{"text_format":"1","workbook":"xlsx","n_sheets":3,"sheets":["Ark1","Ark2","Makro"],"not_rendered":{"charts":0,"images":5,"macros":1,"external_links":0,"defined_names":5,"comments":1,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Ark1","index":0,"n_rows":31,"n_cols":23,"rows_kept":31,"cut":false,"hidden":false,"merged":[[26,19,28,22],[30,19,30,22],[2,9,4,17],[7,19,24,22],[2,2,2,5],[3,2,3,5],[18,6,18,8],[24,14,24,15],[24,16,24,17],[2,7,2,8],[3,7,3,8]]}
[]
[null,null,{"$f":"Makro!D20","v":0},null,null,null,null,null,null,"Væglaste",null,null,null,null,null,null,null,"Betonelement-Foreningen feb 2019"]
[null,"Sag:","Betonelementhuset",null,null,null,"Nr.:","23 - 4545",null,{"$f":"IF(LEN(Makro!E25)>0,Makro!E25,\"\")","v":"For ny bruger: Klik på knappen 'angiv nyt brugernavn' for ibrugtagning."}]
[null,"Emne:","Væg B/8, kld.-5. sal (STR 6.10b)",null,null,null,"Init:","JFJ"]
[]
[null,null,null,null,null,null,null,null,null,"Resulterende lasttilfælde, lodrette lastandele",null,null,null,null,null,"N1   (kN)","N0   (kN)","N2    (kN)"]
[null,null,null,null,null,null,null,null,null,"Hovedtilfælde I - a :",null,null,"A:      Min N1        + min N0         + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G24)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H24)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I24)","v":"-"},null,"Vejledning:"]
[null,null,null,null,null,null,null,null,null,null,null,null,"B:      Reduc N1 + min N0      + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G25)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H25)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I25)","v":"-"},null,"Inddata vedrørende lodret last kan overføres fra modulet \"lodret lastnedføring\". Ved undersøgelse af endesektioner i stabiliserende vægge kan tillægget til de lodrette laste hentes fra modulet \"stabilitet\". På den sikre side kan herfra benyttes max-værdierne også i kolonnerne \"reduc.\" Hvis det vælges at bruge værdier svarende reduc. vind på bygningen ved undersøgelse af en væg, skal forholdene ved masselast også kontrolleres under resulterende lasttilfælde svarer hovedtilfælde I - a og I - b til udknækning ud af væggens plan. For hvert hovedtilfælde skal lasttilfælde A, B, C og D kombineres med maksimal tværlast. Lasttilfælde  E, F, G, H og I skal kombineres med reduc. tværlast."]
[null,null,null,null,null,null,null,null,null,null,null,null,"C:      Reduc N1 + reduc N0  + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G26)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H26)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I26)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"D:      Reduc N1 + reduc N0  + reduc N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G27)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H27)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I27)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"E:      Max N1     + min N0        + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G28)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H28)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I28)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"F:      Max N1     + reduc N0  + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G29)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H29)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I29)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"G:      Max N1    + reduc N0  + max N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G30)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H30)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I30)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"H:      Max  N1    + max N0    + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G31)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H31)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I31)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"I :       Max  N1    + max N0    + max N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G32)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H32)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I32)","v":"-"}]
