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{"sheet":"В35","index":0,"n_rows":47,"n_cols":56,"rows_kept":47,"cut":false,"hidden":false,"merged":[[8,1,8,34],[9,1,9,34],[0,3,1,4],[12,17,12,18],[13,17,13,18],[0,14,0,22],[1,14,1,22],[2,18,4,18],[3,21,3,32],[7,1,7,34],[15,30,16,30],[15,32,16,32],[15,39,16,39],[15,41,16,41],[14,33,14,34],[14,45,14,48],[12,5,12,6],[13,5,13,6],[12,13,12,14],[13,13,13,14],[14,27,14,29],[14,36,14,38],[14,42,14,43],[12,28,12,34],[13,28,13,34]]}
["В35","2022-06-15",null,16,null,null,null,null,null,null,null,null,null,null,"Уровнение градуировочной зависимости ",null,null,null,null,null,null,null,null,null,null,"r < 0,7",null,null,"Sт < 0,15"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Rн = \" & FIXED(AP16,2) & \" * H + \" & FIXED(AO18,2)","v":"Rн = 2,90 * H + -67,67"},null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(AU16:AU47)/(SQRT(SUM(AV16:AV47))*SQRT(SUM(AW16:AW47)))","v":0.8017986273697012},null,null,{"$f":"(SQRT(SUM(AR16:AR47)/(COUNT(AR16:AR47)-2))*1.5)-SQRT(SUM(AR16:AR47)/(COUNT(AR16:AR47)-1))","v":1.9086169092532614}]
[null,"Инженер строительной лаборатории: ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6.1.7","МИН","МАКС"]
[null,"/ И.П. Собакин /",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"INDEX('Условие 6.1.7'!C3:C83,MATCH(W14,'Условие 6.1.7'!B3:B83,1))","v":0.7},{"$f":"INDEX('Условие 6.1.7'!D3:D83,MATCH(W14,'Условие 6.1.7'!C3:C83,1))","v":1.2},{"$f":"\"- от \"&ROUND(T5,2)&\" МПа до \"&ROUND(U5,2)&\" МПа, \"&VLOOKUP(T4,'Условие 6.1.7'!C3:E83,3)","v":"- от 38,79 МПа до 66,49 МПа, среднего значения прочности бетона при ≤ 80 Мпа"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"T4*W14","v":38.787878473097948},{"$f":"U4*W14","v":66.493505953882192}]
[]
[]
[]
[]
[]
[]
[]
[null,"Отбраковывается",null,null,null,"Hmin",null,null,null,null,null,null,null,"Hmax",null,null,null,"ср.зн.H",null,null,"cр.зн Rф",null,null,null,null,null,null,null,"Уровнение градуировочной зависимости "]
[null,null,null,null,null,{"$f":"MIN(F16:O47)","v":37},null,null,null,null,null,null,null,{"$f":"MAX(F16:O47)","v":49},null,null,null,{"$f":"SUM(R16:R47)/COUNT(R16:R47)","v":42.670461309523802},null,null,{"$f":"SUM(U16:U42)/COUNT(U16:U42)","v":55.875692592592578},null,{"$f":"SUM(W16:W47)/COUNT(W16:W47)","v":55.411254961568496},null,null,null,null,null,{"$f":"\"Rн = \" &   FIXED( AG16,2) & \" * H + \" & FIXED(AF18,2)","v":"Rн = 1,38 * H + -3,04"}]
[null,"Если требуется дополнить количество более 32 то следует дополнить строки во внутрь существующей таблицы","Наименьшее значение для отбраковки","Наибольшее значение для отбраковки","№","1","2","3","4","5","6","7","8","9","10","max","min","Среднее значение по склерометру","Разделение на группы","Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН","Показания Riф (Мпа)","До отбраковки RiH","После отбраковки RiH","До отбраковки RiH-Riф/Sт","После отбраковки RiH-Riф/Sт","Примечание",null,"Промежуточные данные  для расчета а1",null,null,null,null,null,"Sт",null,null,"Промежуточные данные  для расчета а1",null,null,null,null,null,"Sт",null,null,"Коэффициент корреляции град.зависимости",null,null,null,null,null,"значение по склерометру","Факт","До отбраковки","После отбраковки","Отбраковкованные значения"]
[null,null,{"$f":"IFERROR(IF(P16>4,LARGE(F16:O16,1),\"\"),\"\")","v":""},{"$f":"IFERROR(IF(Q16>4,SMALL(F16:O16,1),\"\"),\"\")","v":""},1,42,40,42,43,40,41,44,38,41,40,{"$f":"IFERROR(MAX(F16:O16)-AVERAGE(F16:O16),\"\")","v":2.8999999999999986},{"$f":"IFERROR(AVERAGE(F16:O16)-MIN(F16:O16),\"\")","v":3.1000000000000014},{"$f":"IFERROR(AVERAGE(F16:O16),\"\")","v":41.1},{"$f":"IF(R16=\"\",\"\",IF(R16<=$R$14,1,2))","v":1},561.79,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":53.370049999999992},{"$f":"IFERROR($AG$16*R16+($AF$18),\"\")","v":53.707247744831406},{"$f":"IF(Z16=\"Отбраковывается\",\"\",IFERROR($AP$16*R16+($AO$18),\"\"))","v":51.328521332402488},{"$f":"IF(V16=\"\",\"\",(V16-U16)/SQRT(SUM($AI$16:$AI$47)/(COUNT($AI$16:$AI$47)-2)))","v":6.1847165800554799E-2},{"$f":"IF(W16=\"\",\"\",(W16-U16)/SQRT(SUM($AR$16:$AR$47)/(COUNT($AR$16:$AR$47)-2)))","v":-0.55642993829526832},null,null,1,{"$f":"IFERROR((R16-$R$14)*(U16-$U$14),\"\")","v":3.9350147471615631},{"$f":"IFERROR(POWER((R16-$R$14),2),\"\")","v":2.4663487247112097},"а1=",{"$f":"SUM(AC16:AC47)","v":143.02358941344258},{"$f":"AF16/AF17","v":1.3807693539541546},1,{"$f":"IFERROR(POWER(U16-V16,2),\"\")","v":0.11370231911939144},null,1,{"$f":"IF(Z16=\"Отбраковывается\",\"\",IFERROR((R16-$R$14)*(U16-$U$14),\"\"))","v":3.9350147471615631},{"$f":"IF(Z16=\"Отбраковывается\",\"\",IFERROR(POWER((R16-$R$14),2),\"\"))","v":2.4663487247112097},"а1=",{"$f":"SUM(AL16:AL47)","v":199.10801628632973},{"$f":"AO16/AO17","v":2.8954366673120377},1,{"$f":"IFERROR(POWER(U16-W16,2),\"\")","v":4.1678393006224397},null,1,{"$f":"IFERROR((W16-$W$14)*(U16-$W$14),\"\")","v":8.3336961406162366},{"$f":"IFERROR(POWER((W16-$W$14),2),\"\")","v":16.668713886723037},{"$f":"IF(AV16=\"\",\"\",POWER((U16-$W$14),2))","v":4.1665176951318763},null,1,{"$f":"IF(R16=\"\",\"\",R16)","v":41.1},{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":53.370049999999992},{"$f":"IF(V16=\"\",\"\",V16)","v":53.707247744831406},{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":51.328521332402488}]
