"Kappenanker HPA M16"},{"$f":"C12","v":"Kappenanker HPA M20"},{"$f":"D12","v":"Kappenanker HPA M24"},null,null,{"$f":"G12","v":"Kappenanker HPA M16"},{"$f":"H12","v":"Kappenanker HPA M20"},{"$f":"I12","v":"Kappenanker HPA M24"},null,null,{"$f":"L12","v":"Kappenanker HPA M16"},{"$f":"M12","v":"Kappenanker HPA M20"},{"$f":"N12","v":"Kappenanker HPA M24"},null,null,{"$f":"Q12","v":"Kappenanker HPA M16"},{"$f":"R12","v":"Kappenanker HPA M20"},{"$f":"S12","v":"Kappenanker HPA M24"}]
["kombi N+V m/o H Stahl Mitte",{"$f":"MAX(B62,IF(B56=0,B54,B54^2+B56^2))","v":2.3283910730514328},{"$f":"MAX(C62,IF(C56=0,C54,C54^2+C56^2))","v":0.96134602272727276},{"$f":"MAX(D62,IF(D56=0,D54,D54^2+D56^2))","v":0.66734862110311755},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(G62,IF(G56=0,G54,G54^2+G56^2))","v":0},{"$f":"MAX(H62,IF(H56=0,H54,H54^2+H56^2))","v":0},{"$f":"MAX(I62,IF(I56=0,I54,I54^2+I56^2))","v":0},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(L62,IF(L56=0,L54,L54^2+L56^2))","v":2.4442148908682886},{"$f":"MAX(M62,IF(M56=0,M54,M54^2+M56^2))","v":1.0045382699252885},{"$f":"MAX(N62,IF(N56=0,N54,N54^2+N56^2))","v":0.68431983864063628},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(Q62,IF(Q56=0,Q54,Q54^2+Q56^2))","v":0},{"$f":"MAX(R62,IF(R56=0,R54,R54^2+R56^2))","v":0},{"$f":"MAX(S62,IF(S56=0,S54,S54^2+S56^2))","v":0}]
["kombi N+V Beton Mitte",{"$f":"IF(OR(B55>1,B85>1),MAX(B55,B85),IF(OR(B55=0,B85=0),B55+B85,MIN((B55+B85)/1.2,B55^1.5+B85^1.5)))","v":1.1429921455634049},{"$f":"IF(OR(C55>1,C85>1),MAX(C55,C85),IF(OR(C55=0,C85=0),C55+C85,MIN((C55+C85)/1.2,C55^1.5+C85^1.5)))","v":0.82571885842610993},{"$f":"IF(OR(D55>1,D85>1),MAX(D55,D85),IF(OR(D55=0,D85=0),D55+D85,MIN((D55+D85)/1.2,D55^1.5+D85^1.5)))","v":0.432877403424694},null,"kombi N+V Beton Mitte",{"$f":"IF(OR(G55>1,G85>1),MAX(G55,G85),IF(OR(G55=0,G85=0),G55+G85,MIN((G55+G85)/1.2,G55^1.5+G85^1.5)))","v":0},0,0,null,"kombi N+V Beton Mitte",{"$f":"IF(OR(L55>1,L85>1),MAX(L55,L85),IF(OR(L55=0,L85=0),L55+L85,MIN((L55+L85)/1.2,L55^1.5+L85^1.5)))","v":1.1608491119046747},0.8468871008453418,{"$f":"IF(OR(N55>1,N85>1),MAX(N55,N85),IF(OR(N55=0,N85=0),N55+N85,MIN((N55+N85)/1.2,N55^1.5+N85^1.5)))","v":0.4439747081792052},null,"kombi N+V Beton Mitte",{"$f":"IF(OR(Q55>1,Q85>1),MAX(Q55,Q85),IF(OR(Q55=0,Q85=0),Q55+Q85,MIN((Q55+Q85)/1.2,Q55^1.5+Q85^1.5)))","v":0},0,0]
[]
["Maximum Kombi Mitte",{"$f":"MAX(B89,B90)","v":2.3283910730514328},{"$f":"MAX(C89,C90)","v":0.96134602272727276},{"$f":"MAX(D89,D90)","v":0.66734862110311755},null,"Maximum Kombi Mitte",{"$f":"MAX(G89,G90)","v":0},0,0,null,"Maximum Kombi Rand",{"$f":"MAX(L89,L90)","v":2.4442148908682886},1.0045382699252885,0.68431983864063628,null,"Maximum Kombi Rand",{"$f":"MAX(Q89,Q90)","v":0},0,0]
