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{"sheet":"Haftung","index":0,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"Kontakt","index":1,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":false,"merged":[]}

{"sheet":"Einleitung","index":2,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"Hilti Richtdetails","index":3,"n_rows":1,"n_cols":11,"rows_kept":1,"cut":false,"hidden":false,"merged":[[0,0,0,9],[0,10,0,17]]}
["Kappenverankerung mit HPA\nunter statischen Einwirkungen",null,null,null,null,null,null,null,null,null,"Kappenverankerung mit HIT-Z-R-D \nunter statischen und ermüdugsrelevanten Einwirkungen"]

{"sheet":"Einwirkungen","index":4,"n_rows":13,"n_cols":8,"rows_kept":13,"cut":false,"hidden":true,"merged":[[41,0,41,12],[57,0,57,12],[181,0,181,12],[1,7,1,11],[64,0,64,12],[66,0,66,12],[10,1,10,11],[12,1,12,13],[3,0,3,12],[183,0,183,12],[214,0,214,12],[230,0,230,12],[97,0,97,12],[113,0,113,12],[120,0,120,12],[122,0,122,12],[158,0,158,12],[174,0,174,12]]}
[]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 10.2        "},null,null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2023"}]
[]
["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 Stahlschutzplaanken Stand 02/2021"]
[]
[null,"Indirekte Einwirkungen"]

{"sheet":"Produkte","index":5,"n_rows":83,"n_cols":4,"rows_kept":83,"cut":false,"hidden":false,"merged":[[46,0,64,0],[67,0,67,3],[69,1,77,1],[69,3,82,3],[78,1,82,1],[69,0,82,0],[46,1,50,1],[46,3,64,3],[51,1,59,1],[60,1,64,1],[44,0,44,3],[27,0,27,3],[29,1,37,1],[29,3,42,3],[38,1,42,1],[4,0,24,0],[0,0,0,3],[29,0,42,0],[4,1,9,1],[4,3,24,3],[10,1,18,1],[19,1,24,1],[2,0,2,3]]}
["Übersicht der Standard-Produkte. Projektspezifische Längen lieferbar."]
[]
["Neubau und Instandsetzung Kappenverankerung mit HPA, Sechskantmutter und Stauscheibe"]
["Bereich ","Dimension","Set HPA Kappenverankerung inkl. Mutter u. Stauscheibe","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",16,"Set HPA A4 M16x200 inkl. Mutter u. Stauscheibe (2329936) ","HIT-RE 500 V4"]
[null,null,"Set HPA A4 M16x220 inkl. Mutter u. Stauscheibe (2329937)"]
[null,null,"Set HPA A4 M16x240 inkl. Mutter u. Stauscheibe (2329938)"]
[null,null,"Set HPA A4 M16x260 inkl. Mutter u. Stauscheibe (2329939)"]
[null,null,"Set HPA A4 M16x300 inkl. Mutter u. Stauscheibe (2330220)"]
[null,null,"Set HPA A4 M16x350 inkl. Mutter u. Stauscheibe (2344761)"]
[null,20,"Set HPA A4 M20x180 inkl. Mutter u. Stauscheibe (2330221)"]
[null,null,"Set HPA A4 M20x200 inkl. Mutter u. Stauscheibe (2340256)"]
[null,null,"Set HPA A4 M20x220 inkl. Mutter u. Stauscheibe (2330222)"]
[null,null,"Set HPA A4 M20x240 inkl. Mutter u. Stauscheibe (2330223)"]
[null,null,"Set HPA A4 M20x260 inkl. Mutter u. Stauscheibe (2330224)"]
[null,null,"Set HPA A4 M20x300 inkl. Mutter u. Stauscheibe (2330225)"]
[null,null,"Set HPA A4 M20x330 inkl. Mutter u. Stauscheibe (2330226)"]
[null,null,"Set HPA A4 M20x350 inkl. Mutter u. Stauscheibe (2330227)"]
[null,null,"Set HPA A4 M20x380 inkl. Mutter u. Stauscheibe (2330228)"]
[null,24,"Set HPA A4 M24x220 inkl. Mutter u. Stauscheibe (2340257)"]
[null,null,"Set HPA A4 M24x240 inkl. Mutter u. Stauscheibe (2330229)"]
[null,null,"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"]
[null,null,"Set HPA A4 M24x300 inkl. Mutter u. Stauscheibe (2330231)"]
[null,null,"Set HPA A4 M24x350 inkl. Mutter u. Stauscheibe (2330232)"]
[null,null,"Set HPA A4 M24x450 inkl. Mutter u. Stauscheibe (2345552)"]
["Schienenverkehr (statische und/oder ermüdungsrelevante Einwirkungen) ",16,"HIT-Z-R-D Dynamik M16 x 240 inkl. Mutter zzgl. Stauscheibe HIW-FC M16 (2094852 + 385236) ","HIT-HY 200-A"]
[]
["Neubau und Instandsetzung Kappenverankerung mit HPA, Kopfplatte und Stauscheibe"]
["Bereich ","Dimension","Set HPA Kappenverankerung inkl. Kopfplatte HPA-K u. Stauscheibe","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",20,"Set HPA A4 M20x180 inkl. Kopfplatte u. Stauscheibe (2348275)","HIT-RE 500 V4"]
[null,null,"Set HPA A4 M20x200 inkl. Kopfplatte u. Stauscheibe (2348276)"]
[null,null,"Set HPA A4 M20x220 inkl. Kopfplatte u. Stauscheibe (2348277)"]
[null,null,"Set HPA A4 M20x240 inkl. Kopfplatte u. Stauscheibe (2348278)"]
[null,null,"Set HPA A4 M20x260 inkl. Kopfplatte u. Stauscheibe (2348279)"]
[null,null,"Set HPA A4 M20x300 inkl. Kopfplatte u. Stauscheibe (2348590)"]
[null,null,"Set HPA A4 M20x330 inkl. Kopfplatte u. Stauscheibe (2348591)"]
[null,null,"Set HPA A4 M20x350 inkl. Kopfplatte u. Stauscheibe (2348592)"]
[null,null,"Set HPA A4 M20x380 inkl. Kopfplatte u. Stauscheibe (2348593)"]
[null,24,"Set HPA A4 M24x220 inkl. Kopfplatte u. Stauscheibe (2348594)"]
[null,null,"Set HPA A4 M24x240 inkl. Kopfplatte u. Stauscheibe (2348595)"]
[null,null,"Set HPA A4 M24x260 inkl. Kopfplatte u. Stauscheibe (2348596)"]
[null,null,"Set HPA A4 M24x300 inkl. Kopfplatte u. Stauscheibe (2348597)"]
[null,null,"Set HPA A4 M24x350 inkl. Kopfplatte u. Stauscheibe (2348598)"]
[]
["Nachträgliche Kappenverankerung mit HPA und Sechskantmutter"]
["Bereich ","Dimension","Set HPA Kappenverankerung inkl. Mutter","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",16,"Set HPA A4 M16x200 inkl. Mutter (2331899)","HIT-RE 500 V4"]
[null,null,"Set HPA A4 M16x220 inkl. Mutter (2332040)"]
[null,null,"Set HPA A4 M16x240 inkl. Mutter (2332041)"]
[null,null,"Set HPA A4 M16x260 inkl. Mutter (2332042)"]
[null,null,"Set HPA A4 M16x300 inkl. Mutter (2332043)"]
[null,20,"Set HPA A4 M20x180 inkl. Mutter (2332044)"]
[null,null,"Set HPA A4 M20x200 inkl. Mutter (2340493)"]
[null,null,"Set HPA A4 M20x220 inkl. Mutter (2332045)"]
[null,null,"Set HPA A4 M20x240 inkl. Mutter (2332046)"]
[null,null,"Set HPA A4 M20x260 inkl. Mutter (2332047)"]
[null,null,"Set HPA A4 M20x300 inkl. Mutter (2332048)"]
[null,null,"Set HPA A4 M20x330 inkl. Mutter (2332049)"]
[null,null,"Set HPA A4 M20x350 inkl. Mutter (2332050)"]
[null,null,"Set HPA A4 M20x380 inkl. Mutter (2332051)"]
[null,24,"Set HPA A4 M24x220 inkl. Mutter (2340494)"]
[null,null,"Set HPA A4 M24x240 inkl. Mutter (2332052)"]
[null,null,"Set HPA A4 M24x260 inkl. Mutter (2332053)"]
[null,null,"Set HPA A4 M24x300 inkl. Mutter (2332054)"]
[null,null,"Set HPA A4 M24x350 inkl. Mutter (2332055)"]
["Schienenverkehr (statische und/oder ermüdungsrelevante Einwirkungen) ",16,"HIT-Z-R-D Dynamik M16 x 240 inkl. Mutter zzgl. Stauscheibe HIW-FC M16 (2094852 + 385236) ","HIT-HY 200-A"]
[]
["Nachträgliche Kappenverankerung mit HPA und Kopfplatte"]
["Bereich ","Dimension","Set HPA Kappenverankerung inkl. Kopfplatte HPA-K","Injektionsmörtel"]
["Straßen- / Schienenverkehr \n(statische Einwirkungen)",20,"Set HPA A4 M20x180 inkl. Kopfplatte (2348600)","HIT-RE 500 V4"]
[null,null,"Set HPA A4 M20x200 inkl. Kopfplatte (2348601)"]
[null,null,"Set HPA A4 M20x220 inkl. Kopfplatte (2348602)"]
[null,null,"Set HPA A4 M20x240 inkl. Kopfplatte (2348603)"]
[null,null,"Set HPA A4 M20x260 inkl. Kopfplatte (2348604)"]
[null,null,"Set HPA A4 M20x300 inkl. Kopfplatte (2348605)"]
[null,null,"Set HPA A4 M20x330 inkl. Kopfplatte (2348606)"]
[null,null,"Set HPA A4 M20x350 inkl. Kopfplatte (2348607)"]
[null,null,"Set HPA A4 M20x380 inkl. Kopfplatte (2348608)"]
[null,24,"Set HPA A4 M24x220 inkl. Kopfplatte (2348609)"]
[null,null,"Set HPA A4 M24x240 inkl. Kopfplatte (2348610)"]
[null,null,"Set HPA A4 M24x260 inkl. Kopfplatte (2348611)"]
[null,null,"Set HPA A4 M24x300 inkl. Kopfplatte (2348612)"]
[null,null,"Set HPA A4 M24x350 inkl. Kopfplatte (2348613)"]

{"sheet":"Eingabe","index":6,"n_rows":198,"n_cols":69,"rows_kept":198,"cut":false,"hidden":true,"merged":[[130,25,130,27],[149,25,149,27],[25,5,25,10],[139,45,144,45],[145,36,153,36],[145,38,153,38],[145,45,153,45],[154,36,159,36],[154,38,159,38],[154,45,159,45],[139,36,144,36],[139,38,144,38],[139,39,159,39],[139,40,159,40],[139,41,159,41],[116,45,121,45],[122,36,130,36],[122,38,130,38],[122,45,130,45],[131,36,136,36],[131,38,136,38],[131,45,136,45],[116,36,121,36],[116,38,121,38],[116,39,136,39],[116,40,136,40],[116,41,136,41],[93,45,98,45],[99,36,107,36],[99,38,107,38],[99,45,107,45],[108,36,113,36],[108,38,113,38],[108,45,113,45],[93,36,98,36],[93,38,98,38],[93,39,113,39],[93,40,113,40],[93,41,113,41],[70,45,75,45],[76,36,84,36],[76,38,84,38],[76,45,84,45],[85,36,90,36],[85,38,90,38],[85,45,90,45],[70,36,75,36],[70,38,75,38],[70,39,90,39],[70,40,90,40],[70,41,90,41],[101,25,101,27],[10,5,10,10],[32,29,39,29],[31,5,31,8],[32,5,32,10],[32,30,39,30],[32,28,39,28],[13,3,13,4],[17,14,17,15],[28,5,28,10],[27,5,27,8],[30,1,30,4],[14,2,14,4],[79,3,84,3],[29,5,29,10],[30,5,30,10],[49,1,49,10],[32,2,32,4],[43,1,43,2],[55,1,55,2],[55,3,55,6],[55,7,55,10],[39,7,39,10],[37,1,37,10],[48,1,48,2],[60,1,60,2],[38,7,38,8],[51,3,51,6],[50,1,51,2],[38,1,39,2],[64,3,64,6],[0,1,0,10],[43,3,43,6],[10,1,10,4],[22,1,22,4],[27,1,27,4],[43,7,43,10],[36,1,36,10],[38,3,38,4],[38,5,38,6],[38,9,38,10],[2,5,2,10],[4,6,4,9],[23,2,23,4],[39,3,39,6],[31,1,31,4],[1,8,1,10],[8,5,8,10],[1,1,1,7],[2,2,2,4],[4,1,4,4],[12,2,12,4],[5,2,5,4],[11,2,11,4],[5,5,5,10],[3,2,3,4],[9,5,9,10],[6,5,6,10],[3,5,3,10],[7,5,7,10],[11,5,11,10],[24,5,24,8],[79,7,84,7],[78,29,78,33],[74,25,74,27],[78,25,78,27],[50,3,50,4],[50,5,50,6],[75,9,75,10],[76,9,76,10],[69,21,69,22],[64,7,64,10],[50,9,50,10],[50,7,50,8],[51,7,51,10],[77,29,77,33],[73,29,73,34],[74,29,74,34]]}
[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 10.2        ",null,null,null,null,null,null,"Version gültig bis 31.12.2023",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":930}]
[null,"Bauvorhaben","Instandsetzung Kappe",null,null,null,null,null,null,null,null,null,"C 30/37 (LP); gerissen",{"$f":"IF(N2=1,MIN(1,C14/1200-(5/6)),1)","v":1},null,"Einreihige Ankeranordnung",null,null,null,null,null,"C 25/30; gerissen"]
[null,"Kappenverankerung","Kappenanker HPA M24",null,null,"Bitumen-Schweißbahn einlagig + Schutzlage, Dicke 8 mm",null,null,null,null,null,null,"C 35/45 (LP); gerissen",null,null,"Zweireihige Ankeranordnung",null,null,"Dübelanzahl in der Lasteinleitungslänge",null,null,"C 30/37; gerissen"]
[null,"Tragwerk (Überbau)",null,null,null,{"$f":"MID(C6,3,2)","v":"35"},"Zweireihige 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 35/45; 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",{"$f":"J28","v":900},"[mm]","C 40/50; gerissen"]
[null,"Randabstand cT",1250,"[mm]",null,"Verankerungslänge hef,gewählt für Bauteildicke Tragwerk hT zu groß.",null,null,null,null,null,null,"C 50/60 (LP); gerissen",null,null,"hTef","cnom",null,"Abstand Rand sx",{"$f":"J32","v":450},"[mm]","C 45/55; gerissen"]
[null,"Bauteildicke Tragwerk hT",240,"[mm]",null,"Option für maximalen Kopfbolzen-Widerstand: Verringerung cnom ",null,null,null,null,null,null,"LC25/28; gerissen","Verb.-sp. RE500 V4",{"$f":"IF(AE50=16,11,IF(AE50=20,10,IF(AE50=24,9.5,)))","v":9.5},100,{"$f":"C20-(2*C20)","v":-19},null,null,null,null,"C 50/60; gerissen"]
[null,"Drehpunktabstand d",10,"[mm]",null,"Siehe Kommentar zur Betondeckung der Kopfbolzen.",null,null,null,null,null,null,"LC30/33; gerissen",null,null,120,30]
[null,"Verankerungslänge hef,gewählt",150,"[mm]",null,"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: Kopfplatte HPA-K wählen",null,null,null,null,null,null,"LC45/50; gerissen",null,null,180,60]
[null,"Betongüte","C 25/30 (LP); gerissen",null,null,{"$f":"MID(C13,3,2)","v":"25"},null,null,null,null,null,null,"LC50/55; gerissen",null,null,200]
[null,"Rohdichte ρ",1700,"[kg/m3]",null,null,null,null,null,null,null,null,"LC55/60; gerissen"]
[null,"Kopfbolzen","Sechskantmutter A4 M24",null,null,null,null,null,null,null,null,null,"einreihige Anordnung",null,null,null,null,"Hebel Dübel 2",{"$f":"C7-C17-C9","v":920},"[mm]"]
[null,"Randabstand cK",200,"[mm]",null,null,null,null,null,null,null,null,"zweireihige Anordnung",null,null,null,null,"Hebel Dübel 1",{"$f":"C7-C9","v":1240},"[mm]"]
[null,"Reihenabstand s1",320,"[mm]",null,null,null,null,null,null,null,null,"Reibungskraft FR",null,{"$f":"(((C7+C16+350)*C18)+101500)*(IF(N2=0,2500,C14)/100000000*0.63)","v":5.7093749999999996},"kN/m",{"$f":"MAX(C26-O17,0.001)","v":58.290624999999999},"kN/m"]
[null,"Kappenhöhe hK",145,"[mm]",null,null,null,null,null,null,null,null,null,null,"V auf HPA",null,"V wirkt auf Anschlussbewehrung: nur N aus M + indirekte V"]
[null,"Betondeckung Kopfbolzen cnom",30,"[mm]",null,null,null,null,null,null,null,null,"Einwirkungen Mittelbereich ",null,"Reihe 1","Reihe 2","Reihe 1","Reihe 2"]
[null,"Höhe Kopfbolzen hK1 / hK3",{"$f":"W44","v":19},"[mm]",null,null,null,null,null,null,null,null,"direkte Einw. N aus M","NSd  [kN/A]",{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16)),(C25*1000/(C7-C9)))*J28/1000","v":13.10738255033557},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15)),0)*J28/1000","v":9.7248322147650992},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16)),(C25*1000/(C7-C9)))*J28/1000","v":13.10738255033557},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15)),0)*J28/1000","v":9.7248322147650992}]
[null,"Verankerungslänge hef,neu",{"$f":"T58","v":96},"[mm]",null,null,null,null,null,null,null,null,"dir.+indir. Einw. Stahl TW/Kappe","VSd,y  [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",(Q17/1000*J28)+C29,(((Q17/2)/1000*J28)+(C29/2)))","v":32.23078125},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,(((Q17)/2)/1000*J28)+(C29/2))","v":32.23078125},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",C29,C29/2)","v":6},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29/2)","v":6}]
[null,"gewählte Gesamtänge HPA",{"$f":"C10+C21+C20+H80","v":273},"[mm]",null,null,null,null,null,null,null,null,"dir.+indir. Einw. Beton TW","VSd,y  [kN/A]",{"$f":"(Q17/1000*J28)+C29","v":64.461562499999999},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,(((Q17)/2)/1000*J28)+(C29/2))","v":32.23078125},{"$f":"C29","v":12},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29/2)","v":6}]
[null,"direkte Einwirkungen",null,null,null,null,null,null,null,null,null,null,"dir.+indir. Einw. Beton Kappe","VSd,y  [kN/A]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",(Q17/1000*J28)+C29,((Q17)/2/1000*J28)+(C29/2))","v":32.23078125},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,((Q17)/1000*J28)+C29)","v":64.461562499999999},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",C29,C29/2)","v":6},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,C29)","v":12},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},{"$f":"Q41","v":0}]
[null,"direkte Einwirkung","Anprall Schrammbord",null,null,null,null,null,null,null,null,null,"Einwirkungen Randbereich ",null,"Reihe 1","Reihe 2","Reihe 1","Reihe 2",null,null,{"$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$23))","v":60},"c",{"$f":"AA24","v":60}]
[null,"Moment MEd,y,direkt / m",28,"[kNm/m]",null,"optimierter Betonverbinder HPA mit hef,Tragwerk = ",null,null,null,{"$f":"AD83&\" mm :\"","v":"137 mm :"},null,null,"direkte Einw. N aus M","NSd",{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16))-N16,(C25*1000/(C7-C9))-N15)*J32/1000","v":6.5536912751677852},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15))-N16,0)*J32/1000","v":4.8624161073825496},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S16+S15^2/S16))-N16,(C25*1000/(C7-C9))-N15)*J32/1000","v":6.5536912751677852},{"$f":"IF(G5=\"Zweireihige Ankeranordnung\",(C25*1000/(S15+S16^2/S15))-N16,0)*J32/1000","v":4.8624161073825496},null,null,{"$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$23))","v":115},"s",{"$f":"AA25","v":115}]
[null,"Querkraft VEd,y,direkt / m",64,"[kN/m]",null,{"$f":"Z110","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"},null,null,null,null,null,null,"dir.+indir. Einw. Stahl TW/Kappe","VSd,y/x [kN/A]",{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C29,2))),SQRT((POWER(((Q17/2)/1000*J32)+(C30/2),2))+(POWER((C29/2),2)))))","v":20.03492347742656},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17)/2)/1000*J32)+(C30/2),2))+(POWER((C29/2),2)))))","v":20.03492347742656},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER(C30,2))+(POWER(C29,2))),SQRT((POWER((C30/2),2))+(POWER((C29/2),2)))))","v":8.4852813742385695},{"$f":"(IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((C30/2),2))+(POWER((C29/2),2)))))","v":8.4852813742385695},null,null,null,null,null,null,null,null,null,"h",{"$f":"AA28","v":193}]
[]
[null,"indirekte Einwirkungen",null,null,null,"Abstand Mittelbereich sx,Mitte",null,null,null,900,"[mm]",null,"dir.+indir. Einw. Beton TW","VSd,y/x [kN/A]",{"$f":"SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C30,2)))","v":40.069846954853119},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17)/2)/1000*J32)+(C30/2),2))+(POWER(C30/2,2))))","v":20.03492347742656},{"$f":"SQRT((POWER(C30,2))+(POWER(C30,2)))","v":16.970562748477139},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((C30/2),2)+(POWER(C30/2,2)))))","v":8.4852813742385695},null,null,{"$f":"Tragwerk!A20","v":"hT,ef + 2 do"},{"$f":"Tragwerk!B20","v":173},{"$f":"Tragwerk!C20","v":181},{"$f":"Tragwerk!D20","v":193},176,176,{"$f":"INDEX($V$24:$X$28,5,MATCH($C$4,$V$23:$X$23))","v":193},"HT/hTef",{"$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]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER((Q17/1000*J32)+C30,2))+(POWER(C30,2))),SQRT((POWER(((Q17/2)/1000*J32)+(C30/2),2))+(POWER(C30/2,2))))","v":20.03492347742656},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER((((Q17))/1000*J32)+(C30),2))+(POWER(C30,2))))","v":40.069846954853119},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",SQRT((POWER(C30,2))+(POWER(C30,2))),SQRT((POWER((C30/2),2)+(POWER(C30/2,2)))))","v":8.4852813742385695},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",0,SQRT((POWER(C30,2))+(POWER(C30,2))))","v":16.970562748477139},null,null,"2 do",36,44,56,0,0,{"$f":"INDEX($V$24:$X$29,6,MATCH($C$4,$V$23:$X$23))","v":56},null,{"$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":17.426196910490301},{"$f":"IF(G5=\"Einreihige Ankeranordnung\",DEGREES(ATAN(C30/(C30+(Q17)/1000*J32))),DEGREES(ATAN((C30/2)/((C30/2)+(((Q17)/2)/1000*J32)))))","v":17.426196910490301},{"$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,450,"[mm]",null,null,"Winkel Kappe VSd,y/x [°]",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",DEGREES(ATAN(C30/(C30+(Q17)/1000*J32))),DEGREES(ATAN((C30/2)/((C30/2)+(((Q17)/2)/1000*J32)))))","v":17.426196910490301},{"$f":"DEGREES(ATAN(C30/(C30+((Q17)/1000*J32))))","v":17.426196910490301},{"$f":"IF(C3=\"Sonderfall ohne indirekte Einw.\",0,45)","v":45},{"$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,"Anprall Fahrzeugrückhaltesystem",null,null,null,"Kappenanker HPA M16",100,18,null,null,null,{"$f":"VLOOKUP(C4,Q37:U42,3)","v":28},null,{"$f":"VLOOKUP(C4,Q37:U42,2)","v":100}]
[null,"Mittelbereich",null,null,null,null,null,null,null,null,null,null,"Anprall Schrammbord",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,"Wind auf Lärmschutzwand",null,null,null,"Kappenanker HPA M24",100,28,null,null,null,null,{"$f":"MAX(C10+2*W37,C10)","v":206}]
[null,null,null,"Einwirkungen HPA-Reihe 1",null,null,null,"Einwirkungen HPA-Reihe 2"]
[null,"Zugkraft","NEd",{"$f":"O20","v":13.10738255033557},"[kN]",{"$f":"O20","v":13.10738255033557},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P20)","v":9.7248322147650992},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P20)","v":9.7248322147650992},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,"Anschlussbewehrung"]
[null,"Querkraft auf Stahl","VEd,y,Stahl",{"$f":"Tragwerk!B70","v":32.23078125},"[kN]",{"$f":"Kappe!B61","v":32.23078125},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!G70)","v":32.23078125},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Kappe!G61)","v":32.23078125},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},null,null,"Kappenverankerung HPA",null,null,"Mitte"]
[null,"Querkraft auf Beton","VEd,y,Beton",{"$f":"Tragwerk!B93","v":64.461562499999999},"[kN]",{"$f":"Kappe!B84","v":32.23078125},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!G93)","v":32.23078125},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",Kappe!G84,\"\")","v":64.461562499999999},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},null,null,"Schubschwelle",null,null,"Dübelreihe 1","Dübelreihe 2",null,"Dübelauswahl",null,"Höhe Kopfbolzen HK1","gewählt","max. mögl. Verank.-länge Kopf hkeff = Hk - cnom - HK1",null,"dp Mutter","An,Mutter","dp Kopfplatte",null,"An,Kopfplatte","Dübel-Durchm."]