[null,null,{"$f":"IFERROR(IF(P17>4,LARGE(F17:O17,1),\"\"),\"\")","v":""},{"$f":"IFERROR(IF(Q17>4,SMALL(F17:O17,1),\"\"),\"\")","v":""},2,44,null,42,43,41,null,40,46,43,null,{"$f":"IFERROR(MAX(F17:O17)-AVERAGE(F17:O17),\"\")","v":3.2857142857142847},{"$f":"IFERROR(AVERAGE(F17:O17)-MIN(F17:O17),\"\")","v":2.7142857142857153},{"$f":"IFERROR(AVERAGE(F17:O17),\"\")","v":42.714285714285715},2,571.54999999999995,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":54.297249999999998},{"$f":"IFERROR($AG$16*R17+($AF$18),\"\")","v":55.936203987643111},{"$f":"IF(Z17=\"Отбраковывается\",\"\",IFERROR($AP$16*R17+($AO$18),\"\"))","v":56.00258338106336},0.30060894702579488,0.46479805209623787,null,null,2,-6.9174307071221561E-2,1.9205784527360377E-3,null,{"$f":"SUM(AD16:AD47)","v":103.58253462380318},null,2,{"$f":"IFERROR(POWER(U17-V17,2),\"\")","v":2.6861701736112611},null,2,-6.9174307071221561E-2,1.9205784527360377E-3,null,{"$f":"SUM(AM16:AM47)","v":68.766144510827971},null,2,{"$f":"IFERROR(POWER(U17-W17,2),\"\")","v":2.9081619405689971},null,2,-0.65874279323373675,0.34966929970229443,1.2410070543992291,null,2,{"$f":"IF(R17=\"\",\"\",R17)","v":42.714285714285715},{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":54.297249999999998},{"$f":"IF(V17=\"\",\"\",V17)","v":55.936203987643111},{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":56.00258338106336}]
[null,null,"","",3,41,41,44,42,40,41,46,41,43,42,3.8999999999999986,2.1000000000000014,42.1,1,531.9,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.530499999999996},55.088017098785564,54.223957999714528,0.83591755866688366,1.006672421257669,null,null,3,3.0492255660272813,0.32542610566360902,"а0=",{"$f":"U14-AG16*R14","v":-3.0423727026843466},null,3,20.770962105722813,null,3,3.0492255660272813,0.32542610566360902,"а0=",{"$f":"U14-AP16*R14","v":-67.673925694122261},null,3,13.641631995655272,null,3,5.7949055374239551,1.4096740756276605,23.821768994875519,null,3,42.1,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.530499999999996},55.088017098785564,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":54.223957999714528}]
[null,null,"","",4,45,40,42,39,39,42,38,41,45,40,3.8999999999999986,3.1000000000000014,41.1,1,531.53,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.495349999999988},53.707247744831406,51.328521332402488,0.58911061952188482,0.22708545828243581,null,null,4,8.4496198736496382,2.4663487247112097,null,null,null,4,10.316287123253151,null,4,8.4496198736496382,2.4663487247112097,null,null,null,4,0.6941744691373577,null,4,20.070330504379776,16.668713886723037,24.166121591173873,null,4,41.1,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.495349999999988},53.707247744831406,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":51.328521332402488}]
[null,null,"","",5,45,49,46,44,44,45,43,44,48,43,3.8999999999999986,2.1000000000000014,45.1,2,501.46,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":47.638699999999993},59.230325160648029,"",2.1260793531312281,"","Отбраковывается",null,5,-20.012092196869549,5.9026582485208072,null,null,null,5,134.36577386496862,null,5,"","",null,null,null,5,"",null,5,"","","",null,5,45.1,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":47.638699999999993},59.230325160648029,null,{"$f":"IF(W20=\"\",BA20,\"\")","v":47.638699999999993}]
[null,null,"","",6,40,41,44,null,41,44,40,44,42,44,1.7777777777777786,2.2222222222222214,42.222222222222221,1,526.41999999999996,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.009899999999995},55.256777797602176,54.577844703497107,0.96235673594374638,1.2450186126919531,null,null,6,2.6292775180040699,0.20091827938495369,null,null,null,6,27.529726622970717,null,6,2.6292775180040699,0.20091827938495369,null,null,null,6,20.866118814207319,null,6,4.5015446324559809,0.69457265825861902,29.17463542086066,null,6,42.222222222222221,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.009899999999995},55.256777797602176,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":54.577844703497107}]
[null,null,"","",7,42,42,40,40,46,41,43,42,42,null,4,2,42,1,534.82000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.807900000000004},54.949940163390146,53.934414332983323,0.75971280551067766,0.85214878683455597,null,null,7,3.3977588580246398,0.44951836756837099,null,null,null,7,17.156496715137035,null,7,3.3977588580246398,0.44951836756837099,null,null,null,7,9.7750918743501298,null,7,6.7984216350434838,2.1810582422398475,21.190876902197253,null,7,42,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.807900000000004},54.949940163390146,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":53.934414332983323}]