[null,null,null,null,null,null,null,null,null,"Hovedtilfælde I - b :",null,null,"A:      Min N1        + min N0         + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G33)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H33)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I33)","v":"-"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"B:      Reduc N1 + min N0      + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G34)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H34)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I34)","v":"-"}]
[null,"Lastbredde",null,null,null,null,"B1 =",null,1,null,null,null,"C:      Reduc N1 + reduc N0  + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G35)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H35)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I35)","v":"-"}]
[null,"Lastnedføringsskema",null,null,null,null,"Modul B / 5-12",null,null,null,null,null,"D:      Reduc N1 + reduc N0  + reduc N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G36)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H36)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I36)","v":"-"}]
[null,"Lodrette laste fra lastnedføringsskema",null,null,null,null,"nv","no","nh",null,null,null,"E:      Max N1     + min N0        + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G37)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H37)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I37)","v":"-"}]
[null,null,null,null,null,null,"(kN/m)","(kN/m)","(kN/m)",null,null,null,"F:      Max N1     + reduc N0  + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G38)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H38)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I38)","v":"-"}]
[null,"Største maksimalværdier",null,null,null,null,78.099999999999994,456,59.3,null,null,null,"G:      Max N1    + reduc N0  + max N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G39)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H39)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I39)","v":"-"}]
[null,"Største reduc. værdier",null,null,null,null,78.099999999999994,427.6,55.8,null,null,null,"H:      Max  N1    + max N0    + min N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G40)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H40)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I40)","v":"-"}]
[null,"Mindste minimalværdier",null,null,null,null,11.7,9,8.4,null,null,null,"I :       Max  N1    + max N0    + max N2",null,null,{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!G41)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!H41)","v":"-"},{"$f":"IF(Makro!$E$20=1,\"-\",'Ark2'!I41)","v":"-"}]
[null,"Tværlaste i hovedtilfælde",null,null,null,null,null,"I - a","I - b","Evt. tillæg til lodret last fra stabilitetsberegning",null,null,null,null,"fra vindlast",null,"fra masselast"]
[null,"Fladelaste på væg:",null,null,null,null,null,"(kN/m2)","(kN/m2)","I hovedtilfældene er max Dn0 kombineret med reduc n0",null,null,null,null,"reduc.","max","reduc.","max"]
[null,"Maksimal tværlast",null,null,null,null,null,1.2,1.2,"og reduc Dn0 kombineret med max n0 i de tilfælde, hvor",null,null,null,null,"Dno","Dno","Dno","Dno",null," NB:  Resultaterne skal altid kontrolleres af ansvarlig statiker"]
[null,"Reduc. tværlast",null,null,null,null,null,0.6,0.6,"Dn0 kommer fra vindlast - og omvendt ved masselast.",null,null,null,null,"(kN/m)","(kN/m)","(kN/m)","(kN/m)"]
[null,"Resulterende tværlaste på vægside:",null,null,null,null,null,"(kN/m)","(kN/m)","Normalkraft ved dimensionsgivende vandret last"]
[null,"Maksimal tværlast, wmax",null,null,null,null,null,{"$f":"H27*$I$18","v":1.2},{"$f":"I27*$I$18","v":1.2},"Normalkraft ved samme lodrette last, men uden vandret last",null,null,null,null,null,null,null,null,null,"Vejledning:",null,null,"Betonelementbyggeriers statik"]
[null,"Reduc. tværlast, wreduc",null,null,null,null,null,{"$f":"H28*$I$18","v":0.6},{"$f":"I28*$I$18","v":0.6},"Resulterende tillæg til lodret last",null,null,null,null,{"$f":"O29-O30","v":0},{"$f":"P29-P30","v":0},{"$f":"Q29-Q30","v":0},{"$f":"R29-R30","v":0},null,"Polyteknisk Forlag 2010 eller www.bef.dk"]

{"sheet":"Ark2","index":1,"n_rows":41,"n_cols":10,"rows_kept":41,"cut":false,"hidden":false,"merged":[]}
["N1   (kN)","N0   (kN)","N2    (kN)","w",null,null,"N1   (kN)","N0   (kN)","N2    (kN)","w"]
[{"$f":"'Ark2'!G24","v":8.4},{"$f":"'Ark2'!H24","v":9},{"$f":"'Ark2'!I24","v":11.7},{"$f":"'Ark1'!H30","v":1.2},null,null,8.4,9,11.7,1.2]
[{"$f":"'Ark2'!G25","v":55.8},{"$f":"'Ark2'!H25","v":9},{"$f":"'Ark2'!I25","v":11.7},{"$f":"'Ark1'!H30","v":1.2},null,null,55.8,9,11.7,1.2]