["Warnung Mitte",{"$f":"IF(MAX(B92,G92)>1.009,\"Unzulässig !\",\"\")","v":"Unzulässig !"},{"$f":"IF(MAX(C92,H92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(D92,I92)>1.009,\"Unzulässig !\",\"\")","v":""},null,"Warnung Mitte",{"$f":"IF(MAX(G92,B92)>1.009,\"Unzulässig !\",\"\")","v":"Unzulässig !"},{"$f":"IF(MAX(H92,C92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(I92,D92)>1.009,\"Unzulässig !\",\"\")","v":""},null,"Warnung Rand",{"$f":"IF(MAX(L92,Q92)>1.009,\"Unzulässig !\",\"\")","v":"Unzulässig !"},{"$f":"IF(MAX(M92,R92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(N92,S92)>1.009,\"Unzulässig !\",\"\")","v":""},null,"Warnung Rand",{"$f":"IF(MAX(Q92,L92)>1.01,\"Unzulässig !\",\"\")","v":"Unzulässig !"},{"$f":"IF(MAX(R92,M92)>1.01,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(S92,N92)>1.01,\"Unzulässig !\",\"\")","v":""}]
[]
["Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M20"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M20"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M20"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M20"}]
["Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(B88:D90,2,MATCH($B$95,B88:D88))","v":0.96134602272727276},null,null,null,"Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(G88:I90,2,MATCH($G$95,G88:I88))","v":0},null,null,null,"Ausnutzung N+V Stahl Rand",{"$f":"INDEX(L88:N90,2,MATCH($B$95,L88:N88))","v":1.0045382699252885},null,null,null,"Ausnutzung N+V Stahl Rand",{"$f":"INDEX(Q88:S90,2,MATCH($G$95,Q88:S88))","v":0}]
["Ausnutzung N+V Beton Mitte",{"$f":"INDEX(B88:D90,3,MATCH($B$95,B88:D88))","v":0.82571885842610993},null,null,null,"Ausnutzung N+V Beton Mitte",{"$f":"INDEX(G88:I90,3,MATCH($G$95,G88:I88))","v":0},null,null,null,"Ausnutzung N+V Beton Rand",{"$f":"INDEX(L88:N90,3,MATCH($B$95,L88:N88))","v":0.8468871008453418},null,null,null,"Ausnutzung N+V Beton Rand",{"$f":"INDEX(Q88:S90,3,MATCH($G$95,Q88:S88))","v":0}]
[]
[]
[]
["Kappenhöhe h",{"$f":"B8","v":145},"mm",null,null,{"$f":"B8","v":145},"mm",null,null,{"$f":"B8","v":145},"mm",null,null,{"$f":"B8","v":145},"mm"]
["Längsabstand HPA sx",{"$f":"B6","v":500},"mm",null,null,{"$f":"B6","v":500},"mm",null,null,{"$f":"B6","v":500},"mm",null,null,{"$f":"B6","v":500},"mm"]
["Ø Bügel ds",10,"mm",null,null,12,"mm",null,null,14,"mm",null,null,16,"mm"]
["Ø Randbewehrung ds,L (fix)",10,"mm",null,null,10,"mm",null,null,10,"mm",null,null,10,"mm"]
["Bügelquerschnitt Ø10 As",{"$f":"IF(B103=10,79,IF(B103=12,113,IF(B103=14,154,IF(B103=16,201,\"Fehler\"))))","v":79},"mm2",null,null,{"$f":"IF(F103=10,79,IF(F103=12,113,IF(F103=14,154,IF(F103=16,201,\"Fehler\"))))","v":113},"mm2",null,null,{"$f":"IF(J103=10,79,IF(J103=12,113,IF(J103=14,154,IF(J103=16,201,\"Fehler\"))))","v":154},"mm2",null,null,{"$f":"IF(N103=10,79,IF(N103=12,113,IF(N103=14,154,IF(N103=16,201,\"Fehler\"))))","v":201},"mm2"]
["Mittelwert Fließgrenze B500B: fym",560,"N/mm2",null,null,560,"N/mm2",null,null,560,"N/mm2",null,null,560,"N/mm2"]
["Mittelwert Verbundspannung fbm für C25/30",{"$f":"IF(B3=\"25\",5.67,6.3)","v":6.3},"N/mm2",null,null,5.67,"N/mm2",null,null,5.67,"N/mm2",null,null,5.67,"N/mm2"]