[null,null,"","",8,40,41,40,39,44,39,40,44,42,40,3.1000000000000014,1.8999999999999986,40.9,1,490.03,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":46.552849999999992},53.43109387404057,50.749433998940077,1.2615739453035832,1.1438021971688117,null,null,8,16.505732104965759,3.1345332485207398,null,null,null,8,47.310238790776737,null,8,16.505732104965759,3.1345332485207398,null,null,null,8,17.611317260159954,null,8,41.296297945291634,21.732574687601755,78.471338463141478,null,8,40.9,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":46.552849999999992},53.43109387404057,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":50.749433998940077}]
[null,null,"","",9,45,null,48,48,44,44,45,46,45,47,2.2222222222222214,1.7777777777777786,45.777777777777779,2,721.26,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":68.5197},60.166179944994731,64.872730631717701,-1.532161907305968,-0.99400168744440831,null,null,9,39.288932441762356,9.6554156338823685,null,null,null,9,69.781297309375233,null,9,39.288932441762356,9.6554156338823685,null,null,null,9,13.300385573189393,null,9,124.02523380460775,89.519521856825364,171.83133132557953,null,9,45.777777777777779,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":68.5197},60.166179944994731,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":64.872730631717701}]
[null,null,"","",10,44,45,42,43,null,46,45,47,42,48,3.3333333333333357,2.6666666666666643,44.666666666666664,2,659.28,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":62.631599999999992},58.631991773934551,61.655578779148755,-0.73358863422531151,-0.26601998605889687,null,null,10,13.486178559027826,3.9848358278858638,null,null,null,10,15.99686596201034,null,10,13.486178559027826,3.9848358278858638,null,null,null,10,0.95261742355193935,null,10,45.086172494625245,38.991579938800101,52.133382474002325,null,10,44.666666666666664,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":62.631599999999992},58.631991773934551,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":61.655578779148755}]
[null,null,"","",11,40,40,41,39,45,44,40,41,null,40,3.8888888888888857,2.1111111111111143,41.111111111111114,1,643.29999999999995,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":61.113499999999995},53.72258962654201,"",-1.3556047342867974,"","Отбраковывается",null,11,-8.1675760199881982,2.4315730412896874,null,null,null,11,54.62555614848884,null,11,"","",null,null,null,11,"",null,11,"","","",null,11,41.111111111111114,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":61.113499999999995},53.72258962654201,null,61.113499999999995]
[null,null,"","",12,43,41,39,40,41,40,42,41,null,null,2.125,1.875,40.875,1,674.06,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":64.035699999999991},53.396574640191723,"",-1.9513764851242521,"","Отбраковывается",null,12,-14.650977585427636,3.2236813139969249,null,null,null,12,113.19098842171542,null,12,"","",null,null,null,12,"",null,12,"","","",null,12,40.875,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":64.035699999999991},53.396574640191723,null,64.035699999999991]
[null,null,"","",13,44,null,null,null,42,41,43,39,null,41,2.3333333333333357,2.6666666666666643,41.666666666666664,1,559.84,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":53.184800000000003},54.489683712072093,52.969268777212633,0.23933540638391448,-5.8744227744503066E-2,null,null,13,2.7011035689483811,1.007603685028688,null,null,null,13,1.7027215020310382,null,13,2.7011035689483811,1.007603685028688,null,null,null,13,4.6453707996218646E-2,null,13,5.4369722562408214,5.9632965245849023,4.957101695892959,null,13,41.666666666666664,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":53.184800000000003},54.489683712072093,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":52.969268777212633}]
[null,null,"","",14,43,39,46,41,45,42,44,43,44,42,3.1000000000000014,3.8999999999999986,42.9,2,530.91,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.436449999999994},56.192632581948885,56.540307333564158,1.0557709355442066,1.6636401013536184,null,null,14,-1.2485166218860562,5.2688010425527329E-2,null,null,null,14,33.133637916731807,null,14,-1.2485166218860562,5.2688010425527329E-2,null,null,null,14,37.257074348505029,null,14,-5.6168153420747071,1.2747592587090317,24.748684405646586,null,14,42.9,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.436449999999994},56.192632581948885,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":56.540307333564158}]
[null,null,"","",15,44,43,null,42,40,43,46,42,43,42,3.2222222222222214,2.7777777777777786,42.777777777777779,2,632.94000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":60.129300000000001},56.023871883132266,56.18642062978158,-0.75299760249915981,-1.0746535963456116,null,null,15,0.45648212430191959,1.151682435850683E-2,null,null,null,15,16.854540022768155,null,15,0.45648212430191959,1.151682435850683E-2,null,null,null,15,15.546297728094011,null,15,3.6572665348751845,0.60088181317623746,22.259948984668142,null,15,42.777777777777779,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":60.129300000000001},56.023871883132266,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":56.18642062978158}]
