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[null,null,null,null,null,"Spessore muratura",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"LC2",{"$f":"AVERAGE(BB19:BC19)","v":{"$error":"#REF!"}},null,{"$f":"AVERAGE(BD19:BE19)","v":{"$error":"#REF!"}},null,{"$f":"AVERAGE(BF19:BG19)","v":{"$error":"#REF!"}},null,{"$f":"AVERAGE(BH19:BI19)","v":{"$error":"#REF!"}},null,{"$f":"AVERAGE(BJ19:BK19)","v":{"$error":"#REF!"}},null,null,null,true,{"$f":"BO19","v":{"$error":"#REF!"}},null,{"$f":"BQ19","v":{"$error":"#REF!"}},null,{"$f":"BS19","v":{"$error":"#REF!"}},null,null,null,false,"malta buona",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"LC3",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"DJ18","v":{"$error":"#REF!"}},null,{"$f":"DL18","v":{"$error":"#REF!"}},null,{"$f":"DN18","v":{"$error":"#REF!"}},null,null,null,false,"ricorsi o listature "]
[null,null,null,null,null,"300",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"LC3",null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"BP19","v":{"$error":"#REF!"}},null,{"$f":"BR19","v":{"$error":"#REF!"}},null,{"$f":"BT19","v":{"$error":"#REF!"}},null,null,null,false,"ricorsi o listature ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($CR$20,$CU$20:$DE$21,2,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($CR$20,$CU$20:$DE$21,4,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($CR$20,$CU$20:$DE$21,6,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($CR$20,$CU$20:$DE$21,8,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($CR$20,$CU$20:$DE$21,10,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,{"$f":"VLOOKUP($DQ$21,$DH$21:$DN$22,2,FALSE)","v":{"$error":"#REF!"}},null,{"$f":"VLOOKUP($DQ$22,$DH$21:$DN$22,4,FALSE)","v":{"$error":"#REF!"}},null,{"$f":"VLOOKUP($DQ$23,$DH$21:$DN$22,6,FALSE)","v":{"$error":"#REF!"}},null,null,null,false,"connessione trasversale"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP($AX$21,$BA$21:$BK$22,2,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($AX$21,$BA$21:$BK$22,4,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($AX$21,$BA$21:$BK$22,6,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($AX$21,$BA$21:$BK$22,8,FALSE)","v":{"$error":"#N/A"}},null,{"$f":"VLOOKUP($AX$21,$BA$21:$BK$22,10,FALSE)","v":{"$error":"#N/A"}},null,null,null,null,{"$f":"VLOOKUP($BW$22,$BN$22:$BT$23,2,FALSE)","v":{"$error":"#REF!"}},null,{"$f":"VLOOKUP($BW$23,$BN$22:$BT$23,4,FALSE)","v":{"$error":"#REF!"}},null,{"$f":"VLOOKUP($BW$24,$BN$22:$BT$23,6,FALSE)","v":{"$error":"#REF!"}},null,null,null,false,"connessione trasversale",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(DI23*DK23*DM23)/MIN(DI23,DK23,DM23)*CV23","v":{"$error":"#REF!"}},null,{"$f":"(DI23*DK23*DM23)/MIN(DI23,DK23,DM23)*CX23","v":{"$error":"#REF!"}},null,null,null,{"$f":"DI23*DB23","v":{"$error":"#REF!"}},null,{"$f":"DD23*DI23","v":{"$error":"#N/A"}}]
[null,null,null,"Mesistente",null,null,null,null,null,null,"b","b'",null,null,null,null,null,null,null,null,null,null,null,null,null,"Reti",null,"ftmrete N","fcrete","Erete","passo mm","sez. mm2","Ear",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(BO24*BQ24*BS24)/MIN(BO24,BQ24,BS24)*BB24","v":{"$error":"#REF!"}},null,{"$f":"(BO24*BQ24*BS24)/MIN(BO24,BQ24,BS24)*BD24","v":{"$error":"#REF!"}},null,null,null,{"$f":"BO24*BH24","v":{"$error":"#REF!"}},null,{"$f":"BJ24*BO24","v":{"$error":"#N/A"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spessore muratura"]
[null,null,null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,1.5,1.4,null,null,null,null,null,null,null,null,null,null,null,null,null,"RG NET BA G33",null,4500,null,40000,33,7.0650000000000004,{"$f":"AD26*AF26","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Spessore muratura",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"330"]
[null,null,null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,1.5,1.4,null,null,null,null,null,null,null,null,null,null,null,null,null,"RG NET BA G66",null,4500,null,40000,66,7.0650000000000004,{"$f":"AD27*AF27","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"330"]