[null,null,null,"Widerstände HPA-Reihe 1",null,null,null,"Widerstände HPA-Reihe 2",null,null,null,null,null,null,null,"Ausnutz Tragw.",{"$f":"IF(D41>D45,1,0)","v":0},{"$f":"IF(H41>H45,1,0)","v":0},null,"Kappenanker HPA M16",null,13,{"$f":"VLOOKUP(C4,T44:V46,3)","v":19},{"$f":"C18-C19-V44","v":102},null,24,251,24,null,{"$f":"PI()*(POWER(AB44,2)-POWER(16,2))/4","v":251.32741228718345},16]
[null,"Zug, Betonausbruch ","NRd,c",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E52,39)","v":54.133974178600717},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,25)","v":34.880733937232449},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J52,39))","v":54.133974178600717},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J36,25))","v":34.880733937232449},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,"Zustand I",null,null,{"$f":"IF(D41>D46,1,0)","v":0},{"$f":"IF(H41>H46,1,0)","v":0},null,"Kappenanker HPA M20",null,16,null,{"$f":"C18-C19-V45","v":99},null,30,393,50,null,{"$f":"PI()*(POWER(AB45,2)-POWER(20,2))/4","v":1649.3361431346414},20]
[null,"Zug, Herausziehen","NRd,p",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E52,28)","v":76.722378809704352},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,13)","v":88.28125},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J52,28))","v":76.722378809704352},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J36,13))","v":88.28125},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,"Zustand II",null,null,{"$f":"IF(D42>D47,1,0)","v":0},{"$f":"IF(H42>H47,1,0)","v":0},null,"Kappenanker HPA M24",null,19,null,{"$f":"C18-C19-V46","v":96},null,36,565,70,null,{"$f":"PI()*((POWER(AB46,2)-POWER(24,2))/4)","v":3396.0616585305665},24]
[null,"Querkraft, Stahlversagen","VRd,s",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!A14:E69,56)","v":79.23},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E60,49)","v":79.23},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J69,56),\"\")","v":79.23},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J60,49),\"\")","v":79.23},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,null,{"$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$4,21),Tragwerk!A14:E92,79)","v":108.26794835720143},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!A12:E67,56)","v":69.761467874464898},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!F14:J92,79),\"\")","v":108.26794835720143},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!F12:J67,56),\"\")","v":69.761467874464898},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,"berücksichtigen",null,null,{"$f":"IF(D49>100.9,1,0)","v":0},{"$f":"IF(H49>100.9,1,0)","v":0}]
[null,"Ausnutzung Stahl / Beton  ≤ 100 [%]",null,{"$f":"MAX(Tragwerk!$B$105*100,Tragwerk!$B$106*100)","v":57.855414634941702},"[%]",{"$f":"MAX(Kappe!$B$96*100,Kappe!$B$97*100)","v":54.439234085315057},"[%]",{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Tragwerk!$G$105*100,Tragwerk!$G$106*100),\"\")","v":40.680021772056037},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":"[%]"},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Kappe!G96*100,Kappe!G97*100),\"\")","v":100.23588174363873},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":"[%]"},null,null,"nicht berücksichtigen",null,"Ausnutz Kappe",{"$f":"IF(F41>F45,1,0)","v":0},{"$f":"IF(J41<=J45,0,1)","v":0},"Kopfbolzenart","An","d kopf","An gewählt","An maßgeb.","dp maßgeb","Dimension Kopf","dp gew.","An gewählt","dp gewählt",null,"An gewählt","D gewählt"]
[null,"Randbereich (je 6 m vor ÜKO)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F41>F46,1,0)","v":0},{"$f":"IF(J41<=J46,0,1)","v":0},"Kopfplatte HPA-K M20x50x16",{"$f":"AD45","v":1649.3361431346414},50,{"$f":"VLOOKUP(C15,S50:T54,2)","v":565},{"$f":"V50","v":565},{"$f":"VLOOKUP(C15,S50:U54,3)","v":36},20,{"$f":"VLOOKUP(C4,T44:Z46,7)","v":36},{"$f":"VLOOKUP(C4,T44:AA46,8)","v":565},{"$f":"VLOOKUP(C4,T44:AB46,9)","v":70},null,{"$f":"VLOOKUP(C4,T44:AD46,11)","v":3396.0616585305665},{"$f":"VLOOKUP(C4,T44:AE46,12)","v":24}]
[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},"Kopfplatte HPA-K M24x70x19",{"$f":"AD46","v":3396.0616585305665},70,null,null,50,24]
[null,null,null,"Einwirkungen HPA-Reihe 1",null,null,null,"Einwirkungen HPA-Reihe 2",null,null,null,null,null,null,null,null,{"$f":"IF(F43>F48,1,0)","v":0},{"$f":"IF(J43<=J48,0,1)","v":0},"Sechskantmutter A4 M16",{"$f":"AA44","v":251},24,null,null,null,16]
[null,"Zugkraft","NEd",{"$f":"O25","v":6.5536912751677852},"[kN]",{"$f":"O25","v":6.5536912751677852},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P25)","v":4.8624161073825496},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",P25)","v":4.8624161073825496},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,null,{"$f":"IF(F49>100.9,1,0)","v":0},{"$f":"IF(J49>100.9,1,0)","v":0},"Sechskantmutter A4 M20",{"$f":"AA45","v":393},30,null,null,null,20]
[null,"Querkraft auf Stahl","VEd,x/y,Stahl",{"$f":"Tragwerk!M70","v":20.03492347742656},"[kN]",{"$f":"Kappe!L61","v":20.03492347742656},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!R70)","v":20.03492347742656},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Kappe!Q61)","v":20.03492347742656},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,"einreihig",{"$f":"IF(SUM(Q44:Q53)=0,0,1)","v":0},null,"Sechskantmutter A4 M24",{"$f":"AA46","v":565},36,null,null,null,24]
[null,"Querkraft auf Beton","VEd,x/y,Beton",{"$f":"Tragwerk!M93","v":40.069846954853119},"[kN]",{"$f":"Kappe!L84","v":20.03492347742656},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",Tragwerk!R93)","v":20.03492347742656},{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",Kappe!Q84,\"\")","v":40.069846954853119},{"$f":"IF(AND(Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,"zweireihig",{"$f":"IF(SUM(Q44:R53)=0,0,1)","v":0},null,null,null,null,null,null,null,"gewählt"]
[null,null,null,"Widerstände HPA-Reihe 1",null,null,null,"Widerstände HPA-Reihe 2",null,null,null,null,null,null,null,"relevant",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",Q54,Q55)","v":0},null,null,null,null,null,null,null,{"$f":"VLOOKUP(C15,S50:Y54,7)","v":24}]
[null,"Zug, Betonausbruch ","NRd,c",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O52,39)","v":54.133974178600717},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,25)","v":34.880733937232449},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T52,39))","v":54.133974178600717},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S36,25))","v":34.880733937232449},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,null,"Rand",null,null,"max. mögl. Kopfbolzenhöhe hkeff = Hk - cnom - HK1"]
[null,"Zug, Herausziehen","NRd,p",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O52,28)","v":76.722378809704352},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,13)","v":88.28125},"[kN]",{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T52,28))","v":76.722378809704352},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Einreihige Ankeranordnung\",\"\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S36,13))","v":88.28125},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,null,"Dübelreihe 1","Dübelreihe 2",null,{"$f":"C18-C19-W44","v":96}]
[null,"Querkraft, Stahlversagen","VRd,s",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O69,56)","v":79.23},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N60,49)","v":79.23},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T69,56),\"\")","v":79.23},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S60,49),\"\")","v":79.23},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,"Ausnutz Tragw.",{"$f":"IF(D53>D57,1,0)","v":0},{"$f":"IF(H53>H57,1,0)","v":0}]
[null,"Querkraft, Betonversagen","VRd,c/cp",{"$f":"HLOOKUP(LEFT($C$4,21),Tragwerk!M14:O92,79)","v":108.26794835720143},"[kN]",{"$f":"HLOOKUP(LEFT($C$4,21),Kappe!L12:N67,56)","v":69.761467874464898},"[kN]",{"$f":"IF((Eingabe!$G$5=\"Zweireihige Ankeranordnung\"),HLOOKUP(LEFT($C$4,21),Tragwerk!R14:T92,79),\"\")","v":108.26794835720143},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},{"$f":"IF(Eingabe!$G$5=\"Zweireihige Ankeranordnung\",HLOOKUP(LEFT($C$4,21),Kappe!Q12:S67,56),\"\")","v":69.761467874464898},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[kN]\",\"\")","v":"[kN]"},null,null,null,null,null,{"$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$106*100)","v":26.7275909929675},"[%]",{"$f":"MAX(Kappe!L96*100,Kappe!L97*100)","v":25.287042127258058},"[%]",{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Tragwerk!$R$105*100,Tragwerk!$R$106*100),\"\")","v":25.287042127258058},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",\"[%]\",\"\")","v":"[%]"},{"$f":"IF($G$5=\"Zweireihige Ankeranordnung\",MAX(Kappe!Q96*100,Kappe!Q97*100),\"\")","v":48.736196318394775},{"$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},{"$f":"IF(H55>H60,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D61>100.9,1,0)","v":0},{"$f":"IF(H61>100.9,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ausnutz Kappe",{"$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},{"$f":"IF(J53>J58,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F54>F59,1,0)","v":0},{"$f":"IF(J54>J59,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F55>F60,1,0)","v":0},{"$f":"IF(J55>J60,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(F61>100.9,1,0)","v":0},{"$f":"IF(J61>100.9,1,0)","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"einreihig",{"$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",{"$f":"IF(SUM(Q59:R68)=0,0,1)","v":0},null,"gewählter Dübel-Ø","Dübel-Durchm.","Dübellänge l vorh","Art. ohne Art.-Nr. sind Sopo",null,"Auswahl kurz/lang lt. Artikel",null,null,"kürzerer HPA gewählt nach Art.-Nr:",null,null,"längerer HPA ohne Check hT mit 2xdo",null,null,"kürzerer HPA ohne Check hT mit 2xdo"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"relevant",{"$f":"IF(G5=\"Einreihige Ankeranordnung\",Q69,Q70)","v":0},null,{"$f":"AE50","v":24},16,{"$f":"IF(S75<200,S75,)","v":0},{"$f":"\"Set HPA A4 M16x\"&(U71) &\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M16x0 inkl. Mutter u. Stauscheibe"},null,null,null,{"$f":"IF(S71=16,VLOOKUP(X72,U71:V78,2),IF(S71=20,VLOOKUP(X80,U79:V89,2),IF(S71=24,VLOOKUP(X91,U90:V97,2))))","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"},null,null,null,{"$f":"IF(S71=16,VLOOKUP(X73,U71:U78,1),IF(S71=20,VLOOKUP(X81,U79:U89,1),IF(S71=24,VLOOKUP(X92,U90:U97,1))))","v":300},null,null,{"$f":"IF(S71=16,VLOOKUP(X72,U71:U78,1),IF(S71=20,VLOOKUP(X80,U79:U89,1),IF(S71=24,VLOOKUP(X91,U90:U97,1))))","v":260}]
[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,"Set HPA A4 M16x200 inkl. Mutter u. Stauscheibe (2329936) ",null,{"$f":"LOOKUP(S75,U71:U78)","v":260},null,null,"längerer HPA gewählt nach Art.-Nr:",null,null,"hT,vorh mit längerem HPA",null,null,"hT,vorh mit kürzerem HPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"C22","v":273},16,220,"Set HPA A4 M16x220 inkl. Mutter u. Stauscheibe (2329937)",null,{"$f":"IF(S75<350,INDEX(U71:U78,MATCH(S75,U71:U78,1)+1),ROUNDUP(S75,-1))","v":300},null,{"$f":"IF(S71=16,VLOOKUP(X73,U71:V78,2),IF(S71=20,VLOOKUP(X81,U79:V89,2),IF(S71=24,VLOOKUP(X92,U90:V97,2))))","v":"Set HPA A4 M24x300 inkl. Mutter u. Stauscheibe (2330231)"},null,null,null,{"$f":"AD71-C20-C21-H80","v":177},null,null,{"$f":"AG71-C20-C21-H80","v":137}]
[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,"Set HPA A4 M16x240 inkl. Mutter u. Stauscheibe (2329938)",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,{"$f":"ROUND(C22/5,0)*5","v":275},16,260,"Set HPA A4 M16x260 inkl. Mutter u. Stauscheibe (2329939)",null,null,null,{"$f":"IF(AE32=0,Z71,Z73)","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"},null,null,null,{"$f":"C8-2*W37","v":184}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,300,"Set HPA A4 M16x300 inkl. Mutter u. Stauscheibe (2330220)",null,null,null,null,null,null,null,"längerer HPA mit Check hT mit 2xdo",null,null,"kürzerer HPA mit Check hT mit 2xdo"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,350,"Set HPA A4 M16x350 inkl. Mutter u. Stauscheibe (2344761)",null,null,null,null,null,null,null,{"$f":"IF(AD32=1,\"längerer HPA nicht ok\",\"längerer HPA ist ok\")","v":"längerer HPA ist ok"},null,null,{"$f":"IF(AE32=1,\"kürzerer HPA nicht ok\",\"kürzerer HPA ist ok\")","v":"kürzerer HPA ist ok"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,{"$f":"IF(S75>U77,S75,)","v":0},{"$f":"\"Set HPA A4 M16x\"&(U78)&\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M16x0 inkl. Mutter u. Stauscheibe"},null,null,null,null,"projektspez. Art.-Set wenn 2 x do nicht ok",null,null,"Auslastung in TW ok?"]
[null,null,"Dicke für Nachweis","maßg. Dicke für Nachweis","ohne V mit Hebel","Dicke für D-Länge",null,"Dicke für D-Länge",null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<180,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U79)&\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M20x0 inkl. Mutter u. Stauscheibe"},null,null,null,{"$f":"\"HPA A4 spez. M\"&S71&\"x\"&S75","v":"HPA A4 spez. M24x275"},null,null,null,{"$f":"IF(AND(D49<100.9,D61<100.9,H49<100.9,H61<100.9),\"ok\",\"nicht ok\")","v":"ok"}]
[null,"Bitumen-Schweißbahn einlagig + Schutzlage, Dicke 8 mm",0,{"$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,20,180,"Set HPA A4 M20x180 inkl. Mutter u. Stauscheibe (2330221)",null,{"$f":"LOOKUP(S75,U79:U89)","v":260},null,null,"(wird nicht mehr benötigt weil in Z71 drin)",null,null,"Länge HPA für Nachweis und Ausdruck"]
[null,"Bitumen-Schweißbahn einlagig, Dicke 5 mm",0,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,20,200,"Set HPA A4 M20x200 inkl. Mutter u. Stauscheibe (2340256)",null,{"$f":"IF(S75<380,INDEX(U79:U89,MATCH(S75,U79:U89,1)+1),ROUNDUP(S75,-1))","v":300},null,null,null,null,null,{"$f":"IF(AE32=0,AG71,IF(AD32=0,AD71,S75))","v":260}]
[null,"Bitumen-Schweißbahn zweilagig + Schutzlage, Dicke 13 mm",13,null,null,13,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"Set HPA A4 M20x220 inkl. Mutter u. Stauscheibe (2330222)",null,null,null,null,null,null,null,"tatsächliche hT,ef für Ausdruck, Menge HIT und Nachweise!"]