[null,null,"","",16,43,42,38,43,42,39,38,43,null,42,1.8888888888888857,3.1111111111111143,41.111111111111114,1,589.37,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":55.990149999999993},53.72258962654201,51.360692850928189,-0.41590486451841335,-1.261784170207144,null,null,16,-0.17847918095055326,2.4315730412896874,null,null,null,16,5.1418300472769047,null,16,-0.17847918095055326,2.4315730412896874,null,null,null,16,21.431873495092038,null,16,-2.344850308708287,16.407053412154859,0.33511946552060468,null,16,41.111111111111114,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":55.990149999999993},53.72258962654201,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":51.360692850928189}]
[null,null,"","",17,null,null,42,43,41,null,43,43,null,44,1.3333333333333357,1.6666666666666643,42.666666666666664,1,548.20000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":52.079000000000001},55.870453066026244,55.864705444524674,0.69540982997019507,1.0318149729339126,null,null,17,1.440709242722781E-2,1.4399314413223706E-5,null,null,null,17,14.375116351879798,null,17,1.440709242722781E-2,1.4399314413223706E-5,null,null,null,17,14.331565712703753,null,17,-1.5110126216563553,0.20561734049319133,11.103923128897851,null,17,42.666666666666664,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":52.079000000000001},55.870453066026244,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":55.864705444524674}]
[null,null,"","",18,46,42,43,41,null,44,42,null,43,41,3.25,1.75,42.75,2,581.29,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":55.222549999999998},55.985517178855758,56.105991833467357,0.13993971885744852,0.24078696159686594,null,null,18,-5.1950106509042943E-2,6.3264032826684819E-3,null,null,null,18,0.58211891601111754,null,18,-5.1950106509042943E-2,6.3264032826684819E-3,null,null,null,18,0.78046947312016812,null,18,-0.13110029471189263,0.48265932117581489,3.5609562520568024E-2,null,18,42.75,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":55.222549999999998},55.985517178855758,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":56.105991833467357}]
[null,null,"","",19,null,null,46,null,45,46,44,46,46,48,2.1428571428571459,1.8571428571428541,45.857142857142854,2,568.53,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":54.010349999999995},60.275764814356165,"",1.1491718280217813,"","Отбраковывается",null,19,-5.9442528198026681,10.154939285935759,null,null,null,19,39.255422795953756,null,19,"","",null,null,null,19,"",null,19,"","","",null,19,45.857142857142854,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":54.010349999999995},60.275764814356165,null,54.010349999999995]
[null,null,"","",20,39,41,43,40,42,null,40,39,42,null,2.25,1.75,40.75,1,543.23,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":51.606850000000001},53.223978470947451,50.315118498843276,0.29660581719930579,-0.35206857042499157,null,null,20,8.1981470355213215,3.6881716413778753,null,null,null,20,2.6151044915488351,null,20,8.1981470355213215,3.6881716413778753,null,null,null,20,1.6685702710806074,null,20,19.387766843621939,25.970606846717512,14.473497111606974,null,20,40.75,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":51.606850000000001},53.223978470947451,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":50.315118498843276}]
[null,null,"","",21,null,41,39,42,41,45,42,45,43,39,3.1111111111111143,2.8888888888888857,41.888888888888886,1,568.11,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":53.970450000000007},54.796521346284123,53.612699147726417,0.15151397748008194,-9.7506974952222103E-2,null,null,21,1.4890850649893193,0.61085544869712194,null,null,null,21,0.68239386915165312,null,21,1.4890850649893193,0.61085544869712194,null,null,null,21,0.12798567230247981,null,21,2.5913681402415181,3.2348030155051415,2.0759189372803744,null,21,41.888888888888886,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":53.970450000000007},54.796521346284123,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":53.612699147726417}]
[null,null,"","",22,43,38,37,null,39,43,37,43,40,39,3.1111111111111143,2.8888888888888857,39.888888888888886,1,575.23,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":54.646850000000001},52.034982638375816,47.82182581310235,-0.47905597305874831,-1.8601981189165921,null,null,22,3.4181146648570229,7.7371451312367858,null,null,null,22,6.8218511147176812,null,22,3.4181146648570229,7.7371451312367858,null,null,null,22,46.580955151737932,null,22,5.8013972965600784,57.599434799587556,0.58431494527053218,null,22,39.888888888888886,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":54.646850000000001},52.034982638375816,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":47.82182581310235}]