[null,null,null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,1.5,1.2,null,null,null,null,null,null,null,null,null,null,null,null,null,"RG NET BA G99",null,4500,null,40000,99,7.0650000000000004,{"$f":"AD28*AF28","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Mesistente",null,null,null,null,null,null,"b","b'",null,"Intonaci",null,null,"fflex N/mm2",null,"Eint N/mm2",null,"tmin mm",null,"ft N/mm2","fc N/mm2",null,"Reti",null,"ftmrete N","fcrete","Erete","passo mm","sez. mm2","Ear"]
[null,null,null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,1.5,1.2,null,null,null,null,null,null,null,null,null,null,null,null,null,"RG NET BA G33",null,{"$f":"VLOOKUP($Z$29,$Z$26:$AG$28,3,FALSE)","v":4500},null,{"$f":"VLOOKUP($Z$29,$Z$26:$AG$28,5,FALSE)","v":40000},{"$f":"VLOOKUP($Z$29,$Z$26:$AG$28,6,FALSE)","v":33},{"$f":"VLOOKUP($Z$29,$Z$26:$AG$28,7,FALSE)","v":7.0650000000000004},{"$f":"VLOOKUP($Z$29,$Z$26:$AG$28,8,FALSE)","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,"Mesistente",null,null,null,null,null,null,"b","b'",null,"Intonaci",null,null,"fflex N/mm2",null,"Eint N/mm2",null,"tmin mm",null,"ft N/mm2","fc N/mm2",null,"Reti",null,"ftmrete N","fcrete","Erete","passo mm","sez. mm2","Ear",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,1.5,1.4,null,"FM55",null,null,5,null,9000,null,15,null,{"$f":"DB29/1.4","v":3.5714285714285716},15,null,"RG NET BA G33",null,4500,null,40000,33,7.0650000000000004,{"$f":"DO29*DQ29","v":282600}]
[null,null,null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,1.5,1.2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,1.5,1.4,null,"FM55",null,null,5,null,9000,null,15,null,{"$f":"BH30/1.4","v":3.5714285714285716},15,null,"RG NET BA G33",null,4500,null,40000,33,7.0650000000000004,{"$f":"BU30*BW30","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,1.5,1.4,null,"BETM35-FIBRO",null,null,8,null,39000,null,15,null,{"$f":"DB30/1.4","v":5.7142857142857144},35,null,"RG NET BA G66",null,4500,null,40000,66,7.0650000000000004,{"$f":"DO30*DQ30","v":282600}]
[null,null,null,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,1.5,1.2,null,null,null,null,null,null,null,null,null,null,null,null,null,"Intonaci",null,null,"fflex N/mm2",null,"Eint N/mm2",null,"tmin mm",null,"ft N/mm2","fc N/mm2",null,null,null,null,null,null,null,null,null,null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,1.5,1.4,null,"BETM35-FIBRO",null,null,8,null,39000,null,15,null,{"$f":"BH31/1.4","v":5.7142857142857144},35,null,"RG NET BA G66",null,4500,null,40000,66,7.0650000000000004,{"$f":"BU31*BW31","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,1.5,1.2,null,"BETM35-MEC",null,null,7,null,39000,null,15,null,{"$f":"DB31/1.4","v":5},35,null,"RG NET BA G99",null,4500,null,40000,99,7.0650000000000004,{"$f":"DO31*DQ31","v":282600}]
[null,null,null,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,1.3,1,null,null,null,null,null,null,null,null,null,null,null,null,null,"FM55",null,null,5,null,9000,null,15,null,{"$f":"AC32/1.4","v":3.5714285714285716},15,null,null,null,null,null,null,null,null,null,null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,1.5,1.2,null,"BETM35-MEC",null,null,7,null,39000,null,15,null,{"$f":"BH32/1.4","v":5},35,null,"RG NET BA G99",null,4500,null,40000,99,7.0650000000000004,{"$f":"BU32*BW32","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,1.5,1.2,null,"FM55",null,null,{"$f":"VLOOKUP($CY$32,$CY$29:$DI$31,4,FALSE)","v":5},null,{"$f":"VLOOKUP($CY$32,$CY$29:$DI$31,6,FALSE)","v":9000},null,{"$f":"VLOOKUP($CY$32,$CY$29:$DI$31,8,FALSE)","v":15},null,{"$f":"VLOOKUP($CY$32,$CY$29:$DI$31,10,FALSE)","v":3.5714285714285716},{"$f":"VLOOKUP($CY$32,$CY$29:$DI$31,11,FALSE)","v":15},null,"RG NET BA G33",null,{"$f":"VLOOKUP($DK$32,$DK$29:$DR$31,3,FALSE)","v":4500},null,{"$f":"VLOOKUP($DK$32,$DK$29:$DR$31,5,FALSE)","v":40000},{"$f":"VLOOKUP($DK$32,$DK$29:$DR$31,6,FALSE)","v":33},{"$f":"VLOOKUP($DK$32,$DK$29:$DR$31,7,FALSE)","v":7.0650000000000004},{"$f":"VLOOKUP($DK$32,$DK$29:$DR$31,8,FALSE)","v":282600}]