["Mittlere Betondruckfestigkeit fcm Würfel 200 für C25/30",{"$f":"IF(B3=\"25\",33,38)","v":38},"N/mm2",null,null,33,"N/mm2",null,null,33,"N/mm2",null,null,33,"N/mm2"]
["Abstand Bügel (fix)",200,"mm",null,null,200,"mm",null,null,200,"mm",null,null,200,"mm"]
["geringster Abstand des HPA zum Bügel ei (fix)",50,"mm",null,null,50,"mm",null,null,50,"mm",null,null,50,"mm"]
["Betondeckung Bügel zum Bauteilrand cc (fix)",50,"mm",null,null,50,"mm",null,null,50,"mm",null,null,50,"mm"]
["Betondeckung Bügel an Unterseite der Kappe cnom (fix)",25,"mm",null,null,25,"mm",null,null,25,"mm",null,null,25,"mm"]
["Randabstand c (ck oder ck+s1) ( ≥160 mm lt. Datenprüfung, damit immer ≥ 2 Eisen aktiv)",{"$f":"B5+B7","v":400},"mm",null,null,{"$f":"B5+B7","v":400},"mm",null,null,{"$f":"B5+B7","v":400},"mm",null,null,{"$f":"B5+B7","v":400},"mm"]
["relevante Bügel Nr. ","Nr. 1","Nr. 2","Nr. 3","Nr. 4","Nr. 1","Nr. 2","Nr. 3","Nr. 4","Nr. 1","Nr. 2","Nr. 3","Nr. 4","Nr. 1","Nr. 2","Nr. 3","Nr. 4"]
["Bügelart (B1 - B4)","B1","B1","B4","B4","B1","B1","B4","B4","B1","B1","B4","B4","B1","B1","B4","B4"]
["Abstände HPA zum Bügel",{"$f":"B110","v":50},{"$f":"B109-B110","v":150},{"$f":"IF(D115=\"-\",0,B109+B110)","v":250},350,{"$f":"F110","v":50},{"$f":"F109-F110","v":150},{"$f":"IF(H115=\"-\",0,F109+F110)","v":250},350,{"$f":"J110","v":50},{"$f":"J109-J110","v":150},{"$f":"IF(L115=\"-\",0,J109+J110)","v":250},350,{"$f":"N110","v":50},{"$f":"N109-N110","v":150},{"$f":"IF(P115=\"-\",0,N109+N110)","v":250},350]
["Verankerungslänge Bügel: l1,1 in mm",{"$f":"B113-B111-(0.7*B116)","v":315},{"$f":"B113-B111-(0.7*C116)","v":245},{"$f":"MAX(0,B113-B110-(0.7*D116))","v":175},{"$f":"MAX(0,B113-B111-(0.7*E116))","v":105.00000000000003},{"$f":"F113-F111-(0.7*F116)","v":315},{"$f":"F113-F111-(0.7*G116)","v":245},{"$f":"MAX(0,F113-F110-(0.7*H116))","v":175},{"$f":"MAX(0,F113-F110-(0.7*I116))","v":105.00000000000003},{"$f":"J113-J111-(0.7*J116)","v":315},{"$f":"J113-J111-(0.7*K116)","v":245},{"$f":"MAX(0,J113-J110-(0.7*L116))","v":175},{"$f":"MAX(0,J113-J111-(0.7*M116))","v":105.00000000000003},{"$f":"N113-N111-(0.7*N116)","v":315},{"$f":"N113-N111-(0.7*O116)","v":245},{"$f":"MAX(0,N113-N110-(0.7*P116))","v":175},{"$f":"MAX(0,N113-N111-(0.7*Q116))","v":105.00000000000003}]
["Anzahl aktivierte obere Bügelschenkel",{"$f":"IF(AND(B117>0,C117>0,D117>0),3,2)","v":3},{"$f":"IF(E117>0,1,0)","v":1},{"$f":"B118+C118","v":4},null,{"$f":"IF(AND(F117>0,G117>0,H117>0),3,2)","v":3},{"$f":"IF(I117>0,1,0)","v":1},{"$f":"F118+G118","v":4},null,{"$f":"IF(AND(J117>0,K117>0,L117>0),3,2)","v":3},{"$f":"IF(M117>0,1,0)","v":1},{"$f":"J118+K118","v":4},null,{"$f":"IF(AND(N117>0,O117>0,P117>0),3,2)","v":3},{"$f":"IF(Q117>0,1,0)","v":1},{"$f":"N118+O118","v":4}]
[]
["φ1 für B1",0.95,null,null,null,0.95,null,null,null,0.95,null,null,null,0.95]
["φ2 für B4",0.16,null,null,null,0.16,null,null,null,0.16,null,null,null,0.16]