[null,"Bitumen-Schweißbahn zweilagig, Dicke 10 mm",0,null,null,10,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"Set HPA A4 M20x240 inkl. Mutter u. Stauscheibe (2330223)",null,null,null,null,null,null,null,{"$f":"AD81-C20-C21-H80","v":137}]
[null,"Flüssigkunststoff-Abdichtung, Dicke 3 mm",0,null,null,3,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"Set HPA A4 M20x260 inkl. Mutter u. Stauscheibe (2330224)"]
[null,"keine Dichtung vorhanden, Dicke 0 mm",0,null,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"Set HPA A4 M20x300 inkl. Mutter u. Stauscheibe (2330225)",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,20,330,"Set HPA A4 M20x330 inkl. Mutter u. Stauscheibe (2330226)",null,null,null,null,null,null,null,{"$f":"IF(S71=16,30,IF(S71=20,25,IF(S71=24,20,)))","v":20},"ml/HPA"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"Set HPA A4 M20x350 inkl. Mutter u. Stauscheibe (2330227)",null,null,null,null,null,null,null,"HIT-Menge erforderlich je HPA (Neubau, Instandsetzung)"]
[null,"Betrachtung für benötigte Längen bei:",null,"145/150",230,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,380,"Set HPA A4 M20x380 inkl. Mutter u. Stauscheibe (2330228)",null,null,null,null,null,null,null,{"$f":"(AD83*PI()*((W37+2)*(W37+2)-(S71-2)*(S71-2))/4000)+AD86","v":64.761412128347374},"ml/HPA"]
[null,"hT,ef = 120 mm ","cnom = 0",280,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U88,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U89)&\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M20x0 inkl. Mutter u. Stauscheibe"},null,null,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,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U90)&\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M24x0 inkl. Mutter u. Stauscheibe"},null,null,null,null,null,null,null,{"$f":"(((T58+H80+AD83)*PI()*((W37+2)*(W37+2)-(S71-2)*(S71-2)))/4000)+20","v":98.74087826957458},"ml/HPA"]
[null,"einlag.+V13/zweilagig +V13","cnom = 50",230,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,220,"Set HPA A4 M24x220 inkl. Mutter u. Stauscheibe (2340257)",null,{"$f":"LOOKUP(S75,U90:U97)","v":260},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,24,240,"Set HPA A4 M24x240 inkl. Mutter u. Stauscheibe (2330229)",null,{"$f":"IF(S75<450,INDEX(U90:U97,MATCH(S75,U90:U97,1)+1),ROUNDUP(S75,-1))","v":300},null,null,null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",AD90,AD88)","v":64.761412128347374},"ml/HPA"]
[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. Mutter u. Stauscheibe (2330230)",null,null,null,null,null,null,null,{"$f":"ROUNDUP(AD92,0)","v":65},"ml/HPA aufgerundet"]
[null,"Betrachtung für benötigte Längen bei:",null,"145/150",230,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"Set HPA A4 M24x300 inkl. Mutter u. Stauscheibe (2330231)"]
[null,"hT,ef = 140 mm ","cnom = 0",300,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,350,"Set HPA A4 M24x350 inkl. Mutter u. Stauscheibe (2330232)"]
[null,"HK = 145/150 und 230 mm","cnom = 30",270,350,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,450,"Set HPA A4 M24x450 inkl. Mutter u. Stauscheibe (2345552)"]
[null,"einlag.+V13/zweilagig +V13","cnom = 50",250,"-",null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U96,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U97)&\" inkl. Mutter u. Stauscheibe\"","v":"Set HPA A4 M24x0 inkl. Mutter u. Stauscheibe"},null,null,null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,"cnom = 60",240,320,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art.-Nr. nachträgl. Kappenverank. ohne HIW",null,null,null,null,{"$f":"IF(S71=16,VLOOKUP(X99,U99:V105,2),IF(S71=20,VLOOKUP(X107,U106:V116,2),IF(S71=24,VLOOKUP(X118,U117:V123,2))))","v":"Set HPA A4 M24x260 inkl. Mutter (2332053)"}]
[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":"\"Set HPA A4 M16x\"&(U99)&\" inkl. Mutter\"","v":"Set HPA A4 M16x0 inkl. Mutter"},null,{"$f":"LOOKUP(S75,U99:U105)","v":260},null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,"Vorschlag: ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,200,"Set HPA A4 M16x200 inkl. Mutter (2331899)",null,{"$f":"IF(S75<300,INDEX(U99:U105,MATCH(S75,U99:U105,1)+1),ROUNDUP(S75,-1))","v":300},null,{"$f":"IF(S71=16,VLOOKUP(X100,U99:V105,2),IF(S71=20,VLOOKUP(X108,U106:V116,2),IF(S71=24,VLOOKUP(X119,U117:V123,2))))","v":"Set HPA A4 M24x300 inkl. Mutter (2332054)"}]
[null,"M16: 240 und 300",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,220,"Set HPA A4 M16x220 inkl. Mutter (2332040)",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,"M20/24: 240 und 250 wird 260, 270 kann auch auf 300 mit hT=170 gebracht werden: ergibt je 4 Größen: 260 / 300 / 330 / 350",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,240,"Set HPA A4 M16x240 inkl. Mutter (2332041)",null,null,null,{"$f":"IF(AE32=0,Z98,Z100)","v":"Set HPA A4 M24x260 inkl. Mutter (2332053)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,260,"Set HPA A4 M16x260 inkl. Mutter (2332042)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,16,300,"Set HPA A4 M16x300 inkl. Mutter (2332043)"]
[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,16,{"$f":"IF(S75>U104,S75,)","v":0},{"$f":"\"Set HPA A4 M16x\"&(U105)&\" inkl. Mutter\"","v":"Set HPA A4 M16x0 inkl. Mutter"},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",null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<180,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U106)&\" inkl. Mutter\"","v":"Set HPA A4 M20x0 inkl. Mutter"},null,null,null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",Z102,Z75)","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"Instandsetzung Kappe",null,null,{"$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},{"$f":"IF(AND(C3=\"Instandsetzung Kappe\",C12=\"2,85 < b ≤ 3,35 m\"),22,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,20,180,"Set HPA A4 M20x180 inkl. Mutter (2332044)",null,{"$f":"LOOKUP(S75,U106:U116)","v":260},null,{"$f":"IF(C3=\"Nachträgliche Kappenverankerung\",Z150,Z131)","v":"Set HPA A4 M24x260 inkl. Kopfplatte u. Stauscheibe (2348596)"}]
[null,"Neubau Kappe und Überbau",null,null,{"$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},{"$f":"IF(AND(C3=\"Neubau Kappe und Überbau\",C12=\"2,85 < b ≤ 3,35 m\"),13,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,20,200,"Set HPA A4 M20x200 inkl. Mutter (2340493)",null,{"$f":"IF(S75<380,INDEX(U106:U116,MATCH(S75,U106:U116,1)+1),ROUNDUP(S75,-1))","v":300},null,{"$f":"IF(OR(C15=\"Sechskantmutter A4 M16\",C15=\"Sechskantmutter A4 M20\",C15=\"Sechskantmutter A4 M24\"),\"mit Mutter\",\"mit Kopfplatte\")","v":"mit Mutter"}]
[null,"Nachträgliche Kappenverankerung",null,null,{"$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},{"$f":"IF(AND(C3=\"Nachträgliche Kappenverankerung\",C12=\"2,85 < b ≤ 3,35 m\"),13,0)","v":0},null,null,null,null,null,null,null,null,null,null,null,20,220,"Set HPA A4 M20x220 inkl. Mutter (2332045)"]
[null,"Sonderfall ohne indirekte Einw.",null,null,0,0,0,0,null,null,null,null,null,null,null,null,null,null,null,20,240,"Set HPA A4 M20x240 inkl. Mutter (2332046)",null,null,null,{"$f":"IF(Z108=\"mit Kopfplatte\",Z107,Z106)","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"maßgebender Zwang Vsdxy",null,null,{"$f":"MAX(E107:H110)","v":12},null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"Set HPA A4 M20x260 inkl. Mutter (2332047)",null,null,null,"(Das wird in Ausdruck übernommen)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"Set HPA A4 M20x300 inkl. Mutter (2332048)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"Set HPA A4 M20x330 inkl. Mutter (2332049)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"Set HPA A4 M20x350 inkl. Mutter (2332050)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,380,"Set HPA A4 M20x380 inkl. Mutter (2332051)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U115,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U116)&\" inkl. Mutter\"","v":"Set HPA A4 M20x0 inkl. Mutter"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U117)&\" inkl. Mutter\"","v":"Set HPA A4 M24x0 inkl. Mutter"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,220,"Set HPA A4 M24x220 inkl. Mutter (2340494)",null,{"$f":"LOOKUP(S75,U117:U123)","v":260}]
[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. Mutter (2332052)",null,{"$f":"IF(S75<350,INDEX(U117:U123,MATCH(S75,U117:U123,1)+1),ROUNDUP(S75,-1))","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"Set HPA A4 M24x260 inkl. Mutter (2332053)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"Set HPA A4 M24x300 inkl. Mutter (2332054)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,350,"Set HPA A4 M24x350 inkl. Mutter (2332055)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U122,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U123)&\" inkl. Mutter\"","v":"Set HPA A4 M24x0 inkl. Mutter"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Art.-Nr. Kappenverank. mit HPA-K und mit HIW"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75<180,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U125)&\" inkl. Kopfplatte u. Stauscheibe\"","v":"Set HPA A4 M20x0 inkl. Kopfplatte u. Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,180,"Set HPA A4 M20x180 inkl. Kopfplatte u. Stauscheibe (2348275)",null,{"$f":"LOOKUP(S75,U125:U135)","v":260},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,20,200,"Set HPA A4 M20x200 inkl. Kopfplatte u. Stauscheibe (2348276)",null,{"$f":"IF(S75<380,INDEX(U125:U135,MATCH(S75,U125:U135,1)+1),ROUNDUP(S75,-1))","v":300},null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X126,U125:V135,2),IF(S71=24,VLOOKUP(X137,U136:V142,2))))","v":"Set HPA A4 M24x260 inkl. Kopfplatte u. Stauscheibe (2348596)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"Set HPA A4 M20x220 inkl. Kopfplatte u. Stauscheibe (2348277)",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,20,240,"Set HPA A4 M20x240 inkl. Kopfplatte u. Stauscheibe (2348278)",null,null,null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X127,U125:V135,2),IF(S71=24,VLOOKUP(X138,U136:V142,2))))","v":"Set HPA A4 M24x300 inkl. Kopfplatte u. Stauscheibe (2348597)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"Set HPA A4 M20x260 inkl. Kopfplatte u. Stauscheibe (2348279)",null,null,null,null,"Check mit HT + 2 x do: HPA im Nachweis"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,300,"Set HPA A4 M20x300 inkl. Kopfplatte u. Stauscheibe (2348590)",null,null,null,{"$f":"IF(AE32=0,Z127,Z129)","v":"Set HPA A4 M24x260 inkl. Kopfplatte u. Stauscheibe (2348596)"},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,20,330,"Set HPA A4 M20x330 inkl. Kopfplatte u. Stauscheibe (2348591)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"Set HPA A4 M20x350 inkl. Kopfplatte u. Stauscheibe (2348592)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,380,"Set HPA A4 M20x380 inkl. Kopfplatte u. Stauscheibe (2348593)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U134,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U135)&\" inkl. Kopfplatte u. Stauscheibe\"","v":"Set HPA A4 M20x0 inkl. Kopfplatte u. Stauscheibe"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U136)&\" inkl. Kopfplatte u. Stauscheibe\"","v":"Set HPA A4 M24x0 inkl. Kopfplatte 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. Kopfplatte u. Stauscheibe (2348594)",null,{"$f":"LOOKUP(S75,U136:U142)","v":260}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,240,"Set HPA A4 M24x240 inkl. Kopfplatte u. Stauscheibe (2348595)",null,{"$f":"IF(S75<350,INDEX(U136:U142,MATCH(S75,U136:U142,1)+1),ROUNDUP(S75,-1))","v":300}]
[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. Kopfplatte u. Stauscheibe (2348596)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"Set HPA A4 M24x300 inkl. Kopfplatte u. Stauscheibe (2348597)"]
[null,null,null,null,null,null,null," ",null,null,null,null,null,null,null,null,null,null,null,24,350,"Set HPA A4 M24x350 inkl. Kopfplatte u. Stauscheibe (2348598)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U141,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U142)&\" inkl. Kopfplatte u. Stauscheibe\"","v":"Set HPA A4 M24x0 inkl. Kopfplatte u. Stauscheibe"}]
[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,{"$f":"IF(S75<180,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U144)&\" inkl. Kopfplatte\"","v":"Set HPA A4 M20x0 inkl. Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,180,"Set HPA A4 M20x180 inkl. Kopfplatte (2348600)",null,{"$f":"LOOKUP(S75,U144:U154)","v":260},null,null,"kürzerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,200,"Set HPA A4 M20x200 inkl. Kopfplatte (2348601)",null,{"$f":"IF(S75<380,INDEX(U144:U154,MATCH(S75,U144:U154,1)+1),ROUNDUP(S75,-1))","v":300},null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X145,U144:V154,2),IF(S71=24,VLOOKUP(X156,U155:V161,2))))","v":"Set HPA A4 M24x260 inkl. Kopfplatte (2348611)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,220,"Set HPA A4 M20x220 inkl. Kopfplatte (2348602)",null,null,null,null,"längerer HPA gewählt nach Art.-Nr:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,240,"Set HPA A4 M20x240 inkl. Kopfplatte (2348603)",null,null,null,{"$f":"IF(S71=16,\" \",IF(S71=20,VLOOKUP(X146,U144:V154,2),IF(S71=24,VLOOKUP(X157,U155:V161,2))))","v":"Set HPA A4 M24x300 inkl. Kopfplatte (2348612)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,260,"Set HPA A4 M20x260 inkl. Kopfplatte (2348604)",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,20,300,"Set HPA A4 M20x300 inkl. Kopfplatte (2348605)",null,null,null,{"$f":"IF(AE32=0,Z146,Z148)","v":"Set HPA A4 M24x260 inkl. Kopfplatte (2348611)"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,330,"Set HPA A4 M20x330 inkl. Kopfplatte (2348606)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,350,"Set HPA A4 M20x350 inkl. Kopfplatte (2348607)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,380,"Set HPA A4 M20x380 inkl. Kopfplatte (2348608)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,20,{"$f":"IF(S75>U153,S75,)","v":0},{"$f":"\"Set HPA A4 M20x\"&(U154)&\" inkl. Kopfplatte\"","v":"Set HPA A4 M20x0 inkl. Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75<220,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U155)&\" inkl. Kopfplatte\"","v":"Set HPA A4 M24x0 inkl. Kopfplatte"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,220,"Set HPA A4 M24x220 inkl. Kopfplatte (2348609)",null,{"$f":"LOOKUP(S75,U155:U161)","v":260}]
[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. Kopfplatte (2348610)",null,{"$f":"IF(S75<350,INDEX(U155:U161,MATCH(S75,U155:U161,1)+1),ROUNDUP(S75,-1))","v":300}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,260,"Set HPA A4 M24x260 inkl. Kopfplatte (2348611)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,300,"Set HPA A4 M24x300 inkl. Kopfplatte (2348612)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,350,"Set HPA A4 M24x350 inkl. Kopfplatte (2348613)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,24,{"$f":"IF(S75>U160,S75,)","v":0},{"$f":"\"Set HPA A4 M24x\"&(U161)&\" inkl. Kopfplatte\"","v":"Set HPA A4 M24x0 inkl. Kopfplatte"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,2]

{"sheet":"Exceptionslist","index":7,"n_rows":1248,"n_cols":11,"rows_kept":1248,"cut":false,"hidden":true,"merged":[]}
[]
[null,null,null,"Computer_Name"]
[null,null,null,"DEFE1057",{"$f":"IFERROR(MATCH(D3,D11:D1300,0),0)","v":0},"Formel bei 1299 Usern anpassen!"]
[null,null,null,"Domain"]
[null,null,null,"hilti.com",{"$f":"IFERROR(MATCH(D5,F11:F500,0),0)","v":0}]
[]
[null,null,null,"User Credentials",{"$f":"E3+E5","v":0}]
[]
[]
[null,null,null,"Computer Name",null,"Domain",null,null,null,"E-Mail","Warning"]
[null,null,1,"DESKTOP-KBJI55T","(PC Lützow privat)","max-boegl.biz",null,"Region","DE",{"$f":"VLOOKUP(I11,H15:I19,2,)","v":"planer-support@hilti.com"},{"$f":"VLOOKUP(I11,H15:J19,3,)","v":"Achtung, die erforderliche Autorisierung fehlt. Wenn Sie das Tool verwenden möchten, dann kontaktieren sie Hilti unter :"}]
[null,null,2,"pc2",null,"ssiftgn.local"]
[null,null,3,"STATIK-PC",null,"kuk.de"]
[null,null,4,"KAFFINE10",null,"ls.mswv.ad.lvnbb.de"]
[null,null,5,"PC-Markoten-2",null,"strassen.nrw.de",null,"DE","planer-support@hilti.com","Achtung, die erforderliche Autorisierung fehlt. Wenn Sie das Tool verwenden möchten, dann kontaktieren sie Hilti unter :"]
[null,null,6,"LT-12",null,"wtm-hh.local",null,"AT","atteamengineering@hilti.com ","Achtung, die erforderliche Autorisierung fehlt. Wenn Sie das Tool verwenden möchten, dann kontaktieren sie Hilti unter :"]
[null,null,7,"DESKTOP-PJ1I98R",null,"nblindschulte",null,"CH","CHTeamInhaustechnik@hilti.com","Achtung, die erforderliche Autorisierung fehlt. Wenn Sie das Tool verwenden möchten, dann kontaktieren sie Hilti unter :"]
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[null,null,14,"Voelkel-PC",null,"S.LAP-CONSULT.COM"]
[null,null,15,"SMECHSNER",null,"trebes.local"]
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[null,null,110,"Kleffel-PC"]
[null,null,111,"LAPTOP-M0LIVF7O"]
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[null,null,116,"PC-STRASSER"]
[null,null,117,"PDA1531"]
[null,null,118,"LAPTOP-P73"]
[null,null,119,"PC-SCHLENGER"]
[null,null,120,"PC-SGABLER"]
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[null,null,133,"SCHOBER-CARSTEN"]
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[null,null,1047,"ilp2ws06"]
[null,null,1048,"ACER-ASPIRE-E17"]
[null,null,1049]
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[null,null,1051]
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[null,null,1080]
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[null,null,"Formel oben anpassen!"]
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[null,null,null,null,"Formel anpassen! Oben!!!"]

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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"]
[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 35/45; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1250},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},{"$f":"Eingabe!D17","v":"[mm]"}]
[null,"Abstand längs sx,Mittelbereich ",null,{"$f":"Eingabe!J28","v":900},{"$f":"Eingabe!D10","v":"[mm]"}]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":450},"[mm]"]
[null,"Reihenabstand s1",null,{"$f":"Eingabe!C17","v":320},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":240},"[mm]"]
[null,"Verankerungslänge hef ",null,{"$f":"Eingabe!AD83","v":137},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":28},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 25/30 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"      [kg/m3]\"","v":"1700      [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":200},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Sechskantmutter A4 M24"}]
[null,"Betondeckung Kopfb. cnom",null,{"$f":"IF(Eingabe!C19=0,\"0\",Eingabe!C19)","v":30},"[mm]"]
[null,"Kappenhöhe hK",null,{"$f":"Eingabe!C18","v":145},"[mm]"]
[null,"Verankerungslänge hef,neu",null,{"$f":"Eingabe!C21","v":96},"[mm]",null,{"$f":"Eingabe!Z110","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]"]
["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:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 65"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 10.2        "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2023"}]
["Bauteil",null,null,"Mittelkappe Nord",null,null,null,null,"Seite",7]
["Kapitel / Vorgang",null,null,"Kappenverankerung",null,null,null,null,"Archiv-Nr.",1234]
["Baumaßnahme",null,null,{"$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,{"$f":"Eingabe!C24","v":"Anprall Schrammbord"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":28},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":64},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperatur-\nunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)\n"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$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":13.10738255033557},{"$f":"Eingabe!F41","v":13.10738255033557},null,null,{"$f":"Eingabe!H41","v":9.7248322147650992},{"$f":"Eingabe!J41","v":9.7248322147650992}]
[null,"VEd,y,Stahl",{"$f":"Eingabe!D42","v":32.23078125},{"$f":"Eingabe!F42","v":32.23078125},null,null,{"$f":"Eingabe!H42","v":32.23078125},{"$f":"Eingabe!J42","v":32.23078125}]
[null,"VEd,y,Beton",{"$f":"Eingabe!D43","v":64.461562499999999},{"$f":"Eingabe!F43","v":32.23078125},null,null,{"$f":"Eingabe!H43","v":32.23078125},{"$f":"Eingabe!J43","v":64.461562499999999}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]",null,null,null,"HPA-Reihe 2 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":6.5536912751677852},{"$f":"Eingabe!F53","v":6.5536912751677852},null,null,{"$f":"Eingabe!H53","v":4.8624161073825496},{"$f":"Eingabe!J53","v":4.8624161073825496}]
[null,"VEd,x/y,Stahl",{"$f":"Eingabe!D54","v":20.03492347742656},{"$f":"Eingabe!F54","v":20.03492347742656},null,null,{"$f":"Eingabe!H54","v":20.03492347742656},{"$f":"Eingabe!J54","v":20.03492347742656}]
[null,"VEd,x/y,Beton",{"$f":"Eingabe!D55","v":40.069846954853119},{"$f":"Eingabe!F55","v":20.03492347742656},null,null,{"$f":"Eingabe!H55","v":20.03492347742656},{"$f":"Eingabe!J55","v":40.069846954853119}]
[]
["Widerstände / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D135","v":132.13903743315507},{"$f":"D213","v":132.13903743315507},null,null,{"$f":"D275","v":132.13903743315507},{"$f":"D357","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":54.133974178600717},{"$f":"Eingabe!F45","v":34.880733937232449},null,null,{"$f":"Eingabe!H45","v":54.133974178600717},{"$f":"Eingabe!J45","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":76.722378809704352},{"$f":"Eingabe!F46","v":88.28125},null,null,{"$f":"Eingabe!H46","v":76.722378809704352},{"$f":"Eingabe!J46","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":79.23},{"$f":"Eingabe!F47","v":79.23},null,null,{"$f":"Eingabe!H47","v":79.23},{"$f":"Eingabe!J47","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":108.26794835720143},{"$f":"Eingabe!F48","v":69.761467874464898},null,null,{"$f":"Eingabe!H48","v":108.26794835720143},{"$f":"Eingabe!J48","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":57.855414634941702},{"$f":"Eingabe!F49","v":54.439234085315057},null,null,{"$f":"Eingabe!H49","v":40.680021772056037},{"$f":"Eingabe!J49","v":100.23588174363873}]
[null,null,{"$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",{"$f":"D420","v":132.13903743315507},{"$f":"D504","v":132.13903743315507},null,null,{"$f":"D570","v":132.13903743315507},{"$f":"D649","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":54.133974178600717},{"$f":"Eingabe!F57","v":34.880733937232449},null,null,{"$f":"Eingabe!H57","v":54.133974178600717},{"$f":"Eingabe!J57","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":76.722378809704352},{"$f":"Eingabe!F58","v":88.28125},null,null,{"$f":"Eingabe!H58","v":76.722378809704352},{"$f":"Eingabe!J58","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":79.23},{"$f":"Eingabe!F59","v":79.23},null,null,{"$f":"Eingabe!H59","v":79.23},{"$f":"Eingabe!J59","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":108.26794835720143},{"$f":"Eingabe!F60","v":69.761467874464898},null,null,{"$f":"Eingabe!H60","v":108.26794835720143},{"$f":"Eingabe!J60","v":69.761467874464898}]
[null,"Aunutzung",{"$f":"Eingabe!D61","v":26.7275909929675},{"$f":"Eingabe!F61","v":25.287042127258058},null,null,{"$f":"Eingabe!H61","v":25.287042127258058},{"$f":"Eingabe!J61","v":48.736196318394775}]