[null,null,"","",23,42,41,null,40,46,39,44,42,46,43,3.4444444444444429,3.5555555555555571,42.555555555555557,1,576.57000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":54.774150000000006},55.717034248920235,55.542990259267796,0.17293923037016792,0.20955166822454752,null,null,23,0.12657358212998437,1.3203332295010745E-2,null,null,null,23,0.88903070686186547,null,23,0.12657358212998437,1.3203332295010745E-2,null,null,null,23,0.59111534427096302,null,23,-8.3929211777926518E-2,1.7354188659923379E-2,0.40590273205518662,null,23,42.555555555555557,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":54.774150000000006},55.717034248920235,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":55.542990259267796}]
[null,null,"","",24,44,46,46,43,42,40,43,44,43,42,2.7000000000000028,3.2999999999999972,43.3,2,648.29,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":61.587549999999993},56.744940323530543,57.698482000488966,-0.88820784883278647,-1.0599870094112558,null,null,24,3.5958352324460208,0.39631896280648304,null,null,null,24,23.450868478635556,null,24,3.5958352324460208,0.39631896280648304,null,null,null,24,15.124849904820707,null,24,14.126589012250864,5.2314075275689014,38.146620401753538,null,24,43.3,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":61.587549999999993},56.744940323530543,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":57.698482000488966}]
[null,null,"","",25,43,45,44,47,48,47,46,48,47,45,2,3,46,2,587.20000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":55.783999999999999},60.473017579206761,"",0.86003673544111869,"","Отбраковывается",null,25,-0.3052940346670649,11.085827891377958,null,null,null,25,21.986885858110046,null,25,"","",null,null,null,25,"",null,25,"","","",null,25,46,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":55.783999999999999},60.473017579206761,null,55.783999999999999]
[null,null,"","",26,47,48,47,45,46,45,47,45,47,46,1.7000000000000028,1.2999999999999972,46.3,2,701.26,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":66.619699999999995},60.887248385393008,66.384792002425087,-1.05141831725331,-6.4025474964058152E-2,null,null,26,38.995790575948057,13.173551105663655,null,null,null,26,32.861001513810251,null,26,38.995790575948057,13.173551105663655,null,null,null,26,5.5181767324652874E-2,null,26,122.99628679963334,120.41851518705164,125.62924017953969,null,26,46.3,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":66.619699999999995},60.887248385393008,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":66.384792002425087}]
[null,null,"","",27,48,47,45,49,42,46,42,47,46,45,3.2999999999999972,3.7000000000000028,45.7,2,722.09,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":68.598550000000003},60.058786773020522,64.647530002037882,-1.5663217215777663,-1.0768723694958522,null,null,27,38.544388769152526,9.1781046770922554,null,null,null,27,72.927555972871005,null,27,38.544388769152526,9.1781046770922554,null,null,null,27,15.610559024296595,null,27,121.80148401477072,85.308776623197772,173.90475043064026,null,27,45.7,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":68.598550000000003},60.058786773020522,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":64.647530002037882}]
[null,null,"","",28,43,44,46,43,44,45,45,42,42,42,2.3999999999999986,1.6000000000000014,43.6,2,645.70000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":61.341499999999989},57.159171129716796,58.567113000682596,-0.76710236363583739,-0.75617453300524951,null,null,28,5.0806794598765972,0.86404217709220832,null,null,null,28,17.491874779204291,null,28,5.0806794598765972,0.86404217709220832,null,null,null,28,7.6972232219813685,null,28,18.715011478450538,9.9594399630410972,35.167806215841345,null,28,43.6,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":61.341499999999989},57.159171129716796,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":58.567113000682596}]
[null,null,"","",29,44,null,40,41,43,40,null,40,43,39,2.75,2.25,41.25,1,640.07000000000005,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":60.806650000000005},53.914363147924526,"",-1.2641496398453491,"","Отбраковывается",null,29,-7.0042342161320423,2.0177103318540737,null,null,null,29,47.503618051292513,null,29,"","",null,null,null,29,"",null,29,"","","",null,29,41.25,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":60.806650000000005},53.914363147924526,null,60.806650000000005]
[null,null,"","",30,38,40,44,40,37,39,42,40,40,41,3.8999999999999986,3.1000000000000014,40.1,1,568.67999999999995,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":54.024599999999992},52.326478390877256,48.433084665090462,-0.31146118358954855,-1.5239984537871598,null,null,30,4.7581618896053453,6.6072713437588098,null,null,null,30,2.8836169993695924,null,30,4.7581618896053453,6.6072713437588098,null,null,null,30,31.265043740528441,null,30,9.6763144642812176,48.694860686648326,1.9228119824425467,null,30,40.1,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":54.024599999999992},52.326478390877256,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":48.433084665090462}]