["φ3 nach Bügel-/Randbew.",{"$f":"POWER(B104/B103,2/3)","v":1},null,null,null,{"$f":"POWER(F104/F103,2/3)","v":0.88554880765217592},null,null,null,{"$f":"POWER(J104/J103,2/3)","v":0.79906353005814057},null,null,null,{"$f":"POWER(N104/N103,2/3)","v":0.73100443455321651}]
["φ4 für Bügel B1 und B4",{"$f":"POWER(B117/B113,0.4)*POWER(10/B103,0.25)","v":0.90886676990054538},{"$f":"POWER(C117/B113,0.4)*POWER(10/B103,0.25)","v":0.82194439300608579},{"$f":"POWER(D117/B113,0.4)*POWER(10/B103,0.25)","v":0.71844118900703424},{"$f":"POWER(E117/B113,0.4)*POWER(10/B103,0.25)","v":0.58566830693562077},{"$f":"POWER(F117/F113,0.4)*POWER(10/F103,0.25)","v":0.8683702043755408},{"$f":"POWER(G117/F113,0.4)*POWER(10/F103,0.25)","v":0.78532084589045803},{"$f":"POWER(H117/F113,0.4)*POWER(10/F103,0.25)","v":0.68642945565950597},{"$f":"POWER(I117/F113,0.4)*POWER(10/F103,0.25)","v":0.55957256248417364},{"$f":"POWER(J117/J113,0.4)*POWER(10/J103,0.25)","v":0.83554186668267061},{"$f":"POWER(K117/J113,0.4)*POWER(10/J103,0.25)","v":0.75563215114225224},{"$f":"POWER(L117/J113,0.4)*POWER(10/J103,0.25)","v":0.66047930460736559},{"$f":"POWER(M117/J113,0.4)*POWER(10/J103,0.25)","v":0.53841817815323589},{"$f":"POWER(N117/N113,0.4)*POWER(10/N103,0.25)","v":0.80810953169136157},{"$f":"POWER(O117/N113,0.4)*POWER(10/N103,0.25)","v":0.73082339513983141},{"$f":"POWER(P117/N113,0.4)*POWER(10/N103,0.25)","v":0.63879458686754553},{"$f":"POWER(Q117/N113,0.4)*POWER(10/N103,0.25)","v":0.52074094566798523}]
["Vum,c,Haken in kN",{"$f":"1*(B120*B122*B123*B105*B106*(POWER(B108/30,0.1)))/1000","v":39.111563983562284},{"$f":"1*(B120*B122*C123*B105*B106*(POWER(B108/30,0.1)))/1000","v":35.371004620958473},{"$f":"1*(B121*B122*D123*B105*B106*(POWER(B108/30,0.1)))/1000","v":5.2070597132688574},{"$f":"1*(B121*B122*E123*B105*B106*(POWER(B108/30,0.1)))/1000","v":4.2447591995633651},{"$f":"1*(F120*F122*F123*F105*F106*(POWER(F108/30,0.1)))/1000","v":46.670962814356749},{"$f":"1*(F120*F122*G123*F105*F106*(POWER(F108/30,0.1)))/1000","v":42.207436196235648},{"$f":"1*(F121*F122*H123*F105*F106*(POWER(F108/30,0.1)))/1000","v":6.2134689973594792},{"$f":"1*(F121*F122*I123*F105*F106*(POWER(F108/30,0.1)))/1000","v":5.0651771133974695},{"$f":"1*(J120*J122*J123*J105*J106*(POWER(J108/30,0.1)))/1000","v":55.223146379961257},{"$f":"1*(J120*J122*K123*J105*J106*(POWER(J108/30,0.1)))/1000","v":49.941704366780201},{"$f":"1*(J121*J122*L123*J105*J106*(POWER(J108/30,0.1)))/1000","v":7.3520511958022476},{"$f":"1*(J121*J122*M123*J105*J106*(POWER(J108/30,0.1)))/1000","v":5.9933414762879771},{"$f":"1*(N120*N122*N123*N105*N106*(POWER(N108/30,0.1)))/1000","v":63.773051634398023},{"$f":"1*(N120*N122*O123*N105*N106*(POWER(N108/30,0.1)))/1000","v":57.673912119723546},{"$f":"1*(N121*N122*P123*N105*N106*(POWER(N108/30,0.1)))/1000","v":8.4903300746871242},{"$f":"1*(N121*N122*Q123*N105*N106*(POWER(N108/30,0.1)))/1000","v":6.9212585751648827}]