[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,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+1","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D136/D135","v":9.9193870372834961E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D149/D148","v":0.17084171207524737},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$B$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"Eingabe!D45","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D162/D161","v":0.24212858466831258},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D170/D169","v":0.40680021772056035},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+2","v":9}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D183/D182","v":0.59538915697678263},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":265.00014088390975},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":220.83345073659146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D197/D196","v":0.29190125990871413},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.57855414634941704},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D214/D213","v":9.9193870372834961E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D223/D222","v":0.14847300587990733},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+3","v":10}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D243/D242","v":0.37577714316224486},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D251/D250","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D259/D258","v":0.46201409219196743},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V, Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.54439234085315058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!G23:I23,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$14))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D276/D275","v":7.3595452212103354E-2},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+4","v":11}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$G$28:$I$28,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$G$29:$I$29,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$G$30:$I$30,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D294/D293","v":0.12675352831389319},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!G43:I43,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!G44:I44,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!G45:I45,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D307/D306","v":0.17964378862487704},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D315/D314","v":0.40680021772056035},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$93","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D323/D322","v":0.29769457848839131},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+5","v":12}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":3.8381223007740294E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!G79:I79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.8122220487120608E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!G80:I80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":408.32436946698454},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!G81:I81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3892050},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!G82:I82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":669600},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!G84:I84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.4109126902482387},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":203.23807052089049},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":169.36505876740875},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!G93","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D342/D341","v":0.19030360503262336},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!G98:I98,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!G99:I99,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0.23856726681317048},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Mittelbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!G17:I17,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D358/D357","v":7.3595452212103354E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!G21:I21,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D367/D366","v":0.11015739145928607},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!G27:I27,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!G28:I28,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!G29:I29,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D383/D382","v":0.27880239653972999},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+6","v":13}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D396/D395","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$84","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D404/D403","v":0.92402818438393486},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!G90:I90,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1.0023588174363873},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D421/D420","v":4.959693518641748E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D434/D433","v":8.5420856037623685E-2},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+7","v":14}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$f":"Tragwerk!$M$51","v":1.2},"[-]",null,"DIN EN 1992-4"]
[null,null,"NRd,c",{"$f":"D449/D450","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D452/D451","v":0.12106429233415629},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D460/D459","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D468/D467","v":0.18504944243818711},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!M85","v":1.0354302194121141},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":274.38915401966784},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":228.65762834972321},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D483/D482","v":0.17523949340350806},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.26727590992967498},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+8","v":15}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$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$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D505/D504","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D514/D513","v":7.4236502939953666E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D530/D529","v":0.18788857158112243},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D538/D537","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D551/D550","v":0.28719182792253189},"[-]",null,"Ausnutzungsgrad"]
[]
["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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.23534930620672767},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+9","v":16}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","v":1234}]
["Baumaßnahme",null,null,{"$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$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$14))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D571/D570","v":3.6797726106051677E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$R$28:$T$28,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$R$29:$T$29,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$R$30:$T$30,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D584/D583","v":6.3376764156946597E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!R43:T43,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!R44:T44,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!R45:T45,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D597/D596","v":8.9821894312438519E-2},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D605/D604","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D613/D612","v":0.18504944243818711},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+10","v":17}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$14))","v":3.8381223007740294E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!R79:T79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.8122220487120608E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!R80:T80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":408.32436946698454},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!R81:T81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3892050},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!R82:T82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":669600},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!R85","v":1.0354302194121141},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!R84:T84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.4109126902482387},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":210.43883995234037},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":175.36569996028365},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!R93","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D633/D632","v":0.11424653442471371},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!R98:T98,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!R99:T99,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0.10652330195222852},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!Q17:S17,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D650/D649","v":3.6797726106051677E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!Q21:S21,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D659/D658","v":5.5078695729643037E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!Q27:S27,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!Q28:S28,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!Q29:S29,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd, Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D675/D674","v":0.139401198269865},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+11","v":18}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D688/D687","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D696/D695","v":0.28719182792253189},"[-]",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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Eiwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!Q90:S90,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0.48736196318394776},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D59","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J59+12","v":19}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J60","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,5678]
["Aufsteller",null,null,"Ingenieurbüro ",null,null,null,null,"Datum","2022-12-02"]
[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 35/45; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1250},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mitte",null,{"$f":"Eingabe!J28","v":900},"[mm]"]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":450},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":240},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":137},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":28},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 25/30 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"     [kg/m3]\"","v":"1700     [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":200},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Sechskantmutter A4 M24"}]
[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",null,{"$f":"Eingabe!C21","v":96},"[mm]",null,{"$f":"Eingabe!Z110","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]"]
["Dichtungsschicht"]
[null,{"$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":"≈ 65"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 10.2        "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2023"}]
["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,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum","2022-12-02"]
["Einwirkungen"]
[]
[null,"Direkte Einwirkungen:"]
[null,{"$f":"Eingabe!C24","v":"Anprall Schrammbord"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":28},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":64},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperaturunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$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":13.10738255033557},{"$f":"Eingabe!F41","v":13.10738255033557}]
[null,"VEd,y,Stahl",{"$f":"Eingabe!D42","v":32.23078125},{"$f":"Eingabe!F42","v":32.23078125}]
[null,"VEd,y,Beton",{"$f":"Eingabe!D43","v":64.461562499999999},{"$f":"Eingabe!F43","v":32.23078125}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":6.5536912751677852},{"$f":"Eingabe!F53","v":6.5536912751677852}]
[null,"VEd,x/y,Stahl",{"$f":"Eingabe!D54","v":20.03492347742656},{"$f":"Eingabe!F54","v":20.03492347742656}]
[null,"VEd,x/y,Beton",{"$f":"Eingabe!D55","v":40.069846954853119},{"$f":"Eingabe!F55","v":20.03492347742656}]
[]
["Widerstände / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D129","v":132.13903743315507},{"$f":"D207","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":54.133974178600717},{"$f":"Eingabe!F45","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":76.722378809704352},{"$f":"Eingabe!F46","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":79.23},{"$f":"Eingabe!F47","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":108.26794835720143},{"$f":"Eingabe!F48","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":57.855414634941702},{"$f":"Eingabe!F49","v":54.439234085315057}]
[null,{"$f":"Eingabe!F29","v":"Verankerung Mittelbereich zulässig"}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D270","v":132.13903743315507},{"$f":"D354","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":54.133974178600717},{"$f":"Eingabe!F57","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":76.722378809704352},{"$f":"Eingabe!F58","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":79.23},{"$f":"Eingabe!F59","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":108.26794835720143},{"$f":"Eingabe!F60","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":26.7275909929675},{"$f":"Eingabe!F61","v":25.287042127258058}]
[null,{"$f":"Eingabe!F33","v":"Verankerung Randbereich zulässig"}]
[]
["  Zugkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
["  Querkraftübertragung Kappe → Tragwerk (Überbau): Kappenverankerung HPA"]
["Bauteil",null,null,{"$f":"D59","v":"Kappenverankerung"},null,null,null,null,"Seite",{"$f":"J58+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D60","v":"Brücke über die "},null,null,null,null,"Archiv-Nr.",{"$f":"J59","v":1234}]
["Baumaßnahme",null,null,{"$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":5678}]
["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)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D130/D129","v":9.9193870372834961E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D143/D142","v":0.17084171207524737},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D156/D155","v":0.24212858466831258},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D164/D163","v":0.40680021772056035},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$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,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D177/D176","v":0.59538915697678263},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":265.00014088390975},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":220.83345073659146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D191/D190","v":0.29190125990871413},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.57855414634941704},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D208/D207","v":9.9193870372834961E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D217/D216","v":0.14847300587990733},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$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,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D238/D237","v":0.37577714316224486},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D246/D245","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D254/D253","v":0.46201409219196743},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.54439234085315058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D271/D270","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$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,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$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!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D289/D288","v":8.5420856037623685E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D302/D301","v":0.12106429233415629},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D310/D309","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D318/D317","v":0.18504944243818711},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$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,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$f":"D3","v":"Ingenieurbüro "},null,null,null,null,"Datum",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψa,V",{"$f":"Tragwerk!M85","v":1.0354302194121141},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":274.38915401966784},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":228.65762834972321},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D338/D337","v":0.17523949340350806},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.26727590992967498},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D355/D354","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D364/D363","v":7.4236502939953666E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D380/D379","v":0.18788857158112243},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$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,{"$f":"D1","v":"Brücke über die "},null,null,null,null,"Bauwerksnummer (ASB)"]
["Straßenbauverwaltung",null,null,{"$f":"D2","v":"XY"},null,null,null,null,{"$f":"I2","v":5678}]
["Aufsteller",null,null,{"$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!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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D393/D392","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D401/D400","v":0.28719182792253189},"[-]",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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.23534930620672767},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
["Bauteil",null,null,{"$f":"D58","v":"Mittelkappe Nord"},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 35/45; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1250},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mittelbereich",null,{"$f":"Eingabe!J28","v":900},{"$f":"Eingabe!D10","v":"[mm]"}]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":450},"[mm]"]
[null,"Reihenabstand s1",null,{"$f":"Eingabe!C17","v":320},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":240},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":137},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":28},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 25/30 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"      [kg/m3]\"","v":"1700      [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":200},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Sechskantmutter A4 M24"}]
[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",null,{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!D16","v":"[mm]"},null,{"$f":"Eingabe!Z110","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C21+Eingabe!C20)","v":115},{"$f":"Eingabe!D17","v":"[mm]"}]
["Dichtungsschicht"]
[null,{"$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:",{"$f":"\"≈ \"&Eingabe!AD93","v":"≈ 65"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 10.2        "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2023"}]
["Bauteil",null,null,"Mittelkappe Nord",null,null,null,null,"Seite",1]
["Kapitel / Vorgang",null,null,"Kappenverankerung",null,null,null,null,"Archiv-Nr.",1234]
["Baumaßnahme",null,null,{"$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,{"$f":"Eingabe!C24","v":"Anprall Schrammbord"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":28},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":64},"[kN/m]"]
[null,"Indirekte Einwirkungen:\n(Aus numerischen Berechnungen auf Basis Änderung konstanter Temperaturanteil aus Klima, konstantem Temperaturunterschied zwischen verschiedenen Bauteilen sowie Kriechen und Schwinden in Abhängigkeit von Kappenlänge, -querschnitt, Kappenausführung, Dübelanzahl und -steifigkeit; Prof. Dr. U. Freundt, Gutachten zur Befestigung von Brückenkappen mittels Hilti Kappenverankerung HPA (ehem. HCC), Weimar 30.7.2015)"]
[null,"Mitte: VEd,y,indirekt :",null,null,null,null,{"$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":13.10738255033557},{"$f":"Eingabe!F41","v":13.10738255033557},null,null,{"$f":"Eingabe!H41","v":9.7248322147650992},{"$f":"Eingabe!J41","v":9.7248322147650992}]
[null,"VEd,y,Stahl",{"$f":"Eingabe!D42","v":32.23078125},{"$f":"Eingabe!F42","v":32.23078125},null,null,{"$f":"Eingabe!H42","v":32.23078125},{"$f":"Eingabe!J42","v":32.23078125}]
[null,"VEd,y,Beton",{"$f":"Eingabe!D43","v":64.461562499999999},{"$f":"Eingabe!F43","v":32.23078125},null,null,{"$f":"Eingabe!H43","v":32.23078125},{"$f":"Eingabe!J43","v":64.461562499999999}]
[]
[null,null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]",null,null,null,"HPA-Reihe 2 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":6.5536912751677852},{"$f":"Eingabe!F53","v":6.5536912751677852},null,null,{"$f":"Eingabe!H53","v":4.8624161073825496},{"$f":"Eingabe!J53","v":4.8624161073825496}]
[null,"VEd,x/y,Stahl",{"$f":"Eingabe!D54","v":20.03492347742656},{"$f":"Eingabe!F54","v":20.03492347742656},null,null,{"$f":"Eingabe!H54","v":20.03492347742656},{"$f":"Eingabe!J54","v":20.03492347742656}]
[null,"VEd,x/y,Beton",{"$f":"Eingabe!D55","v":40.069846954853119},{"$f":"Eingabe!F55","v":20.03492347742656},null,null,{"$f":"Eingabe!H55","v":20.03492347742656},{"$f":"Eingabe!J55","v":40.069846954853119}]
[]
["Widerstände / HPA"]
[]
[null,null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe",null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1",null,null,null,"HPA-Reihe 2"]
[null,"NRd,s",{"$f":"D132","v":132.13903743315507},{"$f":"D210","v":132.13903743315507},null,null,{"$f":"D273","v":132.13903743315507},{"$f":"D356","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":54.133974178600717},{"$f":"Eingabe!F45","v":34.880733937232449},null,null,{"$f":"Eingabe!H45","v":54.133974178600717},{"$f":"Eingabe!J45","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":76.722378809704352},{"$f":"Eingabe!F46","v":88.28125},null,null,{"$f":"Eingabe!H46","v":76.722378809704352},{"$f":"Eingabe!J46","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":79.23},{"$f":"Eingabe!F47","v":79.23},null,null,{"$f":"Eingabe!H47","v":79.23},{"$f":"Eingabe!J47","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":108.26794835720143},{"$f":"Eingabe!F48","v":69.761467874464898},null,null,{"$f":"Eingabe!H48","v":108.26794835720143},{"$f":"Eingabe!J48","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":57.855414634941702},{"$f":"Eingabe!F49","v":54.439234085315057},null,null,{"$f":"Eingabe!H49","v":40.680021772056037},{"$f":"Eingabe!J49","v":100.23588174363873}]
[null,null,{"$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",{"$f":"D419","v":132.13903743315507},{"$f":"D501","v":132.13903743315507},null,null,{"$f":"D563","v":132.13903743315507},{"$f":"D563","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":54.133974178600717},{"$f":"Eingabe!F57","v":34.880733937232449},null,null,{"$f":"Eingabe!H57","v":54.133974178600717},{"$f":"Eingabe!J57","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":76.722378809704352},{"$f":"Eingabe!F58","v":88.28125},null,null,{"$f":"Eingabe!H58","v":76.722378809704352},{"$f":"Eingabe!J58","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":79.23},{"$f":"Eingabe!F59","v":79.23},null,null,{"$f":"Eingabe!H59","v":79.23},{"$f":"Eingabe!J59","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":108.26794835720143},{"$f":"Eingabe!F60","v":69.761467874464898},null,null,{"$f":"Eingabe!H60","v":108.26794835720143},{"$f":"Eingabe!J60","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":26.7275909929675},{"$f":"Eingabe!F61","v":25.287042127258058},null,null,{"$f":"Eingabe!H61","v":25.287042127258058},{"$f":"Eingabe!J61","v":48.736196318394775}]