[null,null,"","",31,42,42,41,44,44,43,42,43,41,44,1.3999999999999986,1.6000000000000014,42.6,1,630.84,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":59.9298},55.778401775762639,55.671676333370556,-0.76142921539081798,-1.1605751742220307,null,null,31,-0.28565771687606573,4.964796139808784E-3,null,null,null,31,17.234107216201117,null,31,-0.28565771687606573,4.964796139808784E-3,null,null,null,31,18.131617160309784,null,31,1.1767256974577256,6.7819290891266912E-2,20.417249264333968,null,31,42.6,{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":59.9298},55.778401775762639,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":55.671676333370556}]
[null,null,"","",32,43,41,42,null,null,42,42,41,43,43,0.875,1.125,42.125,1,533.72,{"$f":"IF(Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]=\"\",\"\",((Расчет[[#This Row],[Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН]]*10)/100)*0.95)","v":50.703400000000002},55.122536332634418,54.296343916397333,0.81053643344009152,0.97927675150015669,null,null,32,2.8212854907958058,0.29752804018742057,null,null,null,32,19.528765926409555,null,32,2.8212854907958058,0.29752804018742057,null,null,null,32,12.909245986376593,null,32,5.2488394957165703,1.2430266386446531,22.16389833916508,null,32,{"$f":"IF(R47=\"\",\"\",R47)","v":42.125},{"$f":"Расчет[[#This Row],[Показания Riф (Мпа)]]","v":50.703400000000002},55.122536332634418,{"$f":"IFERROR(Расчет[[#This Row],[После отбраковки RiH]],)","v":54.296343916397333}]

{"sheet":"ЗАКЛЮЧЕНИЕ","index":1,"n_rows":178,"n_cols":24,"rows_kept":178,"cut":false,"hidden":false,"merged":[[86,21,86,23],[87,0,87,13],[28,0,28,23],[39,21,39,23],[86,0,86,13],[48,0,48,23],[47,0,47,23],[140,21,140,23],[88,0,88,23],[89,0,89,23],[92,0,92,23],[93,0,93,23],[94,0,94,23],[17,0,17,23],[19,0,19,23],[23,0,23,23],[22,0,22,23],[3,0,3,23],[11,0,11,23],[12,0,12,23],[14,0,14,23],[16,0,16,23],[15,0,15,23],[5,21,5,23],[6,21,6,23],[7,21,7,23],[8,21,8,23],[9,21,9,23],[156,0,156,1],[153,0,153,1],[154,0,154,1],[155,0,155,1],[18,0,18,23],[142,0,142,13],[143,0,143,23],[144,0,144,23],[148,0,148,23],[97,0,97,23],[104,0,104,23],[113,0,113,23],[117,0,117,23],[140,0,140,13],[122,0,122,23],[128,0,128,23],[24,0,24,23],[42,0,42,13],[44,0,44,23],[43,0,43,23],[39,0,39,13],[27,0,27,23],[26,0,26,23],[32,0,32,23],[31,0,31,23],[30,0,30,23],[25,0,25,23],[173,21,173,23],[175,0,175,13],[176,0,176,23],[177,0,177,23],[173,0,173,13]]}
[]
[]
[]
[{"$f":"VLOOKUP(V8,Логотип!A2:C3,3,FALSE)","v":{"$error":"#N/A"}}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"УТВЕРЖДАЮ:"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Начальник лаборатории"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B2","v":0}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"INDEX(Сотрудники!$C$2:$C$11,MATCH(ЗАКЛЮЧЕНИЕ!$V$8&ЗАКЛЮЧЕНИЕ!$V$7,Сотрудники!$A$2:$A$11&Сотрудники!$B$2:$B$11,0))","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B1","v":"2022-06-15"}]
[]
[{"$f":"В35!D1","v":16}]
["построения градуировочной зависимости по контрольным образцам-кубам"]
[]
[{"$f":"\"В испытательной строительной лаборатории \"&V8&\" \"&TEXT(V10,\"ДД МММ ГГГГ\")&\" года, были проведены испытания построения градуировочной зависимости - тарировочной кривой.\"","v":"В испытательной строительной лаборатории 0 15 июн 2022 года, были проведены испытания построения градуировочной зависимости - тарировочной кривой."}]
[{"$f":"\"Тарировачная кривая была построена на контрольных образцах-кубах бетона \"&MID(CELL(\"ИМЯФАЙЛА\",В35!A15),SEARCH(\"]\",CELL(\"ИМЯФАЙЛА\",В35!A15))+1,20)&\".\"","v":"Тарировачная кривая была построена на контрольных образцах-кубах бетона В35."}]
[{"$f":"\"Поставщик бетонной смеси является \"&В35!B6&\".\"","v":"Поставщик бетонной смеси является ."}]
["Контрольные образцы-кубы бетона, были изготовлены в соответствии с ГОСТ 10180-2012. "]
[{"$f":"\"Контрольные образцы были отобраны на строительном объекте \"&В35!B7&\":\"","v":"Контрольные образцы были отобраны на строительном объекте :"}]
[{"$f":"В35!B8","v":0}]
[]
[]
["Градуировочная зависимость (косвенная характеристика - прочность) описывается линейным уравнением:"]
[{"$f":"\"Rн = \"&FIXED(В35!AP16,2)&\" * H + \"&FIXED(В35!AO18,2)&\".\"","v":"Rн = 2,90 * H + -67,67."}]
["Условия применения градуировочной зависимости:"]
[{"$f":"В35!V4","v":"- от 38,79 МПа до 66,49 МПа, среднего значения прочности бетона при ≤ 80 Мпа"}]
[{"$f":"\"- минимальное и максимальное значения косвенной характеристики Нmin = \"&MIN(В35!F16:O47)&\" и Нmax = \"&MAX(В35!F16:O47)&\".\"","v":"- минимальное и максимальное значения косвенной характеристики Нmin = 37 и Нmax = 49."}]
[{"$f":"\"- остаточное среднеквадратическое отклонение SТ.H.M. = \"&ROUND(В35!AC2,2)&\".\"","v":"- остаточное среднеквадратическое отклонение SТ.H.M. = 1,91."}]
[{"$f":"\"- коэффициент корреляции градуировочной зависимости r = \"&ROUND(В35!Z2,2)&\".\"","v":"- коэффициент корреляции градуировочной зависимости r = 0,8."}]
[]
["Результаты испытаний контрольных образцов бетона в Приложении №1."]