[{"$f":"'Ark2'!G26","v":55.8},{"$f":"'Ark2'!H26","v":427.6},{"$f":"'Ark2'!I26","v":11.7},{"$f":"'Ark1'!H30","v":1.2},null,null,55.8,427.6,11.7,1.2]
[{"$f":"'Ark2'!G27","v":55.8},{"$f":"'Ark2'!H27","v":427.6},{"$f":"'Ark2'!I27","v":78.099999999999994},{"$f":"'Ark1'!H30","v":1.2},null,null,55.8,427.6,78.099999999999994,1.2]
[{"$f":"'Ark2'!G28","v":59.3},{"$f":"'Ark2'!H28","v":9},{"$f":"'Ark2'!I28","v":11.7},{"$f":"'Ark1'!H31","v":0.6},null,null,59.3,9,11.7,0.6]
[{"$f":"'Ark2'!G29","v":59.3},{"$f":"'Ark2'!H29","v":427.6},{"$f":"'Ark2'!I29","v":11.7},{"$f":"'Ark1'!H31","v":0.6},null,null,59.3,427.6,11.7,0.6]
[{"$f":"'Ark2'!G30","v":59.3},{"$f":"'Ark2'!H30","v":427.6},{"$f":"'Ark2'!I30","v":78.099999999999994},{"$f":"'Ark1'!H31","v":0.6},null,null,59.3,427.6,78.099999999999994,0.6]
[{"$f":"'Ark2'!G31","v":59.3},{"$f":"'Ark2'!H31","v":456},{"$f":"'Ark2'!I31","v":11.7},{"$f":"'Ark1'!H31","v":0.6},null,null,59.3,456,11.7,0.6]
[{"$f":"'Ark2'!G32","v":59.3},{"$f":"'Ark2'!H32","v":456},{"$f":"'Ark2'!I32","v":78.099999999999994},{"$f":"'Ark1'!H31","v":0.6},null,null,59.3,456,78.099999999999994,0.6]
[{"$f":"'Ark2'!G33","v":11.7},{"$f":"'Ark2'!H33","v":9},{"$f":"'Ark2'!I33","v":8.4},{"$f":"'Ark1'!I30","v":1.2},null,null,11.7,9,8.4,1.2]
[{"$f":"'Ark2'!G34","v":78.099999999999994},{"$f":"'Ark2'!H34","v":9},{"$f":"'Ark2'!I34","v":8.4},{"$f":"'Ark1'!I30","v":1.2},null,null,78.099999999999994,9,8.4,1.2]
[{"$f":"'Ark2'!G35","v":78.099999999999994},{"$f":"'Ark2'!H35","v":427.6},{"$f":"'Ark2'!I35","v":8.4},{"$f":"'Ark1'!I30","v":1.2},null,null,78.099999999999994,427.6,8.4,1.2]
[{"$f":"'Ark2'!G36","v":78.099999999999994},{"$f":"'Ark2'!H36","v":427.6},{"$f":"'Ark2'!I36","v":55.8},{"$f":"'Ark1'!I30","v":1.2},null,null,78.099999999999994,427.6,55.8,1.2]
[{"$f":"'Ark2'!G37","v":78.099999999999994},{"$f":"'Ark2'!H37","v":9},{"$f":"'Ark2'!I37","v":8.4},{"$f":"'Ark1'!I31","v":0.6},null,null,78.099999999999994,9,8.4,0.6]
[{"$f":"'Ark2'!G38","v":78.099999999999994},{"$f":"'Ark2'!H38","v":427.6},{"$f":"'Ark2'!I38","v":8.4},{"$f":"'Ark1'!I31","v":0.6},null,null,78.099999999999994,427.6,8.4,0.6]
[{"$f":"'Ark2'!G39","v":78.099999999999994},{"$f":"'Ark2'!H39","v":427.6},{"$f":"'Ark2'!I39","v":59.3},{"$f":"'Ark1'!I31","v":0.6},null,null,78.099999999999994,427.6,59.3,0.6]
[{"$f":"'Ark2'!G40","v":78.099999999999994},{"$f":"'Ark2'!H40","v":456},{"$f":"'Ark2'!I40","v":8.4},{"$f":"'Ark1'!I31","v":0.6},null,null,78.099999999999994,456,8.4,0.6]
[{"$f":"'Ark2'!G41","v":78.099999999999994},{"$f":"'Ark2'!H41","v":456},{"$f":"'Ark2'!I41","v":59.3},{"$f":"'Ark1'!I31","v":0.6},null,null,78.099999999999994,456,59.3,0.6]
[]
[]
[]
[]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I23","v":55.8},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I23","v":55.8},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I23","v":55.8},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!G23","v":78.099999999999994}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3},{"$f":"'Ark1'!I18*('Ark1'!H22+MAX('Ark1'!O31,'Ark1'!R31))","v":456},{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3},{"$f":"'Ark1'!I18*('Ark1'!H22+MAX('Ark1'!O31,'Ark1'!R31))","v":456},{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G24","v":11.7},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G23","v":78.099999999999994},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G23","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G23","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!I23","v":55.8}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994},{"$f":"'Ark1'!I18*'Ark1'!H24","v":9},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H23+MAX('Ark1'!P31,'Ark1'!Q31))","v":427.6},{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H22+MAX('Ark1'!O31,'Ark1'!R31))","v":456},{"$f":"'Ark1'!I18*'Ark1'!I24","v":8.4}]
[null,null,null,null,null,null,{"$f":"'Ark1'!I18*'Ark1'!G22","v":78.099999999999994},{"$f":"'Ark1'!I18*('Ark1'!H22+MAX('Ark1'!O31,'Ark1'!R31))","v":456},{"$f":"'Ark1'!I18*'Ark1'!I22","v":59.3}]

{"sheet":"Makro","index":2,"n_rows":25,"n_cols":5,"rows_kept":25,"cut":false,"hidden":false,"merged":[]}
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[{"$f":"IF(E20=1,0,1000000)","v":0},null,null,null,1]
[]
[]
[]
[]
[null,null,"For ny bruger: Klik på knappen 'angiv nyt brugernavn' for ibrugtagning.",null,{"$f":"IF(E20=1,C25,\"\")","v":"For ny bruger: Klik på knappen 'angiv nyt brugernavn' for ibrugtagning."}]