["Vum,c,Verbund in kN",{"$f":"(1*(PI()*B103*B117*B107)/1000)","v":62.344906210489448},{"$f":"(1*(PI()*B103*C117*B107)/1000)","v":48.490482608158452},{"$f":"(1*(PI()*B103*D117*B107)/1000)","v":34.63605900582747},{"$f":"(1*(PI()*B103*E117*B107)/1000)","v":20.781635403496487},{"$f":"(1*(PI()*F103*F117*F107)/1000)","v":67.332498707328583},{"$f":"(1*(PI()*F103*G117*F107)/1000)","v":52.369721216811136},{"$f":"(1*(PI()*F103*H117*F107)/1000)","v":37.406943726293662},{"$f":"(1*(PI()*F103*I117*F107)/1000)","v":22.444166235776208},{"$f":"(1*(PI()*J103*J117*J107)/1000)","v":78.554581825216687},{"$f":"(1*(PI()*J103*K117*J107)/1000)","v":61.098008086279656},{"$f":"(1*(PI()*J103*L117*J107)/1000)","v":43.64143434734261},{"$f":"(1*(PI()*J103*M117*J107)/1000)","v":26.184860608405572},{"$f":"(1*(PI()*N103*N117*N107)/1000)","v":89.776664943104805},{"$f":"(1*(PI()*N103*O117*N107)/1000)","v":69.826294955748182},{"$f":"(1*(PI()*N103*P117*N107)/1000)","v":49.875924968391544},{"$f":"(1*(PI()*N103*Q117*N107)/1000)","v":29.925554981034939}]
["Stahlwiderstand der aktivierten Bügelschenkel As * fym",{"$f":"B105*B106/1000","v":44.24},{"$f":"B105*B106/1000","v":44.24},{"$f":"IF(D117=0,0,B105*B106/1000)","v":44.24},{"$f":"IF(E117=0,0,B105*B106/1000)","v":44.24},{"$f":"F105*F106/1000","v":63.28},{"$f":"F105*F106/1000","v":63.28},{"$f":"IF(H117=0,0,F105*F106/1000)","v":63.28},{"$f":"IF(I117=0,0,F105*F106/1000)","v":63.28},{"$f":"J105*J106/1000","v":86.24},{"$f":"J105*J106/1000","v":86.24},{"$f":"IF(L117=0,0,J105*J106/1000)","v":86.24},{"$f":"IF(M117=0,0,J105*J106/1000)","v":86.24},{"$f":"N105*N106/1000","v":112.56},{"$f":"N105*N106/1000","v":112.56},{"$f":"IF(P117=0,0,N105*N106/1000)","v":112.56},{"$f":"IF(Q117=0,0,N105*N106/1000)","v":112.56}]
["maßgebender Wert (Stahl oder Haken/Verbund)",{"$f":"MIN(B124+B125,B126)","v":44.24},44.24,39.843118719096324,25.026394603059853,{"$f":"MIN(F124+F125,F126)","v":63.28},63.28,43.620412723653139,27.509343349173676,86.24,86.24,50.993485543144857,32.178202084693552,112.56,112.56,58.366255043078667,36.84681355619982]
["Widerstand der aktivierten Bügelschenkel Vum,c,re in kN",{"$f":"SUM(B124:E124)+SUM(B125:E125)","v":250.18747074532484},null,null,null,{"$f":"SUM(F124:I124)+SUM(F125:I125)","v":279.71037500755892},null,null,null,{"$f":"SUM(J124:M124)+SUM(J125:M125)","v":327.98912828607621},null,null,null,{"$f":"SUM(N124:Q124)+SUM(N125:Q125)","v":376.26299225225301}]
["Stahlwiderstand der aktivierten Bügelschenkel ∑ As * fym in kN",{"$f":"D118*B105*B106/1000","v":176.96},null,null,null,{"$f":"H118*F105*F106/1000","v":253.12},null,null,null,{"$f":"L118*J105*J106/1000","v":344.96},null,null,null,{"$f":"P118*N105*N106/1000","v":450.24}]
["maßgebender mittlerer Querkraft-Widerstand der Bügelbewehrung Vum,c,re in kN",{"$f":"SUM(B127:E127)","v":153.34951332215618},null,null,null,{"$f":"SUM(F127:I127)","v":197.68975607282681},null,null,null,{"$f":"SUM(J127:M127)","v":255.65168762783838},null,null,null,{"$f":"SUM(N127:Q127)","v":320.33306859927853}]
["Abstand zw. Querkraft und Bewehrung f = cnom + ds/2 in mm",{"$f":"B112+B103/2","v":30},null,null,null,{"$f":"F112+F103/2","v":31},null,null,null,{"$f":"J112+J103/2","v":32},null,null,null,{"$f":"N112+N103/2","v":33}]