["Методика устонавления градуировочной зависимости приведены в Приложении №2."]
["График тарировочной кривой в Приложении №3."]
[]
[]
[]
[]
[]
[]
[{"$f":"В35!B3","v":"Инженер строительной лаборатории: "},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B4","v":"/ И.П. Собакин /"}]
[]
[]
["Примечание:"]
[{"$f":"В35!B9","v":0}]
[{"$f":"В35!B10","v":0}]
[]
[]
["ПРИЛОЖЕНИЕ №1"]
["Результаты испытаний контрольных образцов кубов"]
["Наименьшее значение для отбраковки","Наибольшее значение для отбраковки","№","1","2","3","4","5","6","7","8","9","10","max","min","Среднее значение по склерометру","Разделение на группы","Разрушающая нагрузга\nПресс в КН\nЗначение ПИБ в КН","Показания Riф (Мпа)","До отбраковки RiH","После отбраковки RiH","До отбраковки RiH-Riф/Sт","После отбраковки RiH-Riф/Sт","Примечание"]
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[{"$f":"INDEX(В35!C$16:C$100,ROW(),COLUMN())","v":0},{"$f":"IF(В35!D17=\"\",\"\",В35!D17)","v":""},{"$f":"IF(В35!E17=\"\",\"\",В35!E17)","v":2},{"$f":"IF(В35!F17=\"\",\"\",В35!F17)","v":44},{"$f":"IF(В35!G17=\"\",\"\",В35!G17)","v":""},{"$f":"IF(В35!H17=\"\",\"\",В35!H17)","v":42},{"$f":"IF(В35!I17=\"\",\"\",В35!I17)","v":43},{"$f":"IF(В35!J17=\"\",\"\",В35!J17)","v":41},{"$f":"IF(В35!K17=\"\",\"\",В35!K17)","v":""},{"$f":"IF(В35!L17=\"\",\"\",В35!L17)","v":40},{"$f":"IF(В35!M17=\"\",\"\",В35!M17)","v":46},{"$f":"IF(В35!N17=\"\",\"\",В35!N17)","v":43},{"$f":"IF(В35!O17=\"\",\"\",В35!O17)","v":""},{"$f":"IF(В35!P17=\"\",\"\",В35!P17)","v":3.2857142857142847},{"$f":"IF(В35!Q17=\"\",\"\",В35!Q17)","v":2.7142857142857153},{"$f":"IF(В35!R17=\"\",\"\",В35!R17)","v":42.714285714285715},{"$f":"IF(В35!S17=\"\",\"\",В35!S17)","v":2},{"$f":"IF(В35!T17=\"\",\"\",В35!T17)","v":571.54999999999995},{"$f":"IF(В35!U17=\"\",\"\",В35!U17)","v":54.297249999999998},{"$f":"IF(В35!V17=\"\",\"\",В35!V17)","v":55.936203987643111},{"$f":"IF(В35!W17=\"\",\"\",В35!W17)","v":56.00258338106336},{"$f":"IF(В35!X17=\"\",\"\",В35!X17)","v":0.30060894702579488},{"$f":"IF(В35!Y17=\"\",\"\",В35!Y17)","v":0.46479805209623787},{"$f":"IF(В35!Z17=\"\",\"\",В35!Z17)","v":""}]
[{"$f":"INDEX(В35!C$16:C$100,ROW(),COLUMN())","v":0},{"$f":"IF(В35!D18=\"\",\"\",В35!D18)","v":""},{"$f":"IF(В35!E18=\"\",\"\",В35!E18)","v":3},{"$f":"IF(В35!F18=\"\",\"\",В35!F18)","v":41},{"$f":"IF(В35!G18=\"\",\"\",В35!G18)","v":41},{"$f":"IF(В35!H18=\"\",\"\",В35!H18)","v":44},{"$f":"IF(В35!I18=\"\",\"\",В35!I18)","v":42},{"$f":"IF(В35!J18=\"\",\"\",В35!J18)","v":40},{"$f":"IF(В35!K18=\"\",\"\",В35!K18)","v":41},{"$f":"IF(В35!L18=\"\",\"\",В35!L18)","v":46},{"$f":"IF(В35!M18=\"\",\"\",В35!M18)","v":41},{"$f":"IF(В35!N18=\"\",\"\",В35!N18)","v":43},{"$f":"IF(В35!O18=\"\",\"\",В35!O18)","v":42},{"$f":"IF(В35!P18=\"\",\"\",В35!P18)","v":3.8999999999999986},{"$f":"IF(В35!Q18=\"\",\"\",В35!Q18)","v":2.1000000000000014},{"$f":"IF(В35!R18=\"\",\"\",В35!R18)","v":42.1},{"$f":"IF(В35!S18=\"\",\"\",В35!S18)","v":1},{"$f":"IF(В35!T18=\"\",\"\",В35!T18)","v":531.9},{"$f":"IF(В35!U18=\"\",\"\",В35!U18)","v":50.530499999999996},{"$f":"IF(В35!V18=\"\",\"\",В35!V18)","v":55.088017098785564},{"$f":"IF(В35!W18=\"\",\"\",В35!W18)","v":54.223957999714528},{"$f":"IF(В35!X18=\"\",\"\",В35!X18)","v":0.83591755866688366},{"$f":"IF(В35!Y18=\"\",\"\",В35!Y18)","v":1.006672421257669},{"$f":"IF(В35!Z18=\"\",\"\",В35!Z18)","v":""}]
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[]
[]
[]
[]
[{"$f":"В35!B3","v":"Инженер строительной лаборатории: "},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B4","v":"/ И.П. Собакин /"}]
["Примечание:"]
[{"$f":"В35!B9","v":0}]
[{"$f":"В35!B10","v":0}]
[]
[]
["ПРИЛОЖЕНИЕ №2"]
["Методика устонавления градуировочной зависимости"]
["1. Уравнение зависимости \"косвенная характеристика - прочность\" принимают линейным по формуле:"]
[]
[]
["2. Вычисление значения коэффициентов а и b по формулам:"]
[]
[]
[]
[]
[]
[]
["3. Средние значения прочности бетона         косвенной характеристики         рассчитывают по формулам:"]
[]
[]
[]
[]
[]
[]
[]
[]
["4. После построения градуировочной зависимости по формуле (1) проводят ее корректировку путем отбраковки единичных результатов испытаний, не удовлетворяющих условию:"]
[]
[]
[]
["5. S - остаточное среднеквадратическое отклонение, рассчитываемое по формуле:"]
[]
[]
[]
[]
["6. Коэффициент корреляции градуировочной зависимости r по формуле:"]
[]
[]
[]
[]
[]
["7. Среднее значение прочности бетона по градуировочной зависимости        рассчитывают по формуле:"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[{"$f":"В35!B3","v":"Инженер строительной лаборатории: "},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B4","v":"/ И.П. Собакин /"}]
[]
["Примечание:"]
[{"$f":"В35!B9","v":0}]
[{"$f":"В35!B10","v":0}]
[]
[]
[]
["ПРИЛОЖЕНИЕ №3"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[{"$f":"В35!B3","v":"Инженер строительной лаборатории: "},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"В35!B4","v":"/ И.П. Собакин /"}]
[]
["Примечание:"]
[{"$f":"В35!B9","v":0}]
[{"$f":"В35!B10","v":0}]

{"sheet":"Класс","index":2,"n_rows":10,"n_cols":1,"rows_kept":10,"cut":false,"hidden":true,"merged":[]}
["Класс"]