[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$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D133/D132","v":9.9193870372834961E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D146/D145","v":0.17084171207524737},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D159/D158","v":0.24212858466831258},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D167/D166","v":0.40680021772056035},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D180/D179","v":0.59538915697678263},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":265.00014088390975},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":220.83345073659146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"IF(D193=\"entfällt\",\"entfällt\",D194/D193)","v":0.29190125990871413},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.57855414634941704},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D211/D210","v":9.9193870372834961E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D220/D219","v":0.14847300587990733},"[-]",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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D241/D240","v":0.37577714316224486},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VSd,Mitte",{"$f":"Kappe!$B$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D249/D248","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VSd,Mitte",{"$f":"Kappe!$B$84","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D257/D256","v":0.46201409219196743},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.54439234085315058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Tragwerk (Überbau) HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!G23:I23,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$14))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D274/D273","v":7.3595452212103354E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$G$28:$I$28,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$G$29:$I$29,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$G$30:$I$30,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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$14))","v":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D292/D291","v":0.12675352831389319},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!G43:I43,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!G44:I44,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!G45:I45,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$G$62","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D305/D304","v":0.17964378862487704},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D313/D312","v":0.40680021772056035},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$G$93","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D321/D320","v":0.29769457848839131},"[-]",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$14))","v":3.8381223007740294E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!G79:I79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.8122220487120608E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!G80:I80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":408.32436946698454},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!G81:I81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3892050},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!G82:I82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":669600},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!G84:I84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.4109126902482387},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":203.23807052089049},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":169.36505876740875},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!G93","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"IF(D339=\"entfällt\",\"entfällt\",D340/D339)","v":0.19030360503262336},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!G98:I98,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!G99:I99,1,MATCH(Eingabe!$C$4,Tragwerk!$G$14:$I$14))","v":0.23856726681317048},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!G17:I17,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D357/D356","v":7.3595452212103354E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!G21:I21,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D366/D365","v":0.11015739145928607},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!G27:I27,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!G28:I28,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!G29:I29,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$G$53","v":9.7248322147650992},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D382/D381","v":0.27880239653972999},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D395/D394","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$G$84","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D403/D402","v":0.92402818438393486},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!G90:I90,1,MATCH(Eingabe!$C$4,Kappe!$G$12:$I$12))","v":1.0023588174363873},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau) HPA-Reihe 1"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D420/D419","v":4.959693518641748E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D433/D432","v":8.5420856037623685E-2},"[-]",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$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D451/D450","v":0.12106429233415629},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D459/D458","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$93","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D467/D466","v":0.37009888487637421},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":274.38915401966784},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":228.65762834972321},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D481/D480","v":0.17523949340350806},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.26727590992967498},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
["Bauteil",null,null,{"$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$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D502/D501","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D511/D510","v":7.4236502939953666E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D527/D526","v":0.18788857158112243},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D535/D534","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D543/D542","v":0.28719182792253189},"[-]",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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.23534930620672767},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
["Bauteil",null,null,{"$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$14))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$14))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D564/D563","v":3.6797726106051677E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$R$28:$T$28,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$R$29:$T$29,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$R$30:$T$30,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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$14))","v":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D577/D576","v":6.3376764156946597E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!R43:T43,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!R44:T44,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!R45:T45,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$R$62","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D590/D589","v":8.9821894312438519E-2},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D598/D597","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$R$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D606/D605","v":0.18504944243818711},"[-]",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$14))","v":3.8381223007740294E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!R79:T79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.8122220487120608E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!R80:T80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":408.32436946698454},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!R81:T81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3892050},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!R82:T82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":669600},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!R84:T84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.4109126902482387},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":210.43883995234037},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":175.36569996028365},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!R93","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D625/D624","v":0.11424653442471371},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!R98:T98,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!R99:T99,1,MATCH(Eingabe!$C$4,Tragwerk!$R$14:$T$14))","v":0.10652330195222852},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe HPA-Reihe 2"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!Q17:S17,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D642/D641","v":3.6797726106051677E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!Q21:S21,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NSd,Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D651/D650","v":5.5078695729643037E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!Q27:S27,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!Q28:S28,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!Q29:S29,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$Q$53","v":4.8624161073825496},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D667/D666","v":0.139401198269865},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D680/D679","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$Q$84","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D688/D687","v":0.57438365584506379},"[-]",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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!Q90:S90,1,MATCH(Eingabe!$C$4,Kappe!$Q$12:$S$12))","v":0.48736196318394776},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Anschlußbewehrung"]
[]
[null,"Die direkt einwirkende Querkraft VEd,y,direkt wird als Zugkraft durch die Anschlußbewehrung aufgenommen:"]
[null,null,"NEd,y,direkt",{"$f":"Eingabe!C26","v":64},"[kN/m]",null,"Zugkraft-Einwirkung auf Anschlußbewehrung"]
[null,null,"fyk",500,"[N/mm2]",null,"Streckgrenze Bewehrungsstahl"]
[null,null,"γs",1.1499999999999999,"[-]",null,"Teilsicherheitsbeiwert"]
[null,null,"As,erf.",{"$f":"D701*10/D702*D703","v":1.472},"[cm2/m]",null,"Erforderlicher Stahlquerschnitt für NEd,y,direkt (aus VEd,y,direkt)"]
[null,"(Bezugsebene OK Überbau; Kräfte aus Versatzmoment nicht berücksichtigt)"]
[]
[null,"Nenndurchmesser und Abstände:"]
[null,null,"ds = 14:",{"$f":"ROUNDDOWN(1.54/D704,2)","v":1.04},"[m]",null,"Abstand der Anschlußbewehrung Ø 14"]
[null,null,"ds = 16:",{"$f":"ROUNDDOWN(2.01/D704,2)","v":1.36},"[m]",null,"Abstand der Anschlußbewehrung Ø 16"]
[null,null,"ds = 20:",{"$f":"ROUNDDOWN(3.14/D704,2)","v":2.13},"[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,"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"]
[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 35/45; gerissen"}]
[null,"Randabstand cT",null,{"$f":"Eingabe!C7","v":1250},"[mm]"]
[null,"Drehpunktabstand d",null,{"$f":"Eingabe!C9","v":10},"[mm]"]
[null,"Abstand längs sx,Mittelbereich",null,{"$f":"Eingabe!J28","v":900},"[mm]"]
[null,"Abstand längs sx,Randbereich",null,{"$f":"Eingabe!J32","v":450},"[mm]"]
[null,"Bauteildicke Tragwerk hT",null,{"$f":"Eingabe!C8","v":240},"[mm]"]
[null,"Verankerungslänge hef",null,{"$f":"Eingabe!AD83","v":137},"[mm]"]
[null,"Bohrloch-Ø do",null,{"$f":"Eingabe!W37","v":28},"[mm]"]
[]
["Kappe"]
[]
[null,"Betongüte",null,{"$f":"Eingabe!C13","v":"C 25/30 (LP); gerissen"}]
[null,"Rohdichte ρ",null,{"$f":"Eingabe!C14&\"    [kg/m3]\"","v":"1700    [kg/m3]"}]
[null,"Kappenbreite b",null,{"$f":"LEFT(Eingabe!C12,FIND(\"m\",Eingabe!C12)-1)","v":"≤ 1,70 "},"[m]"]
[null,"Randabstand cK",null,{"$f":"Eingabe!C16","v":200},"[mm]"]
[null,"Kopfbolzenart",{"$f":"Eingabe!C15","v":"Sechskantmutter A4 M24"}]
[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",null,{"$f":"Eingabe!C21","v":96},"[mm]",null,{"$f":"Eingabe!Z110","v":"Set HPA A4 M24x260 inkl. Mutter u. Stauscheibe (2330230)"}]
[null,"Gewindehöhe hK,Gew",null,{"$f":"SUM(Eingabe!C20,Eingabe!C21)","v":115},"[mm]"]
["Dichtungsschicht"]
[null,{"$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":"≈ 65"},"ml/HPA"]
[null,{"$f":"Eingabe!B2","v":"HILTI Design-Tool Kappenverankerung 10.2        "},null,null,null,null,{"$f":"Eingabe!I2","v":"Version gültig bis 31.12.2023"}]
["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 Schrammbord"}]
[null,"Moment MEd,y,direkt :",null,null,null,null,{"$f":"IF(Eingabe!C25=0,\"0,0\",Eingabe!C25)","v":28},"[kNm/m]"]
[null,"Querkraft VEd,y, direkt :",null,null,null,null,{"$f":"Eingabe!C26","v":64},"[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",{"$f":"Eingabe!D41","v":13.10738255033557},{"$f":"Eingabe!F41","v":13.10738255033557}]
[null,"VEd,y,Stahl",{"$f":"Eingabe!D42","v":32.23078125},{"$f":"Eingabe!F42","v":32.23078125}]
[null,"VEd,y,Beton",{"$f":"Eingabe!D43","v":64.461562499999999},{"$f":"Eingabe!F43","v":32.23078125}]
[]
[null,"Randbereich (6m vor ÜKO)"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1 [kN]"]
[null,"NEd",{"$f":"Eingabe!D53","v":6.5536912751677852},{"$f":"Eingabe!F53","v":6.5536912751677852}]
[null,"VEd,x/y,Stahl",{"$f":"Eingabe!D54","v":20.03492347742656},{"$f":"Eingabe!F54","v":20.03492347742656}]
[null,"VEd,x/y,Beton",{"$f":"Eingabe!D55","v":40.069846954853119},{"$f":"Eingabe!F55","v":20.03492347742656}]
[]
["Widerstände / HPA"]
[]
[null,"Mittelbereich"]
[null,null,"Tragwerk","Kappe"]
[null,null,"HPA-Reihe 1"]
[null,"NRd,s",{"$f":"D128","v":132.13903743315507},{"$f":"D206","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D45","v":54.133974178600717},{"$f":"Eingabe!F45","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D46","v":76.722378809704352},{"$f":"Eingabe!F46","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D47","v":79.23},{"$f":"Eingabe!F47","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D48","v":108.26794835720143},{"$f":"Eingabe!F48","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D49","v":57.855414634941702},{"$f":"Eingabe!F49","v":54.439234085315057}]
[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":132.13903743315507},{"$f":"D352","v":132.13903743315507}]
[null,"NRd,c",{"$f":"Eingabe!D57","v":54.133974178600717},{"$f":"Eingabe!F57","v":34.880733937232449}]
[null,"NRd,p",{"$f":"Eingabe!D58","v":76.722378809704352},{"$f":"Eingabe!F58","v":88.28125}]
[null,"VRd,s",{"$f":"Eingabe!D59","v":79.23},{"$f":"Eingabe!F59","v":79.23}]
[null,"VRd,c/cp",{"$f":"Eingabe!D60","v":108.26794835720143},{"$f":"Eingabe!F60","v":69.761467874464898}]
[null,"Ausnutzung",{"$f":"Eingabe!D61","v":26.7275909929675},{"$f":"Eingabe!F61","v":25.287042127258058}]
[null,{"$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":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+1","v":2}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":1234}]
["Baumaßnahme",null,null,{"$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)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$B$23:$D$23,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":247.1},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D129/D128","v":9.9193870372834961E-2},"[-]",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$14))","v":98.130788127530792},"[kN]",null,"DIN EN 1992-4"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$B$28:$D$28,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":411},"[mm]",null,"Charakt. Achsabstand DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$B$29:$D$29,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"Fläche lt. DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$B$30:$D$30,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"Fläche lt. DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$38","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D142/D141","v":0.17084171207524737},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!B43:D43,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!B44:D44,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!B45:D45,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Tragwerk!$B$62","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D155/D154","v":0.24212858466831258},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$70","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D163/D162","v":0.40680021772056035},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+2","v":3}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!$B$93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D176/D175","v":0.59538915697678263},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonkantenbruch"]
[null,null,"α",{"$f":"INDEX(Tragwerk!B78:D78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!B79:D79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!B80:D80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!B81:D81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!B82:D82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!B84:D84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":265.00014088390975},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":220.83345073659146},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Tragwerk!B93","v":64.461562499999999},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D190/D189","v":0.29190125990871413},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Mittelbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!B98:D98,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!B99:D99,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":0.57855414634941704},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Mittelbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!B17:D17,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D207/D206","v":9.9193870372834961E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!B21:D21,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D216/D215","v":0.14847300587990733},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+3","v":4}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!B28:D28,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!B29:D29,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Mitte",{"$f":"Kappe!$B$53","v":13.10738255033557},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D237/D236","v":0.37577714316224486},"[-]",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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$61","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D245/D244","v":0.40680021772056035},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Mitte",{"$f":"Kappe!$B$84","v":32.23078125},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D253/D252","v":0.46201409219196743},"[-]",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$12))","v":0.40680021772056035},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!B90:D90,1,MATCH(Eingabe!$C$4,Kappe!$B$12:$D$12))","v":0.54439234085315058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Tragwerk (Überbau)"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Tragwerk!$M$23:$O$23,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":247.1},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D270/D269","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+4","v":5}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":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",{"$f":"J3","v":"2022-12-02"}]
[]
[null,"Kombiniertes Versagen Herausziehen / Betonausbruch"]
[null,null,"NRk,p",{"$f":"INDEX(Tragwerk!$M$27:$O$27,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":98.130788127530792},"[kN]",null,"Charakteristische Zugtragfähigkeit lt. ETA"]
[null,null,"scr,Np",{"$f":"INDEX(Tragwerk!$M$28:$O$28,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":411},"[mm]",null,"DIN EN 1992-4"]
[null,null,"A0p,N",{"$f":"INDEX(Tragwerk!$M$29:$O$29,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ap,N",{"$f":"INDEX(Tragwerk!$M$30:$O$30,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψs,Np",{"$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$14))","v":1.0549999999999999},"[-]",null,"Erhöhungsfaktor lt. ETA"]
[null,null,"γMp",{"$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":76.722378809704352},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D288/D287","v":8.5420856037623685E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Tragwerk!M43:O43,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":73.047540533203488},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Tragwerk!M44:O44,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":168921},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Tragwerk!M45:O45,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":150220.5},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ys,N",{"$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$14))","v":64.96076901432086},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":54.133974178600717},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Tragwerk!$M$62","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D301/D300","v":0.12106429233415629},"[-]",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$14))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D309/D308","v":0.25287042127258058},"[-]",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$14))","v":129.92153802864172},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":108.26794835720143},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!$M$70","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D317/D316","v":0.18504944243818711},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+5","v":6}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":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!M78:O78,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":3.3105890714493699E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"β",{"$f":"INDEX(Tragwerk!M79:O79,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":4.5358663105321086E-2},"[-]",null,"DIN EN 1992-4"]
[null,null,"V0Rk,c",{"$f":"INDEX(Tragwerk!M80:O80,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":617.24825944108693},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,V",{"$f":"INDEX(Tragwerk!M81:O81,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":7031250},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,V",{"$f":"INDEX(Tragwerk!M82:O82,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":900000},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"ψh,V",{"$f":"INDEX(Tragwerk!M84:O84,1,MATCH(Eingabe!$C$4,Tragwerk!$B$14:$D$14))","v":2.7950849718747373},"[-]",null,"DIN EN 1992-4"]
[null,null,"ψre,V",{"$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$14))","v":274.38915401966784},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$14))","v":228.65762834972321},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Tragwerk!M93","v":40.069846954853119},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,c",{"$f":"D336/D335","v":0.17523949340350806},"[-]",null,"Ausnutzungsgrad"]