["innerer Hebelarm z in mm",{"$f":"0.85*(B101-B131)","v":97.75},null,null,null,{"$f":"0.85*(F101-F131)","v":96.899999999999991},null,null,null,{"$f":"0.85*(J101-J131)","v":96.05},null,null,null,{"$f":"0.85*(N101-N131)","v":95.2}]
["Faktor x für Querkrafterhöhung aus Hebelarm ",{"$f":"(B131/B132)+1","v":1.3069053708439897},null,null,null,{"$f":"(F131/F132)+1","v":1.3199174406604748},null,null,null,{"$f":"(J131/J132)+1","v":1.3331598125976054},null,null,null,{"$f":"(N131/N132)+1","v":1.346638655462185}]
["mittlerer Querkraft-Widerstand Vum,Bewehrung in kN",{"$f":"B130/B133","v":117.33788592752069},null,null,null,{"$f":"F130/F133","v":149.77433435071868},null,null,null,{"$f":"J130/J133","v":191.76372195746879},null,null,null,{"$f":"N130/N133","v":237.87603846061867}]
["charakteristischer Querkraft-Widerstand VRk,re,Bewehrung in kN",{"$f":"B134","v":117.33788592752069},null,null,null,{"$f":"F134","v":149.77433435071868},null,null,null,{"$f":"J134","v":191.76372195746879},null,null,null,{"$f":"N134","v":237.87603846061867}]
["Teilsicherheit gMs,re",1,null,null,null,1,null,null,null,1,null,null,null,1]
["Bemessung-Querkraft-Widerstand VRd,s,aktiv. Bew. in kN",{"$f":"B135/B136","v":117.33788592752069},null,null,null,{"$f":"F135/F136","v":149.77433435071868},null,null,null,{"$f":"J135/J136","v":191.76372195746879},null,null,null,{"$f":"N135/N136","v":237.87603846061867}]
["Bemessungs-Einwirkung auf Dübel/Bügel VEd,direkt mit g=1,25 in kN/m",{"$f":"Eingabe!C26*B6/1000","v":43.9},null,null,null,{"$f":"Eingabe!C26*B6/1000","v":43.9},null,null,null,{"$f":"Eingabe!C26*B6/1000","v":43.9},null,null,null,{"$f":"Eingabe!C26*B6/1000","v":43.9}]
["Bemessungs-Einwirkung auf Dübel(gruppe)/Bügel VEd,Gruppe/Bügel inkl. indirekte Einw. in kN",{"$f":"L84+Q84","v":54.218660815497614},null,null,null,{"$f":"B139","v":54.218660815497614},null,null,null,{"$f":"B139","v":54.218660815497614},null,null,null,{"$f":"B139","v":54.218660815497614}]
["Auslastung der Zusatz-\nbewehrung auf Basis \ntheoretischer Bemessungseinwirkung in %",{"$f":"B139/B137*100","v":46.2072930553635},null,null,null,{"$f":"F139/F137*100","v":36.200234873711153},null,null,null,{"$f":"J139/J137*100","v":28.273679850416521},null,null,null,{"$f":"N139/N137*100","v":22.792821490708377}]
["Gesamtsicherheit gges auf Basis charakteristische Werte",{"$f":"(1/B140*100)*B136*1.25","v":2.7052006671377749},null,null,null,{"$f":"(1/F140*100)*F136*1.25","v":3.4530162700898885},null,null,null,{"$f":"(1/J140*100)*J136*1.25","v":4.4210729081364528},null,null,null,{"$f":"(1/N140*100)*N136*1.25","v":5.4841828183034274}]
["Bewehrungs-Ø","10 (0,79 cm2 x 5 = 3,93 cm2/m))",null,null,"12 (1,13 cm2 x 5 =5,65 cm2/m)",null,null,"14 (1,54 cm2 x 5 = 7,7 cm2/m)",null,null,"16 (2,01 cm2 x 5 = 10,1 cm2/m)"]