["В15"]
["В20"]
["В22,5"]
["В25"]
["В30"]
["В35"]
["В40"]
["В45"]
["В50"]

{"sheet":"Логотип","index":3,"n_rows":1,"n_cols":3,"rows_kept":1,"cut":false,"hidden":true,"merged":[]}
["Наименование","Логотип","Столбец1"]

{"sheet":"Сотрудники","index":4,"n_rows":1,"n_cols":3,"rows_kept":1,"cut":false,"hidden":true,"merged":[]}
["Компания","Должность","Ф.И.О"]

{"sheet":"Условие 6.1.7","index":5,"n_rows":83,"n_cols":5,"rows_kept":83,"cut":false,"hidden":true,"merged":[]}
[]
[null,"МПА"]
[null,1,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,2,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,3,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,4,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,5,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,6,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,7,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,8,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,9,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,10,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,11,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,12,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,13,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,14,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,15,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,16,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,17,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,18,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,19,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,20,0.5,1.5,"среднего значения прочности бетона при ≤ 20 Мпа"]
[null,21,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,22,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,23,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,24,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,25,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,26,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,27,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,28,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,29,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,30,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,31,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,32,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,33,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,34,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,35,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,36,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,37,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,38,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,39,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,40,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,41,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,42,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,43,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,44,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,45,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,46,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,47,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,48,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,49,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,50,0.6,1.4,"среднего значения прочности бетона при ≤ 50 Мпа"]
[null,51,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,52,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,53,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,54,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,55,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,56,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,57,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,58,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,59,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,60,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,61,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,62,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,63,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,64,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,65,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,66,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,67,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,68,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,69,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,70,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,71,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,72,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,73,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,74,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,75,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,76,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,77,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,78,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,79,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,80,0.7,1.3,"среднего значения прочности бетона при ≤ 80 Мпа"]
[null,81,0.8,1.2,"среднего значения прочности бетона при > 80 Мпа"]