[]
["Kombinierter Ausnutzungsgrad Zugkraft- und Querkraft-Einwirkung Randbereich"]
[]
[null,null,"bN+V,Stahl",{"$f":"INDEX(Tragwerk!M98:O98,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Tragwerk!M99:O99,1,MATCH(Eingabe!$C$4,Tragwerk!$M$14:$O$14))","v":0.26727590992967498},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Randbereich Kappe"]
[]
["Zugkraft-Einwirkung"]
[null,"Stahlversagen"]
[null,null,"NRk,s",{"$f":"INDEX(Kappe!L17:N17,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":247.1},"[kN]",null,"Charakt. Zugtragfähigkeit lt. ETA"]
[null,null,"γMs",{"$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$12))","v":132.13903743315507},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,s",{"$f":"D353/D352","v":4.959693518641748E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Herausziehen"]
[null,null,"AMutter",{"$f":"INDEX(Kappe!L21:N21,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":565},"[mm²]",null,"Kopfbolzenfläche"]
[null,null,"yred,LWC",{"$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$12))","v":105.9375},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMp",{"$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$12))","v":88.28125},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,p",{"$f":"D362/D361","v":7.4236502939953666E-2},"[-]",null,"Ausnutzungsgrad"]
[]
[null,"Betonausbruch"]
[null,null,"N0Rk,c",{"$f":"INDEX(Kappe!L27:N27,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"A0c,N",{"$f":"INDEX(Kappe!L28:N28,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4"]
[null,null,"Ac,N",{"$f":"INDEX(Kappe!L29:N29,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":82944},"[mm²]",null,"DIN EN 1992-4 bzw. DAfStb Heft 615"]
[null,null,"k",{"$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$12))","v":41.856880724678938},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":34.880733937232449},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"NEd,Rand",{"$f":"Kappe!$L$53","v":6.5536912751677852},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bN,c",{"$f":"D378/D377","v":0.18788857158112243},"[-]",null,"Ausnutzungsgrad"]
["Bauteil",null,null,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+6","v":7}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":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!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$12))","v":79.23},"[kN]",null,"Bemessungswert Stahlwiderstand"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,s",{"$f":"D391/D390","v":0.25287042127258058},"[-]",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$12))","v":83.713761449357875},"[kN]",null,"DIN EN 1992-4"]
[null,null,"γMc",{"$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$12))","v":69.761467874464898},"[kN]",null,"Bemessungswert des Widerstandes"]
[null,null,"VEd,Rand",{"$f":"Kappe!$L$61","v":20.03492347742656},"[kN]",null,"Bemessungswert der Einwirkung"]
[null,null,"bV,cp",{"$f":"D399/D398","v":0.28719182792253189},"[-]",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$12))","v":0.25287042127258058},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Stahl"]
[null,null,"bN+V,Beton",{"$f":"INDEX(Kappe!L90:N90,1,MATCH(Eingabe!$C$4,Kappe!$L$12:$N$12))","v":0.23534930620672767},"[-]",null,"Ausnutzung Zug-/Querkraft-Einwirkung: Beton"]
[]
[]
[]
["Anschlußbewehrung"]
[]
[null,"Die direkt einwirkende Querkraft VEd,y,direkt wird als Zugkraft durch die Anschlußbewehrung aufgenommen:"]
[null,null,"NEd,y,direkt",{"$f":"Eingabe!C26","v":64},"[kN/m]",null,"Zugkraft-Einwirkung "]
[null,null,"fyk",500,"[N/mm2]",null,"Streckgrenze Bewehrungsstahl"]
[null,null,"γs",1.1499999999999999,"[-]",null,"Teilsicherheitsbeiwert"]
[null,null,"As,erf.",{"$f":"D412*10/D413*D414","v":1.472},"[cm2/m]",null,"Erforderlicher Stahlquerschnitt für NEd,y,direkt (aus VEd,y,direkt)"]
[null,"(Bezugsebene OK Überbau; Kräfte aus Versatzmoment nicht berücksichtigt)"]
[]
[null,"Nenndurchmesser und Abstände:"]
[null,null,"ds = 14:",{"$f":"ROUNDDOWN(1.54/D415,2)","v":1.04},"[m]",null,"Abstand der Anschlußbewehrung Ø 14"]
[null,null,"ds = 16:",{"$f":"ROUNDDOWN(2.01/D415,2)","v":1.36},"[m]",null,"Abstand der Anschlußbewehrung Ø 16"]
[null,null,"ds = 20:",{"$f":"ROUNDDOWN(3.14/D415,2)","v":2.13},"[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,{"$f":"D57","v":"Mittelkappe Nord"},null,null,null,null,"Seite",{"$f":"J57+7","v":8}]
["Kapitel / Vorgang",null,null,{"$f":"D58","v":"Kappenverankerung"},null,null,null,null,"Archiv-Nr.",{"$f":"J58","v":1234}]

{"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 M24"}]
["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,{"$f":"Tragwerk!B105","v":0.40680021772056035}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!B106","v":0.57855414634941704}]
["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 M24"}]
["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,{"$f":"Kappe!B96","v":0.40680021772056035}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!B97","v":0.54439234085315058}]
[]
["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 M24"}]
["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,{"$f":"Tragwerk!G105","v":0.40680021772056035}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Tragwerk!G106","v":0.23856726681317048}]
["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 M24"}]
["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,{"$f":"Kappe!G96","v":0.40680021772056035}]
["Querkraft",0.5,0.46360000000000001,0.18729999999999999,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"Kappe!G97","v":1.0023588174363873}]

{"sheet":"Tragwerk","index":13,"n_rows":110,"n_cols":26,"rows_kept":110,"cut":false,"hidden":true,"merged":[[39,12,39,14],[39,17,39,19],[50,12,50,14],[50,17,50,19],[57,17,57,19],[57,12,57,14],[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],[20,11,20,14],[23,12,23,14],[20,16,20,19],[23,17,23,19],[23,1,23,3],[23,6,23,8],[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],[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],[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]]}
["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",{"$f":"Eingabe!F5","v":"35"},"[N/mm²]",null,null,"fck,cyl",{"$f":"B3","v":"35"},"[N/mm²]",null,null,null,"fck,cyl",{"$f":"Eingabe!F5","v":"35"},null,null,null,"fck,cyl",{"$f":"M3","v":"35"}]
["Verb.-Sp. RE 500 V4",{"$f":"Eingabe!O8","v":9.5},"[-]",null,null,"Untergrundqualität",null,"[-]"]
["Randabstand cT",{"$f":"Eingabe!$C$7","v":1250},"[mm]",null,null,"Randabstand cT",{"$f":"Eingabe!$C$7-Eingabe!$C$17","v":930},"[mm]"]
["Achsabstand s Mitte",{"$f":"Eingabe!J28","v":900},"[mm]",null,null,"Achsabstand s Mitte",{"$f":"B6","v":900},"[mm]",null,null,null,"Achsabstand s Rand",{"$f":"Eingabe!J32","v":450},"[mm]"]
["Dübelreihenabst. s1",{"$f":"Eingabe!C17","v":320},"[mm]",null,null,"Dübelreihenabst. s1",{"$f":"B7","v":320},"[mm]",null,null,null,"aV für Betonkantenbruch",{"$f":"IF(Eingabe!C33=\"Anschlussbewehrung\",Eingabe!Q30,Eingabe!O30)","v":17.426196910490301},"[°]"]
["Untergrunddicke h",{"$f":"Eingabe!C8","v":240},"[mm]",null,null,"Untergrunddicke h",{"$f":"B8","v":240},"[mm]"]
["Dübelanzahl",1,"[Stk]",null,null,"Dübelanzahl",1,"[Stk]"]
["Dichtung/Schutzbahn",{"$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",{"$f":"Eingabe!AD83","v":137},{"$f":"Eingabe!AD83","v":137},{"$f":"Eingabe!AD83","v":137},"[mm]","hT,ef",{"$f":"B15","v":137},{"$f":"C15","v":137},137,"[mm]",null,"hT,ef",{"$f":"Eingabe!AD83","v":137},{"$f":"Eingabe!AD83","v":137},{"$f":"Eingabe!AD83","v":137},null,"hT,ef",{"$f":"M15","v":137},137,137]
["cmin gerissener Beton",50,55,60,"[mm]","cmin gerissener Beton",50,55,60,"[mm]",null,"cmin gerissener Beton",50,55,60,null,"cmin gerissener Beton",50,55,60]
["smin gerissener Beton",75,90,115,"[mm]","smin gerissener Beton",75,90,115,"[mm]",null,"smin gerissener Beton",75,90,115,null,"smin gerissener Beton",75,90,115]
["cmin ungerissener Beton",80,100,120,"[mm]","cmin ungerissener Beton",80,100,120,"[mm]",null,"cmin ungerissener Beton",80,100,120,null,"cmin ungerissener Beton",80,100,120]
["smin ungerissener Beton",80,100,120,"[mm]","smin ungerissener Beton",80,100,120,"[mm]",null,"smin ungerissener Beton",80,100,120,null,"smin ungerissener Beton",80,100,120]
["hT,ef + 2 do",{"$f":"B15+36","v":173},{"$f":"C15+44","v":181},{"$f":"D15+56","v":193},"[mm]","hT,ef + 2 do",173,181,193,"[mm]",null,"hT,ef + 2 do",{"$f":"M15+36","v":173},{"$f":"N15+44","v":181},{"$f":"O15+56","v":193},null,"hT,ef + 2 do",173,181,193]
["Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel"]
["Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen"]
["NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,{"$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":65.420525418353861},{"$f":"PI()*20*C15*B4/1000","v":81.775656772942313},{"$f":"PI()*24*D15*B4/1000","v":98.130788127530792},"[kN]","NRk,p",{"$f":"PI()*16*G15*B4/1000","v":65.420525418353861},{"$f":"PI()*20*H15*B4/1000","v":81.775656772942313},{"$f":"PI()*24*I15*B4/1000","v":98.130788127530792},"[kN]",null,"N0Rk,p",{"$f":"PI()*16*M15*B4/1000","v":65.420525418353861},{"$f":"PI()*20*N15*B4/1000","v":81.775656772942313},{"$f":"PI()*24*O15*B4/1000","v":98.130788127530792},null,"NRk,p",{"$f":"PI()*16*R15*B4/1000","v":65.420525418353861},{"$f":"PI()*20*S15*B4/1000","v":81.775656772942313},{"$f":"PI()*24*T15*B4/1000","v":98.130788127530792}]
["scr,Np",{"$f":"MIN(3*B15,467)","v":411},{"$f":"MIN(3*C15,566)","v":411},{"$f":"MIN(3*D15,679)","v":411},"[mm]","scr,Np",{"$f":"MIN(3*G15,467)","v":411},{"$f":"MIN(3*H15,566)","v":411},{"$f":"MIN(3*I15,679)","v":411},"[mm]",null,"scr,Np",{"$f":"MIN(3*M15,467)","v":411},{"$f":"MIN(3*N15,566)","v":411},{"$f":"MIN(3*O15,679)","v":411},null,"scr,Np",{"$f":"MIN(3*R15,467)","v":411},{"$f":"MIN(3*S15,566)","v":411},{"$f":"MIN(3*T15,679)","v":411}]
["A0p,N",{"$f":"B28*B28","v":168921},{"$f":"C28*C28","v":168921},{"$f":"D28*D28","v":168921},"[mm²]","A0p,N",{"$f":"G28*G28","v":168921},{"$f":"H28*H28","v":168921},{"$f":"I28*I28","v":168921},"[mm²]",null,"A0p,N",{"$f":"M28*M28","v":168921},{"$f":"N28*N28","v":168921},{"$f":"O28*O28","v":168921},null,"A0p,N",{"$f":"R28*R28","v":168921},{"$f":"S28*S28","v":168921},{"$f":"T28*T28","v":168921}]
["Ap,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},"[mm²]","Ap,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},"[mm²]",null,"Ap,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},null,"Ap,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5}]
["ψs,Np",{"$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($B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},null,null,{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},null,null,null,{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},null,null,{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999},{"$f":"$B$38","v":1.0549999999999999}]
[]
["γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2}]
["NRd,p",{"$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":51.148252539802918},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*C27*C30*C31*C32/C29/B40","v":63.935315674753632},{"$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":76.722378809704352},null,"NRd,p",{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*G27*G30*G31*G32/G29/G40","v":51.148252539802918},{"$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":63.935315674753632},{"$f":"(IF(B3=\"20\",1,IF(B3=\"25\",1,IF(B3=\"30\",1.04,IF(B3=\"35\",1.055,IF(B3=\"40\",1.07,IF(B3=\"45\",1.085,IF(B3=\"50\",1.1,\"Fehler\"))))))))*I27*I30*I31*I32/I29/G40","v":76.722378809704352},null,null,"NRd,p",{"$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":51.148252539802918},{"$f":"(IF(M3=\"20\",1,IF(M3=\"25\",1,IF(M3=\"30\",1.04,IF(M3=\"35\",1.055,IF(M3=\"40\",1.07,IF(M3=\"45\",1.085,IF(M3=\"50\",1.1,\"Fehler\"))))))))*N27*N30*N31*N32/N29/M40","v":63.935315674753632},{"$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":76.722378809704352},null,"NRd,p",{"$f":"(IF(R3=\"20\",1,IF(R3=\"25\",1,IF(R3=\"30\",1.04,IF(R3=\"35\",1.055,IF(R3=\"40\",1.07,IF(R3=\"45\",1.085,IF(R3=\"50\",1.1,\"Fehler\"))))))))*R27*R30*R31*R32/R29/R40","v":51.148252539802918},{"$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":63.935315674753632},{"$f":"(IF(R3=\"20\",1,IF(R3=\"25\",1,IF(R3=\"30\",1.04,IF(R3=\"35\",1.055,IF(R3=\"40\",1.07,IF(R3=\"45\",1.085,IF(R3=\"50\",1.1,\"Fehler\"))))))))*T27*T30*T31*T32/T29/R40","v":76.722378809704352}]
["Betonausbruch",null,null,null,null,"Betonausbruch",null,null,null,null,null,"Betonausbruch",null,null,null,null,"Betonausbruch"]
["N0Rk,c",{"$f":"7.7*SQRT($B$3)*B15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($B$3)*C15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($B$3)*D15^1.5/1000","v":73.047540533203488},"[kN]","N0Rk,c",{"$f":"7.7*SQRT($G$3)*G15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($G$3)*H15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($G$3)*I15^1.5/1000","v":73.047540533203488},"[kN]",null,"N0Rk,c",{"$f":"7.7*SQRT($M$3)*M15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($M$3)*N15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($M$3)*O15^1.5/1000","v":73.047540533203488},null,"N0Rk,c",{"$f":"7.7*SQRT($R$3)*R15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($R$3)*S15^1.5/1000","v":73.047540533203488},{"$f":"7.7*SQRT($R$3)*T15^1.5/1000","v":73.047540533203488}]
["A0c,N",{"$f":"(3*B15)^2","v":168921},{"$f":"(3*C15)^2","v":168921},{"$f":"(3*D15)^2","v":168921},"[mm²]","A0c,N",{"$f":"(3*G15)^2","v":168921},{"$f":"(3*H15)^2","v":168921},{"$f":"(3*I15)^2","v":168921},"[mm²]",null,"A0c,N",{"$f":"(3*M15)^2","v":168921},{"$f":"(3*N15)^2","v":168921},{"$f":"(3*O15)^2","v":168921},null,"A0c,N",{"$f":"(3*R15)^2","v":168921},{"$f":"(3*S15)^2","v":168921},{"$f":"(3*T15)^2","v":168921}]
["Ac,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},"[mm²]","Ac,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},"[mm²]",null,"Ac,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},null,"Ac,N",{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5},{"$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$7/2)))","v":150220.5}]
["ψs,N",{"$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":64.96076901432086},{"$f":"C43*C45/C44*C46*C47*C48","v":64.96076901432086},{"$f":"D43*D45/D44*D46*D47*D48","v":64.96076901432086},"[kN]","NRk,c",{"$f":"G43*G45/G44*G46*G47*G48","v":64.96076901432086},{"$f":"H43*H45/H44*H46*H47*H48","v":64.96076901432086},{"$f":"I43*I45/I44*I46*I47*I48","v":64.96076901432086},"[kN]",null,"NRk,c",{"$f":"M43*M45/M44*M46*M47*M48","v":64.96076901432086},{"$f":"N43*N45/N44*N46*N47*N48","v":64.96076901432086},{"$f":"O43*O45/O44*O46*O47*O48","v":64.96076901432086},null,"NRk,c",{"$f":"R43*R45/R44*R46*R47*R48","v":64.96076901432086},{"$f":"S43*S45/S44*S46*S47*S48","v":64.96076901432086},{"$f":"T43*T45/T44*T46*T47*T48","v":64.96076901432086}]
["γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]",null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2}]
["NRd,c",{"$f":"B50/$B$51","v":54.133974178600717},{"$f":"C50/$B$51","v":54.133974178600717},{"$f":"D50/$B$51","v":54.133974178600717},"[kN]","NRd,c",{"$f":"G50/$G$51","v":54.133974178600717},{"$f":"H50/$G$51","v":54.133974178600717},{"$f":"I50/$G$51","v":54.133974178600717},"[kN]",null,"NRd,c",{"$f":"M50/$M$51","v":54.133974178600717},{"$f":"N50/$M$51","v":54.133974178600717},{"$f":"O50/$M$51","v":54.133974178600717},null,"NRd,c",{"$f":"R50/$R$51","v":54.133974178600717},{"$f":"S50/$R$51","v":54.133974178600717},{"$f":"T50/$R$51","v":54.133974178600717}]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,"Dübel 1",null,null,null,null,"Dübel 2"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24",null,null,"Kappenanker HPA M16","Kappenanker HPA M20","Kappenanker HPA M24"]
[]
["NRd,c,Mitte",{"$f":"MIN(B52,B41)","v":51.148252539802918},{"$f":"MIN(C41,C52)","v":54.133974178600717},{"$f":"MIN(D41,D52)","v":54.133974178600717},null,"NRd",{"$f":"MIN(G41,G52)","v":51.148252539802918},{"$f":"MIN(H41,H52)","v":54.133974178600717},{"$f":"MIN(I41,I52)","v":54.133974178600717},null,null,"NRd,Rand",{"$f":"MIN(M52,M41)","v":51.148252539802918},{"$f":"MIN(N41,N52)","v":54.133974178600717},{"$f":"MIN(O41,O52)","v":54.133974178600717},null,"NRd",{"$f":"MIN(R41,R52)","v":51.148252539802918},{"$f":"MIN(S41,S52)","v":54.133974178600717},{"$f":"MIN(T41,T52)","v":54.133974178600717}]
["NSd,Mitte",{"$f":"Eingabe!O20","v":13.10738255033557},null,null,null,"NSd,Mitte",{"$f":"Eingabe!P20","v":9.7248322147650992},null,null,null,null,"NSd,Rand",{"$f":"Eingabe!O25","v":6.5536912751677852},null,null,null,"NSd,Rand",{"$f":"Eingabe!P25","v":4.8624161073825496}]
["Ausn. N-Stahl, Mitte",{"$f":"$B$62/B25","v":0.22302825631599196},{"$f":"$B$62/C25","v":0.14292014792494179},{"$f":"$B$62/D25","v":9.9193870372834961E-2},null,"Ausnutzung N-Stahl, Mitte 2.R.",{"$f":"$G$62/G25","v":0.16547257726670367},{"$f":"$G$62/H25","v":0.10603752910560196},{"$f":"$G$62/I25","v":7.3595452212103354E-2},null,null,"Ausn. N-Stahl,Rand 1.R.",{"$f":"$M$62/M25","v":0.11151412815799598},{"$f":"$M$62/N25","v":7.1460073962470894E-2},{"$f":"$M$62/O25","v":4.959693518641748E-2},null,"Ausn. N-Stahl,Rand 2.R.",{"$f":"$R$62/R25","v":8.2736288633351834E-2},{"$f":"$R$62/S25","v":5.3018764552800982E-2},{"$f":"$R$62/T25","v":3.6797726106051677E-2}]
["Ausn. N-Beton, Mitte",{"$f":"$B$62/B61","v":0.25626256811287096},{"$f":"$B$62/C61","v":0.24212858466831258},{"$f":"$B$62/D61","v":0.24212858466831258},null,"Ausnutzung N-Beton, Mitte 2.R.",{"$f":"$G$62/G61","v":0.19013029247083971},{"$f":"$G$62/H61","v":0.17964378862487704},{"$f":"$G$62/I61","v":0.17964378862487704},null,null,"Ausn. N-Beton,Rand 1.R.",{"$f":"$M$62/M61","v":0.12813128405643548},{"$f":"$M$62/N61","v":0.12106429233415629},{"$f":"$M$62/O61","v":0.12106429233415629},null,"Ausn. N-Beton,Rand 2.R.",{"$f":"$R$62/R61","v":9.5065146235419853E-2},{"$f":"$R$62/S61","v":8.9821894312438519E-2},{"$f":"$R$62/T61","v":8.9821894312438519E-2}]
["Ausn. Vy-Stahl o. H. Mitte",{"$f":"B70/B66","v":0.91408908820192858},{"$f":"B70/C66","v":0.5860142045454545},{"$f":"B70/D66","v":0.40680021772056035},null,"Ausn. Vy-Stahl o. H. Mitte",{"$f":"G70/G66","v":0.91408908820192858},{"$f":"G70/H66","v":0.5860142045454545},{"$f":"G70/I66","v":0.40680021772056035},null,null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"M70/M66","v":0.56820543044318095},{"$f":"M70/N66","v":0.36427133595321015},{"$f":"M70/O66","v":0.25287042127258058},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"R70/R66","v":0.56820543044318095},{"$f":"R70/S66","v":0.36427133595321015},{"$f":"R70/T66","v":0.25287042127258058}]
[{"$f":"\"V Stahl m. H. a3= \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3= 24 mm"},35.26,55,79.23,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 24 mm"},35.26,55,79.23,null,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 24 mm"},35.26,55,79.23,null,{"$f":"\"V Stahl m. H. a3 = \"&Eingabe!AE50&\" mm\"","v":"V Stahl m. H. a3 = 24 mm"},35.26,55,79.23]
["MRk,s",{"$f":"IF((233*(1-(B62/B25)))<0,0.1,(233*(1-(B62/B25))))","v":181.03441627837387},{"$f":"IF((454*(1-(B62/C25)))<0,0.1,(454*(1-(B62/C25))))","v":389.11425284207644},{"$f":"786*(1-(B62/D25))","v":708.03361788695167},"[Nm]","MRk,s",{"$f":"IF((233*(1-(G62/G25)))<0,0.1,(233*(1-(G62/G25))))","v":194.44488949685805},{"$f":"IF((454*(1-(G62/H25)))<0,0.01,(454*(1-(G62/H25))))","v":405.85896178605674},{"$f":"786*(1-(G62/I25))","v":728.15397456128676},"[Nm]",null,"MRk,s",{"$f":"IF((233*(1-(M62/M25)))<0,0.1,(233*(1-(M62/M25))))","v":207.01720813918692},{"$f":"IF((454*(1-(M62/N25)))<0,0.1,(454*(1-(M62/N25))))","v":421.55712642103822},{"$f":"786*(1-(M62/O25))","v":747.01680894347589},null,"MRk,s",{"$f":"IF((233*(1-(R62/R25)))<0,0.1,(233*(1-(R62/R25))))","v":213.72244474842904},{"$f":"IF((454*(1-(R62/S25)))<0,0.1,(454*(1-(R62/S25))))","v":429.92948089302837},{"$f":"786*(1-(R62/T25))","v":757.07698728064338},"[Nm]"]
["γMs,V",1.56,null,null,"[-]","γMs,V",1.56,null,null,"[-]",null,"γMs,V",1.56,null,null,null,"γMs,V",1.56,null,null,"[-]"]
["VRd,s",{"$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":32.23078125},null,null,null,"VSd,s,y; Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P21,Eingabe!R21)","v":32.23078125},null,null,null,null,"VSd,s,x/y; Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O26,Eingabe!Q26)","v":20.03492347742656},null,null,null,"VSd,s,x/y; Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P26,Eingabe!R26)","v":20.03492347742656}]
["Ausn. Vy-Stahl m. H. Mitte",{"$f":"$B$70/B69","v":0.91408908820192858},{"$f":"$B$70/C69","v":0.5860142045454545},{"$f":"$B$70/D69","v":0.40680021772056035},null,"Ausn. Mitte Vy Stahl",{"$f":"$G$70/G69","v":0.91408908820192858},{"$f":"$G$70/H69","v":0.5860142045454545},{"$f":"$G$70/I69","v":0.40680021772056035},null,null,"Ausn. Rand Vxy Stahl 1.R.",{"$f":"$M$70/M69","v":0.56820543044318095},{"$f":"$M$70/N69","v":0.36427133595321015},{"$f":"$M$70/O69","v":0.25287042127258058},null,"Ausn. Rand Vxy Stahl 2.R",{"$f":"$R$70/R69","v":0.56820543044318095},{"$f":"$R$70/S69","v":0.36427133595321015},{"$f":"$R$70/T69","v":0.25287042127258058}]
["Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite"]
["k",2,null,null,"[-]","k",2,null,null,"[-]",null,"k",2,null,null,null,"k",2]
["VRk,cp",{"$f":"MIN(($B$73*B50),($B$73*B41*B40))","v":122.75580609552699},{"$f":"MIN(($B$73*C50),($B$73*C41*B40))","v":129.92153802864172},{"$f":"MIN(($B$73*D50),($B$73*D41*B40))","v":129.92153802864172},null,"VRk,cp",{"$f":"MIN(($B$73*G50),($B$73*G41*G40))","v":122.75580609552699},{"$f":"MIN(($B$73*H50),($B$73*H41*G40))","v":129.92153802864172},{"$f":"MIN(($B$73*I50),($B$73*I41*G40))","v":129.92153802864172},null,null,"VRk,cp",{"$f":"MIN(($M$73*M50),($M$73*M41*M40))","v":122.75580609552699},{"$f":"MIN(($M$73*N50),($M$73*N41*M40))","v":129.92153802864172},{"$f":"MIN(($M$73*O50),($M$73*O41*M40))","v":129.92153802864172},null,"VRk,cp",{"$f":"MIN(($R$73*R50),($R$73*R41*R40))","v":122.75580609552699},{"$f":"MIN(($R$73*S50),($R$73*S41*R40))","v":129.92153802864172},{"$f":"MIN(($R$73*T50),($R$73*T41*R40))","v":129.92153802864172}]
["γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]",null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,null,"Nachweis für Bewehrungsstahl"]
["VRd,cp",{"$f":"B74/$B$75","v":102.29650507960584},{"$f":"C74/$B$75","v":108.26794835720143},{"$f":"D74/$B$75","v":108.26794835720143},"[kN]","VRd,cp",{"$f":"G74/$G$75","v":102.29650507960584},{"$f":"H74/$G$75","v":108.26794835720143},{"$f":"I74/$G$75","v":108.26794835720143},"[kN]",null,"VRd,cp",{"$f":"M74/$M$75","v":102.29650507960584},{"$f":"N74/$M$75","v":108.26794835720143},{"$f":"O74/$M$75","v":108.26794835720143},null,"VRd,cp",{"$f":"R74/$R$75","v":102.29650507960584},{"$f":"S74/$R$75","v":108.26794835720143},{"$f":"T74/$R$75","v":108.26794835720143}]
["Betonkantenbruch: c1",{"$f":"B5","v":1250},{"$f":"B5","v":1250},{"$f":"B5","v":1250},"[mm]","Betonkantenbruch: c1",{"$f":"$G$5","v":930},{"$f":"$G$5","v":930},{"$f":"$G$5","v":930},"[mm]",null,"Betonkantenbr: c1 (a = M7)",{"$f":"$B$5","v":1250},{"$f":"$B$5","v":1250},{"$f":"$B$5","v":1250},null,"Betonkantenbr: c1 (a = M7)",{"$f":"$G$5","v":930},{"$f":"$G$5","v":930},{"$f":"$G$5","v":930},null,null,"Streckgrenze Baustahl",null,550,"[N/mm²]"]
["α",{"$f":"0.1*(((MIN(B15,12*16))/B77)^0.5)","v":3.3105890714493699E-2},{"$f":"0.1*(((MIN(C15,12*20))/C77)^0.5)","v":3.3105890714493699E-2},{"$f":"0.1*(((MIN(D15,12*24))/D77)^0.5)","v":3.3105890714493699E-2},"[-]","α",{"$f":"0.1*(((MIN(G15,12*16))/G77)^0.5)","v":3.8381223007740294E-2},{"$f":"0.1*(((MIN(H15,12*20))/H77)^0.5)","v":3.8381223007740294E-2},{"$f":"0.1*(((MIN(I15,12*24))/I77)^0.5)","v":3.8381223007740294E-2},"[-]",null,"α",{"$f":"0.1*(((MIN(M15,12*16))/M77)^0.5)","v":3.3105890714493699E-2},{"$f":"0.1*(((MIN(N15,12*20))/N77)^0.5)","v":3.3105890714493699E-2},{"$f":"0.1*(((MIN(O15,12*24))/O77)^0.5)","v":3.3105890714493699E-2},null,"α",{"$f":"0.1*(((MIN(R15,12*16))/R77)^0.5)","v":3.8381223007740294E-2},{"$f":"0.1*(((MIN(S15,12*20))/S77)^0.5)","v":3.8381223007740294E-2},{"$f":"0.1*(((MIN(T15,12*24))/T77)^0.5)","v":3.8381223007740294E-2},"[-]",null,"Teilsicherheitsbeiwert gR",null,1.1499999999999999,"[-]"]