["Bemessung-Querkraft-Widerstand VRd,s,aktiv. Bew.        pro Dübel(gruppe) in kN",{"$f":"B137","v":117.33788592752069},null,null,{"$f":"F137","v":149.77433435071868},null,null,{"$f":"J137","v":191.76372195746879},null,null,{"$f":"N137","v":237.87603846061867}]
[null,"Reihe 1",null,null,"Reihe 2"]
["HPA ","M16","M20","M24","M16","M20","M24"]
["maximal mögliche Einwirkung auf Zusatzbewehrung aus maßgeb. Querkraftwiderstand HPA-(Gruppe)",{"$f":"MIN(B60,B67)","v":35.26},{"$f":"MIN(C60,C67)","v":55},{"$f":"MIN(D60,D67)","v":79.23},{"$f":"MIN(G60,G67)","v":35.26},{"$f":"MIN(H60,H67)","v":39.314322185291317},{"$f":"MIN(I60,I67)","v":60.468470577127214}]
["Für Ausgabe im Ausdruck",{"$f":"IF(B140<110,\"Ø10/200 bzw. ≥ 3.93 cm2/m\",IF(F140<110,\"Ø12/200 bzw. ≥ 5.65 cm2/m\",IF(J140<110,\"Ø14/200 bzw. ≥ 7,7 cm2/m\",IF(N140<110,\"Ø16/200 bzw. ≥ 10,1 cm2/m\",\"Ø20/200 bzw. ≥ 15,7 cm2/m\"))))","v":"Ø10/200 bzw. ≥ 3.93 cm2/m"}]
["Text für Ausdruck","Unter den vorhandenen Bedingungen ist der Nachweis Betonkantenbruch nach DIN EN 1992-4 nicht möglich. Nach [6] kann ein Nachweis erfolgreich geführt werden, wenn die untere Kappenbewehrung quer die gesamte Querkrafteinwirkung aufnehmen kann. "]
[null,{"$f":"\"Dafür sollte eine Kappenbewehrung quer ≥ \"&B147&\" vorhanden sein.\"","v":"Dafür sollte eine Kappenbewehrung quer ≥ Ø10/200 bzw. ≥ 3.93 cm2/m vorhanden sein."}]
[]
[]
[null,"Wo überall im Ausdruck muss dieser Hinweis stehen? "]
[null,"1. Beim Nachweis Betonkantenbruch in der Kappe, wenn Einwirkung Stahl-FRS ausgewählt ist"]
[null,"Text im Eingabeblatt nur für Anprall an FRS und Querkräfte über HPA einblenden!"]
[null,"Text im Ausdruck 1-reihig und 2-reihig und nur für Anprall an FRS und einblenden!"]

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[]
["Ausschreibungstexte für Hilti Kappenverankerung mit HPA für statische Einwirkungen:"]
["Ausschreibungstexte für Hilti Kappenverankerung Ausschreibungstexte zum Download - AUSSCHREIBEN.DE"]
[]
["Pos.","Bezeichnung","Menge","Einheit","EP","GP"]
[null,"Herstellerinformation"]
[]
["1.","Hilti Kappenverankerung (Ortbetonkappe)\nKappenverankerung entsprechend statischen und konstruktiven Erfordernissen nach Unterlagen des AG \neinschließlich Abdichtung und Zubehör herstellen. \nDie Anforderungen lt. RE-ING, Teil 2, Abschnitt 2, Absatz 3.3.6 sind zu beachten. Insbesondere Satz (5) bzgl. Momentenbeanspruchung der Kappenverankerungen.\nInjektionsdübel zugelassen für gerissenen Beton. \nBei Verwendung Hohlbohrer mit Staubsauger kann Bohrlochreinigung entfallen. \nEin Prüfbericht zur Dichtheit des Kappenankers in der Abdichtungsschicht ist vorzulegen.\nEinbau zwischen den Querspanngliedern im eingemessenen Bereich. Querspannglieder und deren Verankerungen dürfen nicht beschädigt werden.\nEinbauort = Außenkappe/ Mittelkappe\nVerbunddübel M16 / M20 / M24 aus nichtrostendem Stahl (Korr.-Widerstandskl. III)\nVerankerungslänge im Tragwerk = ... cm, Verankerungslänge in Kappe (Kopfbolzen) = ... cm\nin hammergebohrten Löchern mit automatischer Selbstreinigung (staubfreie Bohrlocherstellung) - SAFEset oder\nin hammergebohrten Löchern mit Bohrlochreinigung\nEinbau und Montage gem. Europäisch Technischer Bewertung ETA-20/0541 und Z-21.8-2118\n\nLieferung und Montage\nErzeugnis: Hilti Kappenverankerung bestehend aus:\nHPA M... x .... mit\nBundmutter M16 / M20 oder Sechskantmutter M16 / M20 / M24,\nStauscheibe HIW,\nInjektionsmörtel-System HIT-RE 500 V4\noder gleichwertiges Erzeugnis"]