["β",{"$f":"0.1*((16/B77)^0.2)","v":4.1825582103650928E-2},{"$f":"0.1*((20/C77)^0.2)","v":4.3734482957731122E-2},{"$f":"0.1*((24/D77)^0.2)","v":4.5358663105321086E-2},"[-]","β",{"$f":"0.1*((16/G77)^0.2)","v":4.4373880229241991E-2},{"$f":"0.1*((20/H77)^0.2)","v":4.6399084269643343E-2},{"$f":"0.1*((24/I77)^0.2)","v":4.8122220487120608E-2},"[-]",null,"β",{"$f":"0.1*((16/M77)^0.2)","v":4.1825582103650928E-2},{"$f":"0.1*((20/N77)^0.2)","v":4.3734482957731122E-2},{"$f":"0.1*((24/O77)^0.2)","v":4.5358663105321086E-2},null,"β",{"$f":"0.1*((16/R77)^0.2)","v":4.4373880229241991E-2},{"$f":"0.1*((20/S77)^0.2)","v":4.6399084269643343E-2},{"$f":"0.1*((24/T77)^0.2)","v":4.8122220487120608E-2},"[-]",null,"VSd / m",null,{"$f":"Eingabe!C26","v":64},"[kN/m]"]
["V0Rk,c",{"$f":"1.7*16^B78*MIN(B15,12*16)^B79*SQRT($B$3)*$B$77^1.5/1000","v":598.5232274382455},{"$f":"1.7*20^C78*MIN(C15,12*20)^C79*SQRT($B$3)*$C$77^1.5/1000","v":608.65064859288486},{"$f":"1.7*24^D78*MIN(D15,12*24)^D79*SQRT($B$3)*$D$77^1.5/1000","v":617.24825944108693},"[kN]","V0Rk,c",{"$f":"1.7*16^G78*MIN(G15,12*16)^G79*SQRT($G$3)*$G$77^1.5/1000","v":394.67311780643251},{"$f":"1.7*20^H78*MIN(H15,12*20)^H79*SQRT($G$3)*$H$77^1.5/1000","v":402.05398075568849},{"$f":"1.7*24^I78*MIN(I15,12*24)^I79*SQRT($G$3)*$I$77^1.5/1000","v":408.32436946698454},"[kN]",null,"V0Rk,c",{"$f":"1.7*16^M78*MIN(M15,12*16)^M79*SQRT($B$3)*$B$77^1.5/1000","v":598.5232274382455},{"$f":"1.7*20^N78*MIN(N15,12*20)^N79*SQRT($B$3)*$C$77^1.5/1000","v":608.65064859288486},{"$f":"1.7*24^O78*MIN(O15,12*24)^O79*SQRT($B$3)*$D$77^1.5/1000","v":617.24825944108693},null,"V0Rk,c",{"$f":"1.7*16^R78*MIN(R15,12*16)^R79*SQRT($G$3)*$G$77^1.5/1000","v":394.67311780643251},{"$f":"1.7*20^S78*MIN(S15,12*20)^S79*SQRT($G$3)*$H$77^1.5/1000","v":402.05398075568849},{"$f":"1.7*24^T78*MIN(T15,12*24)^T79*SQRT($G$3)*$I$77^1.5/1000","v":408.32436946698454},"[kN]",null,"as",null,{"$f":"Y79*10/Y77*Y78","v":1.3381818181818179},"[cm²/m]"]
["A0c,V",{"$f":"4.5*B77*B77","v":7031250},{"$f":"4.5*C77*C77","v":7031250},{"$f":"4.5*D77*D77","v":7031250},"[mm²]","A0c,V",{"$f":"4.5*G77*G77","v":3892050},3892050,3892050,"[mm²]",null,"A0c,V",{"$f":"4.5*M77*M77","v":7031250},{"$f":"4.5*N77*N77","v":7031250},{"$f":"4.5*O77*O77","v":7031250},null,"A0c,V",{"$f":"4.5*R77*R77","v":3892050},3892050,3892050,"[mm²]"]
["Ac,V",{"$f":"MIN(1.5*B77,B8)*(3*B77)","v":900000},{"$f":"MIN(1.5*C77,B8)*(3*C77)","v":900000},{"$f":"MIN(1.5*D77,B8)*(3*D77)","v":900000},"[mm²]","Ac,V",{"$f":"MIN(1.5*G77,G8)*(3*G77)","v":669600},{"$f":"MIN(1.5*H77,G8)*(3*H77)","v":669600},{"$f":"MIN(1.5*I77,G8)*(3*I77)","v":669600},"[mm²]",null,"Ac,V",{"$f":"MIN(1.5*M77,B8)*(3*M77)","v":900000},{"$f":"MIN(1.5*N77,B8)*(3*N77)","v":900000},{"$f":"MIN(1.5*O77,B8)*(3*O77)","v":900000},null,"Ac,V",{"$f":"MIN(1.5*R77,B8)*(3*R77)","v":669600},{"$f":"MIN(1.5*S77,B8)*(3*S77)","v":669600},{"$f":"MIN(1.5*T77,B8)*(3*T77)","v":669600},"[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",{"$f":"((1.5*B77/B8)^(1/2))","v":2.7950849718747373},{"$f":"((1.5*C77/B8)^(1/2))","v":2.7950849718747373},{"$f":"((1.5*D77/B8)^(1/2))","v":2.7950849718747373},"[-]","ψh,V",{"$f":"((1.5*G77/B8)^(1/2))","v":2.4109126902482387},{"$f":"((1.5*H77/B8)^(1/2))","v":2.4109126902482387},{"$f":"((1.5*I77/B8)^(1/2))","v":2.4109126902482387},"[-]",null,"ψh,V",{"$f":"((1.5*M77/B8)^(1/2))","v":2.7950849718747373},{"$f":"((1.5*N77/B8)^(1/2))","v":2.7950849718747373},{"$f":"((1.5*O77/B8)^(1/2))","v":2.7950849718747373},null,"ψh,V",{"$f":"((1.5*R77/B8)^(1/2))","v":2.4109126902482387},{"$f":"((1.5*S77/B8)^(1/2))","v":2.4109126902482387},{"$f":"((1.5*T77/B8)^(1/2))","v":2.4109126902482387},"[-]"]
["ψα,V",1,null,null,"[-]","ψα,V",1,null,null,"[-]",null,"ψα,V",{"$f":"(1/(((COS(M7*PI()/180))^2)+(0.5*(SIN(M7*PI()/180)))^2))^0.5","v":1.0354302194121141},null,null,null,"ψα,V",{"$f":"M85","v":1.0354302194121141},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$87","v":256.961015551581},{"$f":"C80*$C$82/$C$81*$B$83*$C$84*$B$85*$B$86*$B$87","v":261.30897116218119},{"$f":"D80*$D$82/$D$81*$B$83*$D$84*$B$85*$B$86*$B$87","v":265.00014088390975},"[kN]","VRk,c",{"$f":"G80*$G$82/$G$81*$G$83*$G$84*$G$85*$G$86*$G$87","v":196.44334001948206},{"$f":"H80*$H$82/$H$81*$G$83*$H$84*$G$85*$G$86*$G$87","v":200.11706722450796},{"$f":"I80*$I$82/$I$81*$G$83*$I$84*$G$85*$G$86*$G$87","v":203.23807052089049},"[kN]",null,"VRk,c",{"$f":"M80*$M$82/$M$81*$M$83*$M$84*$M$85*$M$86*$M$87","v":266.06520071293312},{"$f":"N80*$N$82/$N$81*$M$83*$N$84*$M$85*$M$86*$M$87","v":270.56720534481104},{"$f":"O80*$O$82/$O$81*$M$83*$O$84*$M$85*$M$86*$M$87","v":274.38915401966784},null,"VRk,c",{"$f":"R80*$R$82/$R$81*$R$83*$R$84*$R$85*$R$86*$R$87","v":203.40337065842084},{"$f":"S80*$S$82/$S$81*$R$83*$S$84*$R$85*$R$86*$R$87","v":207.20725882438109},{"$f":"T80*$T$82/$T$81*$R$83*$T$84*$R$85*$R$86*$R$87","v":210.43883995234037},"[kN]"]
["γMc",{"$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$89","v":214.13417962631752},{"$f":"C88/$B$89","v":217.75747596848433},{"$f":"D88/$B$89","v":220.83345073659146},"[kN]","VRd,c",{"$f":"G88/$B$89","v":163.70278334956839},{"$f":"H88/$B$89","v":166.76422268708998},{"$f":"I88/$B$89","v":169.36505876740875},"[kN]",null,"VRd,c",{"$f":"M88/$B$89","v":221.72100059411093},{"$f":"N88/$B$89","v":225.47267112067587},{"$f":"O88/$B$89","v":228.65762834972321},null,"VRd,c",{"$f":"R88/$B$89","v":169.50280888201738},{"$f":"S88/$B$89","v":172.67271568698425},{"$f":"T88/$B$89","v":175.36569996028365},"[kN]"]
["Mitte",null,null,null,null,null,null,null,null,null,null,"Rand"]
["VRd,cp/c maßgeb,Mitte",{"$f":"MIN(B76,B90)","v":102.29650507960584},{"$f":"MIN(C76,C90)","v":108.26794835720143},{"$f":"MIN(D76,D90)","v":108.26794835720143},"[kN]","VRd,cp/c maßgeb,Mitte",{"$f":"MIN(G76,G90)","v":102.29650507960584},108.26794835720143,108.26794835720143,"[kN]",null,"VRd,cp/c maßgeb,Rand",{"$f":"MIN(M76,M90)","v":102.29650507960584},108.26794835720143,108.26794835720143,null,"VRd,cp/c maßgeb,Rand",{"$f":"MIN(R76,R90)","v":102.29650507960584},108.26794835720143,108.26794835720143]
["VSd,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O22,Eingabe!Q22)","v":64.461562499999999},null,null,null,"VSd,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P22,Eingabe!R22)","v":32.23078125},null,null,null,null,"VSd,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O28,Eingabe!Q28)","v":40.069846954853119},null,null,null,"VSd,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P28,Eingabe!R28)","v":20.03492347742656}]
["Ausn Vy Beton Mitte",{"$f":"$B$93/B92","v":0.63014432848743784},{"$f":"$B$93/C92","v":0.59538915697678263},{"$f":"$B$93/D92","v":0.59538915697678263},null,"Ausn V Beton Mitte",{"$f":"$G$93/G92","v":0.31507216424371892},{"$f":"$G$93/H92","v":0.29769457848839131},{"$f":"$G$93/I92","v":0.29769457848839131},null,null,"Ausn Vxy Beton Rand",{"$f":"$M$93/M92","v":0.391702990475298},{"$f":"$M$93/N92","v":0.37009888487637421},{"$f":"$M$93/O92","v":0.37009888487637421},null,"Ausn Vxy Beton Rand",{"$f":"$R$93/R92","v":0.195851495237649},{"$f":"$R$93/S92","v":0.18504944243818711},{"$f":"$R$93/T92","v":0.18504944243818711}]
[]
["Kombinierte Beanspruchung Mitte Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Mitte Reihe 2",null,null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 2"]
[null,{"$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":0.91408908820192858},{"$f":"MAX(C71,IF(C65=0,C63,C63^2+C65^2))","v":0.5860142045454545},{"$f":"MAX(D71,IF(D65=0,D63,D63^2+D65^2))","v":0.40680021772056035},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(G71,IF(G65=0,G63,G63^2+G65^2))","v":0.91408908820192858},{"$f":"MAX(H71,IF(H65=0,H63,H63^2+H65^2))","v":0.5860142045454545},{"$f":"MAX(I71,IF(I65=0,I63,I63^2+I65^2))","v":0.40680021772056035},null,null,"kombi N+V m/o H Stahl Rand",{"$f":"MAX(M71,IF(M65=0,M63,M63^2+M65^2))","v":0.56820543044318095},{"$f":"MAX(N71,IF(N65=0,N63,N63^2+N65^2))","v":0.36427133595321015},{"$f":"MAX(O71,IF(O65=0,O63,O63^2+O65^2))","v":0.25287042127258058},null,"kombi N+V m/o H Stahl Rand",{"$f":"MAX(R71,IF(R65=0,R63,R63^2+R65^2))","v":0.56820543044318095},{"$f":"MAX(S71,IF(S65=0,S63,S63^2+S65^2))","v":0.36427133595321015},{"$f":"MAX(T71,IF(T65=0,T63,T63^2+T65^2))","v":0.25287042127258058}]
["kombi N+V Beton Mitte",{"$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":0.62994506264597927},{"$f":"IF(OR(C64>1,C94>1),MAX(C64,C94),IF(OR(C64=0,C94=0),C64+C94,MIN((C64+C94)/1.2,C64^1.5+C94^1.5)))","v":0.57855414634941704},{"$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":0.57855414634941704},null,"kombi N+V Beton Mitte",{"$f":"IF(OR(G64>1,G94>1),MAX(G64,G94),IF(OR(G64=0,G94=0),G64+G94,MIN((G64+G94)/1.2,G64^1.5+G94^1.5)))","v":0.25975835241380968},{"$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":0.23856726681317048},{"$f":"IF(OR(I64>1,I94>1),MAX(I64,I94),IF(OR(I64=0,I94=0),I64+I94,MIN((I64+I94)/1.2,I64^1.5+I94^1.5)))","v":0.23856726681317048},null,null,"kombi N+V Beton Rand",{"$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":0.29101708264782505},0.26727590992967498,0.26727590992967498,null,"kombi N+V Beton Rand",{"$f":"IF(OR(R64>1,R94>1),MAX(R64,R94),IF(OR(R64=0,R94=0),R64+R94,MIN((R64+R94)/1.2,R64^1.5+R94^1.5)))","v":0.11598538969077905},0.10652330195222852,0.10652330195222852,"V=0 kommt vor, wenn keine indirekten Einw. und Anschlussbew. Vorhanden"]
[]
["Maximum Kombi Mitte",{"$f":"MAX(B98,B99)","v":0.91408908820192858},{"$f":"MAX(C98,C99)","v":0.5860142045454545},{"$f":"MAX(D98,D99)","v":0.57855414634941704},null,"Maximum Kombi Mitte",{"$f":"MAX(G98,G99)","v":0.91408908820192858},{"$f":"MAX(H98,H99)","v":0.5860142045454545},{"$f":"MAX(I98,I99)","v":0.40680021772056035},null,null,"Maximum Kombi Rand",{"$f":"MAX(M98,M99)","v":0.56820543044318095},{"$f":"MAX(N98,N99)","v":0.36427133595321015},{"$f":"MAX(O98,O99)","v":0.26727590992967498},null,"Maximum Kombi Rand",{"$f":"MAX(R98,R99)","v":0.56820543044318095},{"$f":"MAX(S98,S99)","v":0.36427133595321015},{"$f":"MAX(T98,T99)","v":0.25287042127258058}]
["Warnung Mitte",{"$f":"IF(MAX(B101,G101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(C101,H101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(D101,I101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},null,"Warnung Mitte",{"$f":"IF(MAX(B101,G101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$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":"ok"},{"$f":"IF(MAX(N101,S101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$f":"IF(MAX(O101,T101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},null,"Warnung Rand",{"$f":"IF(MAX(M101,R101)>1.009,\"Unzulässig!\",\"ok\")","v":"ok"},{"$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 M24"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M24"},null,null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M24"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,20)","v":"Kappenanker HPA M24"}]
["Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(B97:$D$98,2,MATCH($B$104,B97:$D$97))","v":0.40680021772056035},null,null,null,"Ausnutzung N Mitte",{"$f":"INDEX($G97:I$99,2,MATCH($B$104,$G97:I$97))","v":0.40680021772056035},null,null,null,null,"Ausnutzung N Rand",{"$f":"INDEX($M97:O$98,2,MATCH($M$104,$M97:O$97))","v":0.25287042127258058},null,null,null,"Ausnutzung N Rand",{"$f":"INDEX($R97:T$99,2,MATCH($R$104,$R97:T$97))","v":0.25287042127258058}]
["Ausnutzung N+V Beton Mitte",{"$f":"INDEX(B97:$D$99,3,MATCH($B$104,B97:D97))","v":0.57855414634941704},null,null,null,"Ausnutzung V Mitte",{"$f":"INDEX($G97:I$99,3,MATCH($B$104,G97:I97))","v":0.23856726681317048},null,null,null,null,"Ausnutzung V Rand",{"$f":"INDEX($M97:O$99,3,MATCH($M$104,M97:O97))","v":0.26727590992967498},null,null,null,"Ausnutzung V Rand",{"$f":"INDEX($R97:T$99,3,MATCH($R$104,R97:T97))","v":0.10652330195222852}]
["Interaktion",{"$f":"INDEX(B97:$D$101,5,MATCH($B$104,B97:D97))","v":0.57855414634941704},null,null,null,"Interaktion",{"$f":"INDEX($G97:I$101,5,MATCH($G$104,G97:I97))","v":0.40680021772056035},null,null,null,null,"Interaktion",{"$f":"INDEX($M97:O$101,5,MATCH($M$104,M97:O97))","v":0.26727590992967498},null,null,null,"Interaktion",{"$f":"INDEX($R97:T$101,5,MATCH($R$104,R97:T97))","v":0.25287042127258058}]
[{"$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",{"$f":"Eingabe!F13","v":"25"},"[N/mm²]","Abmind. Leichtbeton",null,"fck,cyl",{"$f":"B3","v":"25"},"[N/mm²]",null,null,"fck,cyl",{"$f":"Eingabe!F13","v":"25"},"[N/mm²]"]
["Untergrund",null,"[-]",{"$f":"Eingabe!N3","v":1},null,"Untergrund",null,"[-]"]
["Randabstand cK",{"$f":"Eingabe!C16","v":200},"[mm]","cT,Dübel 1,1-reihig",{"$f":"Eingabe!C7","v":1250},"Randabstand cT,D2",{"$f":"Eingabe!C7-B7","v":930},"[mm]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1. Dübelsystem HIT-RE 500 V3 nach ETA-16/0143\n2. Hilti Betonverbinder HPA nach abZ/aBG-21.8-1900 \n3. Dichtheitsprüfungen mit Berichten der Bautechnischen Versuchsanstalt an der HTL Rankweil\n4. Dichtheitsprüfung unter dynamischer Querkraft-Einwirkung; Bericht der Bautechnischen Versuchsanstalt an der HTL Rankweil\n5. Gutachten 20-083/1.1.1, Nachträgliche Verankerung von Brückenkappen und Lärmschutzwänden auf Brückenkappen mit Injektionssystem HIT RE 500 V3; Ingenieurbüro Schiessl Gehlen Sodeikat GmbH"]
["Achsabstand sx,Mitte",{"$f":"Eingabe!T6","v":900},"[mm]",null,null,"Achsabstand sx,Mitte",{"$f":"B6","v":900},"[mm]",null,null,"Achsabstand sx,Rand",{"$f":"Eingabe!T7","v":450},"[mm]"]
["Dübelreihenabst. s1",{"$f":"Eingabe!C17","v":320},"[mm]",null,null,"Dübelreihenabst. s1",{"$f":"B7","v":320},"[mm]"]
["Randbalkenhöhe h",{"$f":"Eingabe!C18","v":145},"[mm]",null,null,"Randbalkenhöhe h",{"$f":"B8","v":145},"[mm]"]
["Dübelanzahl",1,"[Stk]",null,null,"Dübelanzahl",{"$f":"B9","v":1},"[Stk]"]
["Kopfbolzenart",{"$f":"Eingabe!X50","v":36}]
["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":96},{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!C21","v":96},"[mm]","Kopfbolzenhöhe hef",96,96,96,"[mm]","Kopfbolzenhöhe hef",{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!C21","v":96},null,"Kopfbolzenhöhe hef",{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!C21","v":96},{"$f":"Eingabe!C21","v":96}]
["Durchmesser Kopf dp",24,{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$Z$45,Eingabe!$AB$45)","v":50},{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$Z$46,Eingabe!$AB$46)","v":36},null,null,24,{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$Z$45,Eingabe!$AB$45)","v":50},{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$Z$46,Eingabe!$AB$46)","v":36},null,null,24,{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$Z$45,Eingabe!$AB$45)","v":50},{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$Z$46,Eingabe!$AB$46)","v":36},null,null,24,{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M20\",Eingabe!$Z$45,Eingabe!$AB$45)","v":50},{"$f":"IF(Eingabe!$C$15=\"Sechskantmutter A4 M24\",Eingabe!$Z$46,Eingabe!$AB$46)","v":36}]
["Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel",null,null,null,null,"Normalkraftwiderstand Einzeldübel"]
["Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen",null,null,null,null,"Stahlversagen"]
["NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,171.5,247.1,"[kN]","NRk,s",109.9,171.5,247.1,null,"NRk,s",109.9,171.5,247.1]
["γMs",1.87,null,null,"[-]","γMs",1.87,null,null,"[-]","γMs",1.87,null,null,null,"γMs",1.87]
["NRd,s",{"$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$18","v":132.13903743315507}]
["Herausziehen",null,null,null,null,"Herausziehen",null,null,null,null,"Herausziehen",null,null,null,null,"Herausziehen"]
["AKopf",{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M16\",Eingabe!AA44,Eingabe!AD44)","v":251.32741228718345},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M20\",Eingabe!AA45,Eingabe!AD45)","v":1649.3361431346414},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M24\",Eingabe!AA46,Eingabe!AD46)","v":565},null,"AKopf",{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M16\",Eingabe!$AA$44,Eingabe!$AD$44)","v":251.32741228718345},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M20\",Eingabe!$AA$45,Eingabe!$AD$45)","v":1649.3361431346414},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M24\",Eingabe!$AA$46,Eingabe!$AD$46)","v":565},null,"AKopf",{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M16\",Eingabe!$AA$44,Eingabe!$AD$44)","v":251.32741228718345},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M20\",Eingabe!$AA$45,Eingabe!$AD$45)","v":1649.3361431346414},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M24\",Eingabe!$AA$46,Eingabe!$AD$46)","v":565},null,"AKopf",{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M16\",Eingabe!$AA$44,Eingabe!$AD$44)","v":251.32741228718345},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M20\",Eingabe!$AA$45,Eingabe!$AD$45)","v":1649.3361431346414},{"$f":"IF(Eingabe!C15=\"Sechskantmutter A4 M24\",Eingabe!$AA$46,Eingabe!$AD$46)","v":565}]
["NRk,p",{"$f":"7.5*B3*D4*B21/1000","v":47.1238898038469},{"$f":"7.5*B3*D4*C21/1000","v":309.25052683774527},{"$f":"7.5*B3*D4*D21/1000","v":105.9375},"[kN]","NRk,p",{"$f":"7.5*G3*D4*G21/1000","v":47.1238898038469},{"$f":"7.5*G3*D4*H21/1000","v":309.25052683774527},{"$f":"7.5*G3*D4*I21/1000","v":105.9375},"[kN]","NRk,p",{"$f":"7.5*L3*D4*L21/1000","v":47.1238898038469},{"$f":"7.5*L3*D4*M21/1000","v":309.25052683774527},{"$f":"7.5*L3*D4*N21/1000","v":105.9375},null,"NRk,p",{"$f":"7.5*L3*D4*Q21/1000","v":47.1238898038469},{"$f":"7.5*L3*D4*R21/1000","v":309.25052683774527},{"$f":"7.5*L3*D4*S21/1000","v":105.9375}]
["γMp = gc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp = gc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["NRd,p",{"$f":"B22/B23","v":39.269908169872416},{"$f":"(C22/B23)","v":257.70877236478776},{"$f":"(D22/B23)","v":88.28125},null,"NRd,p",{"$f":"G22/G23","v":39.269908169872416},{"$f":"(H22/G23)","v":257.70877236478776},{"$f":"(I22/G23)","v":88.28125},null,"NRd,p",{"$f":"L22/L23","v":39.269908169872416},{"$f":"(M22/L23)","v":257.70877236478776},{"$f":"(N22/L23)","v":88.28125},null,"NRd,p",{"$f":"Q22/Q23","v":39.269908169872416},{"$f":"(R22/Q23)","v":257.70877236478776},{"$f":"(S22/Q23)","v":88.28125}]
["Betonausbruch","Ac,N,Mutter :",{"$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$7/2))","v":82944},"Ac,N,Kopfplatte :",{"$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$7/2))","v":135168},"Betonausbruch","Ac,N,Mutter :",{"$f":"MIN(3*G13,$B$6)*(MIN(G7/2,1.5*G13)+MIN((1.5*G13),$G$5))","v":82944},"Ac,N,Kopfplatte :",{"$f":"MIN(4*G13,$B$6)*(MIN(G7/2,2*G13)+MIN(2*G13,$G$5))","v":135168},"Betonausbruch","Ac,N,Mutter :",{"$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$7/2))","v":82944},"Ac,N,Kopfplatte :",{"$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$7/2))","v":135168},"Betonausbruch","Ac,N,Mutter :",{"$f":"MIN(3*G13,$L$6)*(MIN(G7/2,1.5*G13)+MIN(1.5*G13,$G$5))","v":82944},"Ac,N,Kopfplatte :",{"$f":"MIN(4*G13,$L$6)*(MIN(G7/2,2*G13)+MIN(2*G13,$G$5))","v":135168}]
["Konstante k",8.9,{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},null,"Konstante k",{"$f":"B26","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},null,"Konstante k",8.9,{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9},null,"Konstante k",{"$f":"L26","v":8.9},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":7.7},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Nachträgliche Kappenverankerung\"),AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\")),8.9,7.7)","v":8.9}]
["N0Rk,c",{"$f":"$B$26*SQRT($B$3)*D4*B13^1.5/1000","v":41.856880724678938},{"$f":"$C$26*SQRT($B$3)*D4*C13^1.5/1000","v":36.213256357306499},{"$f":"$D$26*SQRT($B$3)*D4*D13^1.5/1000","v":41.856880724678938},"[kN]","N0Rk,c",{"$f":"$G$26*SQRT($G$3)*D4*G13^1.5/1000","v":41.856880724678938},{"$f":"$H$26*SQRT($G$3)*D4*H13^1.5/1000","v":36.213256357306499},{"$f":"$I$26*SQRT($G$3)*D4*I13^1.5/1000","v":41.856880724678938},"[kN]","N0Rk,c",{"$f":"$L$26*SQRT($L$3)*D4*L13^1.5/1000","v":41.856880724678938},{"$f":"$M$26*SQRT($L$3)*D4*M13^1.5/1000","v":36.213256357306499},{"$f":"$N$26*SQRT($L$3)*D4*N13^1.5/1000","v":41.856880724678938},null,"N0Rk,c",{"$f":"$Q$26*SQRT($L$3)*D4*Q13^1.5/1000","v":41.856880724678938},{"$f":"$R$26*SQRT($L$3)*D4*R13^1.5/1000","v":36.213256357306499},{"$f":"$S$26*SQRT($L$3)*D4*S13^1.5/1000","v":41.856880724678938}]
["A0c,N",{"$f":"(3*B$13)^2","v":82944},{"$f":"(3*C$13)^2","v":82944},{"$f":"(3*D$13)^2","v":82944},"[mm²]","A0c,N",{"$f":"(3*G$13)^2","v":82944},{"$f":"(3*H$13)^2","v":82944},{"$f":"(3*I$13)^2","v":82944},"[mm²]","A0c,N",{"$f":"(3*L$13)^2","v":82944},{"$f":"(3*M$13)^2","v":82944},{"$f":"(3*N$13)^2","v":82944},null,"A0c,N",{"$f":"(3*Q$13)^2","v":82944},{"$f":"(3*R$13)^2","v":82944},{"$f":"(3*S$13)^2","v":82944}]
["Ac,N",{"$f":"C25","v":82944},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),C25,E25)","v":135168},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),C25,E25)","v":82944},"[mm²]","Ac,N",{"$f":"H25","v":82944},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),H25,J25)","v":135168},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),H25,J25)","v":82944},"[mm²]","Ac,N",{"$f":"M25","v":82944},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),M25,O25)","v":135168},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),M25,O25)","v":82944},null,"Ac,N",{"$f":"R25","v":82944},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M20\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M20x50x16\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),R25,T25)","v":135168},{"$f":"IF(OR(Eingabe!$C$15=\"Sechskantmutter A4 M24\",AND(Eingabe!$C$15=\"Kopfplatte HPA-K M24x70x19\",OR(Eingabe!$C$3=\"Nachträgliche Kappenverankerung\",Eingabe!$C$3=\"Sonderfall ohne indirekte Einw.\"))),R25,T25)","v":82944}]
["ψs,N",{"$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":41.856880724678938},{"$f":"C27*C29/C28*C30*C31*C32*C33","v":59.014195545240227},{"$f":"D27*D29/D28*D30*D31*D32*D33","v":41.856880724678938},"[kN]","NRk,c",{"$f":"G27*G29/G28*G30*G31*G32*G33","v":41.856880724678938},{"$f":"H27*H29/H28*H30*H31*H32*H33","v":59.014195545240227},{"$f":"I27*I29/I28*I30*I31*I32*I33","v":41.856880724678938},"[kN]","NRk,c",{"$f":"L27*L29/L28*L30*L31*L32*L33","v":41.856880724678938},{"$f":"M27*M29/M28*M30*M31*M32*M33","v":59.014195545240227},{"$f":"N27*N29/N28*N30*N31*N32*N33","v":41.856880724678938},null,"NRk,c",{"$f":"Q27*Q29/Q28*Q30*Q31*Q32*Q33","v":41.856880724678938},{"$f":"R27*R29/R28*R30*R31*R32*R33","v":59.014195545240227},{"$f":"S27*S29/S28*S30*S31*S32*S33","v":41.856880724678938}]
["γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMc",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["NRd,c",{"$f":"B34/$B$35","v":34.880733937232449},{"$f":"C34/$B$35","v":49.178496287700192},{"$f":"D34/$B$35","v":34.880733937232449},"[kN]","NRd,c",{"$f":"G34/$G$35","v":34.880733937232449},{"$f":"H34/$G$35","v":49.178496287700192},{"$f":"I34/$G$35","v":34.880733937232449},"[kN]","NRd,c",{"$f":"L34/$L$35","v":34.880733937232449},{"$f":"M34/$L$35","v":49.178496287700192},{"$f":"N34/$L$35","v":34.880733937232449},null,"NRd,c",{"$f":"Q34/$Q$35","v":34.880733937232449},{"$f":"R34/$Q$35","v":49.178496287700192},{"$f":"S34/$Q$35","v":34.880733937232449}]
[]
[]
[]
[null,"keine Zeilen rauslöschen!!! Führt zu Veränderungen in anderen Formeln"]
[]
[]
[]
["Lokale Pressung am Kopfbolzen",null,null,null,null,"Lokale Pressung am Kopfbolzen"]
["da",null,null,null,"[mm]","da",null,null,null,"[mm]"]
["Schlüsselweite",24,30,36,"[mm]","Schlüsselweite",24,30,36,"[mm]","Kopfpressung kann entfallen weil gleich mit Herausziehen!"]
["AKopfbolzen",{"$f":"B21","v":251.32741228718345},{"$f":"C21","v":1649.3361431346414},{"$f":"D21","v":565},"[mm²]","AKopfbolzen",{"$f":"G21","v":251.32741228718345},1649.3361431346414,565,"[mm²]"]
["n x fck,cube",{"$f":"6*B3","v":150},{"$f":"6*B3","v":150},{"$f":"6*B3","v":150},"[N/mm2]","n x fck,cube",{"$f":"B48","v":150},{"$f":"C48","v":150},{"$f":"D48","v":150},"[N/mm2]"]
["γMc",{"$f":"IF(Eingabe!C24=\"Anprall Bord / FRS\",1.3,1.5)","v":1.5},null,null,"[-]","γMc",{"$f":"IF(Eingabe!C24=\"Anprall Bord / FRS\",1.3,1.5)","v":1.5},null,null,"[-]"]
["NRd,L",{"$f":"B47*B48/$B$49/1000*$B$9","v":25.132741228718345},{"$f":"C47*C48/$B$49/1000*$B$9","v":164.93361431346412},{"$f":"D47*D48/$B$49/1000*$B$9","v":56.5},"[kN]","NRd,L",{"$f":"G47*G48/$G$49/1000*$B$9","v":25.132741228718345},{"$f":"H47*H48/$G$49/1000*$B$9","v":164.93361431346412},{"$f":"I47*I48/$G$49/1000*$B$9","v":56.5},"[kN]"]
[]
["NRd,c,Mitte",{"$f":"MIN(B36,B24)","v":34.880733937232449},{"$f":"MIN(C36,C24)","v":49.178496287700192},{"$f":"MIN(D36,D24)","v":34.880733937232449},"[kN]","NRd,c,Mitte",{"$f":"MIN(G36,G24)","v":34.880733937232449},{"$f":"MIN(H36,H24)","v":49.178496287700192},{"$f":"MIN(I36,I24)","v":34.880733937232449},"[kN]","NRd,c,Rand",{"$f":"MIN(L36,L24)","v":34.880733937232449},{"$f":"MIN(M36,M24)","v":49.178496287700192},{"$f":"MIN(N36,N24)","v":34.880733937232449},null,"NRd,c,Rand",{"$f":"MIN(Q36,Q24)","v":34.880733937232449},{"$f":"MIN(R36,R24)","v":49.178496287700192},{"$f":"MIN(S36,S24)","v":34.880733937232449}]
["NEd, Mitte",{"$f":"Eingabe!O20","v":13.10738255033557},null,null,null,"NEd, Mitte",{"$f":"Eingabe!P20","v":9.7248322147650992},null,null,null,"NEd,Rand",{"$f":"Eingabe!O25","v":6.5536912751677852},null,null,null,"NEd, Rand",{"$f":"Eingabe!P25","v":4.8624161073825496}]
["Ausn. N-Stahl, Mitte",{"$f":"$B$53/B19","v":0.22302825631599196},{"$f":"$B$53/C19","v":0.14292014792494179},{"$f":"$B$53/D19","v":9.9193870372834961E-2},null,"Ausn. N-Stahl, Mitte",{"$f":"$G$53/G19","v":0.16547257726670367},{"$f":"$G$53/H19","v":0.10603752910560196},{"$f":"$G$53/I19","v":7.3595452212103354E-2},null,"Ausn. N-Stahl, Rand",{"$f":"$L$53/L19","v":0.11151412815799598},{"$f":"$L$53/M19","v":7.1460073962470894E-2},{"$f":"$L$53/N19","v":4.959693518641748E-2},null,"Ausn. N-Stahl, Rand",{"$f":"$Q$53/Q19","v":8.2736288633351834E-2},{"$f":"$Q$53/R19","v":5.3018764552800982E-2},{"$f":"$Q$53/S19","v":3.6797726106051677E-2}]
["Ausn. N-Beton, Mitte",{"$f":"$B$53/B52","v":0.37577714316224486},{"$f":"$B$53/C52","v":0.26652670455102545},{"$f":"$B$53/D52","v":0.37577714316224486},null,"Ausn. N-Beton, Mitte",{"$f":"$G$53/G52","v":0.27880239653972999},{"$f":"$G$53/H52","v":0.19774561950559949},{"$f":"$G$53/I52","v":0.27880239653972999},null,"Ausn. N-Beton, Rand",{"$f":"$L$53/L52","v":0.18788857158112243},{"$f":"$L$53/M52","v":0.13326335227551273},{"$f":"$L$53/N52","v":0.18788857158112243},null,"Ausn. N-Beton, Rand",{"$f":"$Q$53/Q52","v":0.139401198269865},{"$f":"$Q$53/R52","v":9.8872809752799745E-2},{"$f":"$Q$53/S52","v":0.139401198269865}]
["Ausn. Vy-Stahl o. H. Mitte",{"$f":"$B$61/B57","v":0.91408908820192858},{"$f":"$B$61/C57","v":0.5860142045454545},{"$f":"$B$61/D57","v":0.40680021772056035},null,"Ausn. Vy-Stahl o. H. Mitte",{"$f":"$G$61/G57","v":0.91408908820192858},{"$f":"$G$61/H57","v":0.5860142045454545},{"$f":"$G$61/I57","v":0.40680021772056035},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"$L$61/L57","v":0.56820543044318095},{"$f":"$L$61/M57","v":0.36427133595321015},{"$f":"$L$61/N57","v":0.25287042127258058},null,"Ausn. Vy-Stahl o. H. Rand",{"$f":"$Q$61/Q57","v":0.56820543044318095},{"$f":"$Q$61/R57","v":0.36427133595321015},{"$f":"$Q$61/S57","v":0.25287042127258058}]
["Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23,null,"Stahlversagen m. H.",35.26,55,79.23]
["MRk,s",{"$f":"IF((233*(1-(B53/B19)))<0,0.1,(233*(1-(B53/B19))))","v":181.03441627837387},{"$f":"IF((454*(1-B53/C19))<1,0.1,(454*(1-B53/C19)))","v":389.11425284207644},{"$f":"IF(786*(1-B53/D19)<1,0.1,786*(1-B53/D19))","v":708.03361788695167},"[Nm]","MRk,s",{"$f":"IF(233*(1-G53/G19)<1,0.1,233*(1-G53/G19))","v":194.44488949685805},{"$f":"IF(454*(1-G53/H19)<1,0.1,454*(1-G53/H19))","v":405.85896178605674},{"$f":"IF(786*(1-G53/I19)<1,0.1,786*(1-G53/I19))","v":728.15397456128676},"[Nm]","MRk,s",{"$f":"IF(233*(1-L53/L19)<1,0.1,233*(1-L53/L19))","v":207.01720813918692},{"$f":"IF(454*(1-L53/M19)<1,0.1,454*(1-L53/M19))","v":421.55712642103822},{"$f":"IF(786*(1-L53/N19)<1,0.1,786*(1-L53/N19))","v":747.01680894347589},"[Nm]","MRk,s",{"$f":"IF(233*(1-Q53/Q19)<1,0.1,233*(1-Q53/Q19))","v":213.72244474842904},{"$f":"IF(454*(1-Q53/R19)<1,0.1,454*(1-Q53/R19))","v":429.92948089302837},{"$f":"IF(786*(1-Q53/S19)<1,0.1,786*(1-Q53/S19))","v":757.07698728064338},"[Nm]"]
["γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]","γMs",1.56,null,null,"[-]"]
["VRd,s",{"$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":32.23078125},null,null,"[kN]","VSd,s,y, Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P21,Eingabe!R21)","v":32.23078125},null,null,"[kN]","VSd,s,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O26,Eingabe!Q26)","v":20.03492347742656},null,null,null,"VSd,s,x/y, Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P26,Eingabe!R26)","v":20.03492347742656}]
["Ausn Vy-Stahl m.H. Mitte",{"$f":"$B$61/B60","v":0.91408908820192858},{"$f":"$B$61/C60","v":0.5860142045454545},{"$f":"$B$61/D60","v":0.40680021772056035},null,"Ausn Vy-Stahl m.H. Mitte",{"$f":"$G$61/G60","v":0.91408908820192858},{"$f":"$G$61/H60","v":0.5860142045454545},{"$f":"$G$61/I60","v":0.40680021772056035},null,"Ausn Vy-Stahl m.H. Rand",{"$f":"$L$61/L60","v":0.56820543044318095},{"$f":"$L$61/M60","v":0.36427133595321015},{"$f":"$L$61/N60","v":0.25287042127258058},null,"Ausn Vy-Stahl m.H. Rand",{"$f":"$Q$61/Q60","v":0.56820543044318095},{"$f":"$Q$61/R60","v":0.36427133595321015},{"$f":"$Q$61/S60","v":0.25287042127258058}]
["Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite",null,null,null,null,"Betonausbruch auf der lastabgewandten Seite"]
["k",{"$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":83.713761449357875},{"$f":"MIN((B64*C22),(B64*C34))","v":118.02839109048045},{"$f":"MIN((B64*D22),(B64*D34))","v":83.713761449357875},null,"VRk,cp",{"$f":"MIN((G64*G22),(G64*G34))","v":83.713761449357875},{"$f":"MIN((G64*H22),(G64*H34))","v":118.02839109048045},{"$f":"MIN((G64*I22),(G64*I34))","v":83.713761449357875},null,"VRk,cp",{"$f":"MIN((L64*L22),(L64*L34))","v":83.713761449357875},{"$f":"MIN((L64*M22),(L64*M34))","v":118.02839109048045},{"$f":"MIN((L64*N22),(L64*N34))","v":83.713761449357875},null,"VRk,cp",{"$f":"MIN((Q64*Q22),(Q64*Q34))","v":83.713761449357875},{"$f":"MIN((Q64*R22),(Q64*R34))","v":118.02839109048045},{"$f":"MIN((Q64*S22),(Q64*S34))","v":83.713761449357875}]
["γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"[-]","γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,null,"γMcp",{"$f":"(IF(OR(Eingabe!C24=\"Anprall Fahrzeugrückhaltesystem\",Eingabe!C24=\"Anprall Schrammbord\"),1.2,1.5))*1","v":1.2},null,null,"abhängig von Eingabe C23"]
["VRd,cp",{"$f":"B65/$B$66","v":69.761467874464898},{"$f":"C65/$B$66","v":98.356992575400383},{"$f":"D65/$B$66","v":69.761467874464898},"[kN]","VRd,cp",{"$f":"G65/$G$66","v":69.761467874464898},{"$f":"H65/$G$66","v":98.356992575400383},{"$f":"I65/$G$66","v":69.761467874464898},"[kN]","VRd,cp",{"$f":"L65/$L$66","v":69.761467874464898},{"$f":"M65/$L$66","v":98.356992575400383},{"$f":"N65/$L$66","v":69.761467874464898},null,"VRd,cp",{"$f":"Q65/$Q$66","v":69.761467874464898},{"$f":"R65/$Q$66","v":98.356992575400383},{"$f":"S65/$Q$66","v":69.761467874464898}]
["Betonkantenbruch",{"$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$5)","v":200},{"$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$5)","v":200},{"$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$5)","v":200},null,"Betonkantenbruch",{"$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$5)","v":300},{"$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$5)","v":300},{"$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$5)","v":300}]
["α",{"$f":"0.1*((B13/B68)^0.5)","v":6.9282032302755092E-2},{"$f":"0.1*((C13/C68)^0.5)","v":6.9282032302755092E-2},{"$f":"0.1*((D13/D68)^0.5)","v":6.9282032302755092E-2},"[-]","α",{"$f":"0.1*((G13/G68)^0.5)","v":5.6568542494923803E-2},{"$f":"0.1*((H13/H68)^0.5)","v":5.6568542494923803E-2},{"$f":"0.1*((I13/I68)^0.5)","v":5.6568542494923803E-2},"[-]"]
["β",{"$f":"0.1*((16/B68)^0.2)","v":6.0341763365451634E-2},{"$f":"0.1*((20/C68)^0.2)","v":6.3095734448019331E-2},{"$f":"0.1*((24/D68)^0.2)","v":6.543893899412373E-2},"[-]","β",{"$f":"0.1*((16/G68)^0.2)","v":5.5641617392041237E-2},{"$f":"0.1*((20/H68)^0.2)","v":5.8181075915268811E-2},{"$f":"0.1*((24/I68)^0.2)","v":6.0341763365451634E-2},"[-]"]
["V0Rk,c",{"$f":"1.7*16^B69*B13^B70*SQRT($B$3)*$B$68^1.5/1000","v":38.370860648018379},{"$f":"1.7*20^C69*C13^C70*SQRT($B$3)*$C$68^1.5/1000","v":39.461608237132587},{"$f":"1.7*24^D69*D13^D70*SQRT($B$3)*$D$68^1.5/1000","v":40.392941942851479},"[kN]","V0Rk,c",{"$f":"1.7*16^G69*G13^G70*SQRT($B$3)*$G$68^1.5/1000","v":66.605930169543328},{"$f":"1.7*20^H69*H13^H70*SQRT($B$3)*$H$68^1.5/1000","v":68.238402545306229},{"$f":"0.45*SQRT(I70)*(I69/I70)^0.2*SQRT($B$3)*$I$68^1.5/1000","v":2.8350765986649278},"[kN]"]
["A0c,V",{"$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$5^2)","v":180000},{"$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$5^2)","v":180000},{"$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$5^2)","v":180000},"[mm²]","A0c,V",{"$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$5^2)","v":405000},{"$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$5^2)","v":405000},null,"[mm²]"]
["Ac,V",{"$f":"MIN(3*B5,B6)*MIN(1.5*B5,B8)","v":87000},null,null,"[mm²]","Ac,V",{"$f":"MIN(3*G5,G6)*MIN(1.5*G5,G8)","v":130500},null,null,"[mm²]"]
["ψs,V",1,null,null,"[-]","ψs,V",1,null,null,"[-]"]
["ψh,V",{"$f":"IF(AND($B$5<960,$B$5<10*B$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*B68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.4383899044561526},{"$f":"IF(AND($B$5<1200,$B$5<10*C$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*C68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.4383899044561526},{"$f":"IF(AND($B$5<1200,$B$5<10*D$13,$B$5>$B$8/1.5,$B$5>$B$6/3),MAX(1,(1.5*D68/B8)^(1/2)),MAX(1,(1.5*B5/B8)^(1/2)))","v":1.4383899044561526},"[-]","ψh,V",{"$f":"IF(AND($G$5<960,$G$5<10*G$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX(1,(1.5*G68/G8)^(1/2)),MAX(1,(1.5*G5/G8)^(1/2)))","v":1.7616606585441104},{"$f":"IF(AND($G$5<1200,$G$5<10*H$13,$G$5>$G$8/1.5,$G$5>$G$6/3),MAX(1,(1.5*H68/G8)^(1/2)),MAX(1,(1.5*G5/G8)^(1/2)))","v":1.7616606585441104},null,"[-]"]
["ψα,V",1,null,null,"[-]","ψα,V",1,null,null,"[-]"]
["ψec,V",1,null,null,"[-]","ψec,V",1,null,null,"[-]"]
["ψre,V",1,null,null,"[-]","ψre,V",1,null,null,"[-]"]
["VRk,c",{"$f":"B71*$B$73/$B$72*$B$74*$B$75*$B$76*$B$77*$B$78","v":26.676258314345024},{"$f":"C71*$B$73/$C$72*$B$74*$C$75*$B$76*$B$77*$B$78","v":27.434569802582711},{"$f":"D71*$B$73/$D$72*$B$74*$D$75*$B$76*$B$77*$B$78","v":28.082053285909176},"[kN]","VRk,c",{"$f":"G71*$G$73/$G$72*$G$74*$G$75*$G$76*$G$77*$G$78","v":37.808603970635566},{"$f":"H71*$G$73/$H$72*$G$74*$H$75*$G$76*$G$77*$G$78","v":38.735270731254509},{"$f":"I71*$G$73/$H$72*$G$74*$H$75*$G$76*$G$77*$G$78","v":1.6093204925220503},"[kN]"]
["γMc",{"$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$80)","v":22.230215261954186},{"$f":"IF(AND($B$5>1200,$B$5>10*C13),\"entfällt\",C79/$B$80)","v":22.862141502152259},{"$f":"IF($B$5>10*D13,\"c > 10*hef\",D79/$B$80)","v":23.401711071590981},"[kN]","VRd,c",{"$f":"IF(AND($G$5>960,$G$5>10*G13),\"entfällt\",G79/$G$80)","v":31.507169975529639},{"$f":"IF(AND($G$5>1200,$G$5>10*H13),\"entfällt\",H79/$G$80)","v":32.279392276045428},{"$f":"IF($G$5>10*I13,\"c > 10*hef\",I79/$G$80)","v":1.3411004104350419},"[kN]"]
[]
["VRd,cp",{"$f":"Kappe!B67","v":69.761467874464898},{"$f":"Kappe!C67","v":98.356992575400383},{"$f":"Kappe!D67","v":69.761467874464898},"[kN]","VRd,cp",{"$f":"Kappe!G67","v":69.761467874464898},{"$f":"Kappe!H67","v":98.356992575400383},{"$f":"Kappe!I67","v":69.761467874464898},"[kN]","VRd,cp",{"$f":"Kappe!L67","v":69.761467874464898},{"$f":"Kappe!M67","v":98.356992575400383},{"$f":"Kappe!N67","v":69.761467874464898},null,"VRd,cp",{"$f":"Kappe!Q67","v":69.761467874464898},{"$f":"Kappe!R67","v":98.356992575400383},{"$f":"Kappe!S67","v":69.761467874464898}]
["VSd,y,Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O23,Eingabe!Q23)","v":32.23078125},null,null,null,"VSd,y,Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P23,Eingabe!R23)","v":64.461562499999999},null,null,null,"VSd,x/y,Rand",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!O29,Eingabe!Q29)","v":20.03492347742656},null,null,null,"VSd,y,Mitte",{"$f":"IF(Eingabe!C33=\"Kappenverankerung HPA\",Eingabe!P29,Eingabe!R29)","v":40.069846954853119}]
["Ausn Vy Beton Mitte",{"$f":"$B$84/B83","v":0.46201409219196743},{"$f":"$B$84/C83","v":0.32769181332269703},{"$f":"$B$84/D83","v":0.46201409219196743},null,"Ausn Vy Beton Mitte",{"$f":"$G$84/G83","v":0.92402818438393486},{"$f":"$G$84/H83","v":0.65538362664539407},{"$f":"$G$84/I83","v":0.92402818438393486},null,"Ausn V Beton Rand",{"$f":"$L$84/L83","v":0.28719182792253189},{"$f":"$L$84/M83","v":0.20369597476323612},{"$f":"$L$84/N83","v":0.28719182792253189},null,"Ausn V Beton Rand",{"$f":"$Q$84/Q83","v":0.57438365584506379},{"$f":"$Q$84/R83","v":0.40739194952647223},{"$f":"$Q$84/S83","v":0.57438365584506379}]
[]
["Kombinierte Beanspruchung Mitte Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Mitte Reihe 2",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 1",null,null,null,null,"Kombinierte Beanspruchung Rand Reihe 2"]
[null,{"$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":0.91408908820192858},{"$f":"MAX(C62,IF(C56=0,C54,C54^2+C56^2))","v":0.5860142045454545},{"$f":"MAX(D62,IF(D56=0,D54,D54^2+D56^2))","v":0.40680021772056035},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(G62,IF(G56=0,G54,G54^2+G56^2))","v":0.91408908820192858},{"$f":"MAX(H62,IF(H56=0,H54,H54^2+H56^2))","v":0.5860142045454545},{"$f":"MAX(I62,IF(I56=0,I54,I54^2+I56^2))","v":0.40680021772056035},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(L62,IF(L56=0,L54,L54^2+L56^2))","v":0.56820543044318095},{"$f":"MAX(M62,IF(M56=0,M54,M54^2+M56^2))","v":0.36427133595321015},{"$f":"MAX(N62,IF(N56=0,N54,N54^2+N56^2))","v":0.25287042127258058},null,"kombi N+V m/o H Stahl Mitte",{"$f":"MAX(Q62,IF(Q56=0,Q54,Q54^2+Q56^2))","v":0.56820543044318095},{"$f":"MAX(R62,IF(R56=0,R54,R54^2+R56^2))","v":0.36427133595321015},{"$f":"MAX(S62,IF(S56=0,S54,S54^2+S56^2))","v":0.25287042127258058}]
["kombi N+V Beton Mitte",{"$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":0.54439234085315058},{"$f":"IF(OR(C55>1,C85>1),MAX(C55,C85),IF(OR(C55=0,C85=0),C55+C85,MIN((C55+C85)/1.2,C55^1.5+C85^1.5)))","v":0.32518279541814177},{"$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":0.54439234085315058},null,"kombi N+V Beton Mitte",{"$f":"IF(OR(G55>1,G85>1),MAX(G55,G85),IF(OR(G55=0,G85=0),G55+G85,MIN((G55+G85)/1.2,G55^1.5+G85^1.5)))","v":1.0023588174363873},0.61850554831658322,1.0023588174363873,null,"kombi N+V Beton Mitte",{"$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":0.23534930620672767},0.14058159813947169,{"$f":"IF(OR(N55>1,N85>1),MAX(N55,N85),IF(OR(N55=0,N85=0),N55+N85,MIN((N55+N85)/1.2,N55^1.5+N85^1.5)))","v":0.23534930620672767},null,"kombi N+V Beton Mitte",{"$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":0.48736196318394776},0.29111674370778834,0.48736196318394776]
[]
["Maximum Kombi Mitte",{"$f":"MAX(B89,B90)","v":0.91408908820192858},{"$f":"MAX(C89,C90)","v":0.5860142045454545},{"$f":"MAX(D89,D90)","v":0.54439234085315058},null,"Maximum Kombi Mitte",{"$f":"MAX(G89,G90)","v":1.0023588174363873},0.61850554831658322,1.0023588174363873,null,"Maximum Kombi Rand",{"$f":"MAX(L89,L90)","v":0.56820543044318095},0.36427133595321015,0.25287042127258058,null,"Maximum Kombi Rand",{"$f":"MAX(Q89,Q90)","v":0.56820543044318095},0.36427133595321015,0.48736196318394776]
["Warnung Mitte",{"$f":"IF(MAX(B92,G92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$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":""},{"$f":"IF(MAX(H92,C92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(I92,D92)>1.009,\"Unzulässig !\",\"\")","v":""},null,"Warnung Rand",{"$f":"IF(MAX(L92,Q92)>1.009,\"Unzulässig !\",\"\")","v":""},{"$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":""},{"$f":"IF(MAX(R92,M92)>1.01,\"Unzulässig !\",\"\")","v":""},{"$f":"IF(MAX(S92,N92)>1.01,\"Unzulässig !\",\"\")","v":""}]
[]
["Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M24"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M24"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M24"},null,null,null,"Gewählter Dübel",{"$f":"LEFT(Eingabe!C4,21)","v":"Kappenanker HPA M24"}]
["Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(B88:D90,2,MATCH($B$95,B88:D88))","v":0.40680021772056035},null,null,null,"Ausnutzung N+V Stahl Mitte",{"$f":"INDEX(G88:I90,2,MATCH($G$95,G88:I88))","v":0.40680021772056035},null,null,null,"Ausnutzung N+V Stahl Rand",{"$f":"INDEX(L88:N90,2,MATCH($B$95,L88:N88))","v":0.25287042127258058},null,null,null,"Ausnutzung N+V Stahl Rand",{"$f":"INDEX(Q88:S90,2,MATCH($G$95,Q88:S88))","v":0.25287042127258058}]
["Ausnutzung N+V Beton Mitte",{"$f":"INDEX(B88:D90,3,MATCH($B$95,B88:D88))","v":0.54439234085315058},null,null,null,"Ausnutzung N+V Beton Mitte",{"$f":"INDEX(G88:I90,3,MATCH($G$95,G88:I88))","v":1.0023588174363873},null,null,null,"Ausnutzung N+V Beton Rand",{"$f":"INDEX(L88:N90,3,MATCH($B$95,L88:N88))","v":0.23534930620672767},null,null,null,"Ausnutzung N+V Beton Rand",{"$f":"INDEX(Q88:S90,3,MATCH($G$95,Q88:S88))","v":0.48736196318394776}]

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[]
["Ausschreibungstexte für Hilti Kappenverankerung mit HPA und mit HIT-Z-R-D M16 für statische und ermüdungsrelevante Einwirkungen:"]
["https://www.ausschreiben.de/katalog/hilti/position/137"]
[]
["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\nSechskantmutter oder Kopfplatte HPA-K 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 oder Kopfplatte HPA-K M20 / 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}]
[]
["3.","Hilti Kappenverankerung (ermüdungsrelevante Einwirkungen)\nLieferung und Montage\nKappenverankerung entsprechend statischen und konstruktiven Erfordernissen nach Unterlagen des AG\neinschließlich Abdichtung und Zubehör herstellen.\nInjektionsanker zugelassen für gerissenen Beton und ermüdungsrelevante Einwirkungen.\nBei Verwendung von Hohlbohrer mit Staubsauger (automatischer Staubabsaugung) kann die Bohrlochreinigung entfallen.\nEin Prüfbericht zur Dichtheit des Kappenankers in der Dichtungsschicht ist vorzulegen.\nEinbau zwischen der vorhandenen Bewehrung im eingemessenen Bereich. Vorhandene Bewehrung darf nicht beschädigt werden.\nEinbauort = Außenkappe\nVerbundanker M16 aus nichtrostendem Stahl (A4-70; Korr.-Widerstandskl. III) \nVerankerungstiefe im Tragwerk 125 mm, Verankerungslänge in Kappe (Kopfbolzen) = 90 mm\nin hammergebohrten Löchern mit automatischer Selbstreinigung (staubfreie Bohrlocherstellung) - SAFEset\nMontage entsprechend ETA-19/0802.\nEinbau und Montage als nachträgliche Verbindung durch geschultes Fachpersonal.\n \nLieferung und Montage\nErzeugnis: Hilti Kappenverankerung bestehend aus:\nInjektionsmörtel -System HIT-HY 200-A\nHIT-Z-R-D  M16 x 240\nmit Stauscheibe HIW\noder gleichwertiges Erzeugnis"]
[null,null,0,"Stk",0,{"$f":"(E21*C21)","v":0}]
[null,null,null,"Gesamt Netto",null,{"$f":"SUM(F21:F21)","v":0}]
[null,null,null,"MwSt.",0.19,{"$f":"(F22*E23)","v":0}]
[null,null,null,"Gesamt Brutto",null,{"$f":"(F22+F23)","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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