[null,null,0,"Stk",0,{"$f":"(E9*C9)","v":0}]
[null,null,null,"Gesamt Netto",null,{"$f":"SUM(F9:F9)","v":0}]
[null,null,null,"MwSt.",0.19,{"$f":"(F10*E11)","v":0}]
[null,null,null,"Gesamt Brutto",null,{"$f":"(F10+F11)","v":0}]
[]
["2.","Hilti Kappenverankerung (Fertigteilkappe / Nachträgliche Kappenverankerung)\nKappenverankerung entsprechend statischen und konstruktiven Erfordernissen nach Unterlagen des AG \neinschließlich Abdichtung und Zubehör herstellen.\nDie Anforderungen lt. RE-ING, Teil 2, Abschnitt 2, Absatz 3.3.6 sind zu beachten. Insbesondere Satz (5) bzgl. Momentenbeanspruchung der Kappenverankerungen.\nInjektionsdübel zugelassen für gerissenen Beton. \nBei Verwendung Hohlbohrer mit Staubsauger kann Bohrlochreinigung entfallen. \nEin Prüfbericht zur Dichtheit des Kappenankers in der Abdichtungsschicht ist vorzulegen.\nEinbau zwischen den Querspanngliedern im eingemessenen Bereich. Querspannglieder und deren Verankerungen dürfen nicht beschädigt werden.\nEinbauort = Außenkappe/ Mittelkappe\nVerbunddübel M16 / M20 / M24 aus nichtrostendem Stahl (Korr.-Widerstandskl. III)\nVerankerungslänge im Tragwerk = ... cm, Verankerungslänge in Kappe (Kopfbolzen) = ... cm\nSenkungsbohrung in Kappe: Durchmesser ...mm, Tiefe ...mm\nDie Senkung ist mit Injektionsmörtel Hilti HIT oder einem schwindarmen, frost- und tausalzbeständigen Mörtel zu schließen.\nin hammergebohrten Löchern mit automatischer Selbstreinigung (staubfreie Bohrlocherstellung) - SAFEset oder\nin hammergebohrten Löchern mit Bohrlochreinigung\nEinbau und Montage gem. Europäisch Technischer Bewertung ETA-20/0541 und Z-21.8-2118\n\nLieferung und Montage\nErzeugnis: Hilti Kappenverankerung bestehend aus:\nHPA M... x .... ,\nSechskantmutter M16 / M 20 / M24\nInjektionsmörtel-System HIT-RE 500 V4\noder gleichwertiges Erzeugnis"]
[null,null,0,"Stk",0,{"$f":"(E15*C15)","v":0}]
[null,null,null,"Gesamt Netto",null,{"$f":"SUM(F15:F15)","v":0}]
[null,null,null,"MwSt.",0.19,{"$f":"(F16*E17)","v":0}]
[null,null,null,"Gesamt Brutto",null,{"$f":"(F16+F17)","v":0}]

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["Download: ","Technische Bewertung Hilti HIT-RE 500 V4",null,null,null,"BIM/CAD Bibliothek"]
[]
["Download: ","Zulassung Z-21.8-2118 Hilti Betonverbinder HPA "]
[]
["Auszüge aus ETA-20/0541, Z-21.8-2118 und Verwendbarkeitsnachweise zur Dichtheit der Kappenverankerung HPA:"]
["Die Nachweise können Sie beim Hilti Engineering-Service unter: Tel. 0800 - 888 55 22 oder e-mail: Planer-Support@hilti.com anfordern."]

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