[null,null,null,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,1.3,1,null,null,null,null,null,null,null,null,null,null,null,null,null,"BETM35-FIBRO",null,null,8,null,39000,null,15,null,{"$f":"AC33/1.4","v":5.7142857142857144},35,null,null,null,null,null,null,null,null,null,null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,1.5,1.2,null,"FM55",null,null,{"$f":"VLOOKUP($BE$33,$BE$30:$BO$32,4,FALSE)","v":5},null,{"$f":"VLOOKUP($BE$33,$BE$30:$BO$32,6,FALSE)","v":9000},null,{"$f":"VLOOKUP($BE$33,$BE$30:$BO$32,8,FALSE)","v":15},null,{"$f":"VLOOKUP($BE$33,$BE$30:$BO$32,10,FALSE)","v":3.5714285714285716},{"$f":"VLOOKUP($BE$33,$BE$30:$BO$32,11,FALSE)","v":15},null,"RG NET BA G33",null,{"$f":"VLOOKUP($BQ$33,$BQ$30:$BX$32,3,FALSE)","v":4500},null,{"$f":"VLOOKUP($BQ$33,$BQ$30:$BX$32,5,FALSE)","v":40000},{"$f":"VLOOKUP($BQ$33,$BQ$30:$BX$32,6,FALSE)","v":33},{"$f":"VLOOKUP($BQ$33,$BQ$30:$BX$32,7,FALSE)","v":7.0650000000000004},{"$f":"VLOOKUP($BQ$33,$BQ$30:$BX$32,8,FALSE)","v":282600},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,1.5,1.2]
[null,null,null,{"$f":"Rif!D15","v":"Muratura in pietrame disordinata "},null,null,null,null,null,null,{"$f":"VLOOKUP($D$34,$D$26:$L$33,8,FALSE)","v":1.5},{"$f":"VLOOKUP($D$34,$D$26:$L$33,9,FALSE)","v":1.4},null,"Connettori",null,null,null,null,null,null,null,null,null,null,null,"BETM35-MEC",null,null,7,null,39000,null,15,null,{"$f":"AC34/1.4","v":5},35,null,null,null,null,null,null,null,null,null,null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,1.5,1.2,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,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,1.5,1.2]
[null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,"spessore intonaco",null,null,null,null,null,null,null,null,"FM55",null,null,{"$f":"VLOOKUP($Z$35,$Z$32:$AJ$34,4,FALSE)","v":5},null,{"$f":"VLOOKUP($Z$35,$Z$32:$AJ$34,6,FALSE)","v":9000},null,{"$f":"VLOOKUP($Z$35,$Z$32:$AJ$34,8,FALSE)","v":15},null,{"$f":"VLOOKUP($Z$35,$Z$32:$AJ$34,10,FALSE)","v":3.5714285714285716},{"$f":"VLOOKUP($Z$35,$Z$32:$AJ$34,11,FALSE)","v":15},null,null,null,null,null,null,null,null,null,null,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,1.5,1.2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,1.3,1]
[null,null,null,"Sacco","b","b'",null,null,null,null,null,null,null,2,null,null,"30",{"$f":"VALUE(Q36)","v":30},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,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,1.3,1,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,null,null,null,null,null,null,null,null,null,null,null,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,1.3,1]
[null,null,null,true,1,1.2,null,null,null,null,null,null,null,3,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,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,1.3,1,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,null,null,null,null,null,null,null,null,null,null,null,{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,{"$f":"VLOOKUP($CO$37,$CO$29:$CW$36,8,FALSE)","v":{"$error":"#REF!"}},{"$f":"VLOOKUP($CO$37,$CO$29:$CW$36,9,FALSE)","v":{"$error":"#REF!"}},null,"Connettori"]
[null,null,null,false,{"$f":"K34","v":1.5},{"$f":"L34","v":1.4},null,null,null,null,null,null,null,4,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,{"$f":"#REF!","v":{"$error":"#REF!"}},null,null,null,null,null,null,{"$f":"VLOOKUP($AU$38,$AU$30:$BC$37,8,FALSE)","v":{"$error":"#REF!"}},{"$f":"VLOOKUP($AU$38,$AU$30:$BC$37,9,FALSE)","v":{"$error":"#REF!"}},null,"Connettori",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,"spessore intonaco"]
[null,null,null,false,{"$f":"VLOOKUP($D$39,$D$37:$F$38,2,FALSE)","v":1.5},{"$f":"VLOOKUP($D$39,$D$37:$F$38,3,FALSE)","v":1.4},null,null,null,null,null,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,null,null,"spessore intonaco",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sacco","b","b'",null,null,null,null,null,null,null,2,null,null,"30"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sacco","b","b'",null,null,null,null,null,null,null,2,null,null,"30",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,true,1,1.2,null,null,null,null,null,null,null,3]
[null,null,null,"facce","i1","i2","i3","g1","g2",null,null,null,null,"6",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,true,1,1.2,null,null,null,null,null,null,null,3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"CV37","v":{"$error":"#REF!"}},{"$f":"CW37","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,4]
[null,null,null,2,1,0,2,1,2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"BB38","v":{"$error":"#REF!"}},{"$f":"BC38","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"VLOOKUP($CO$42,$CO$40:$CQ$41,2,FALSE)","v":{"$error":"#REF!"}},{"$f":"VLOOKUP($CO$42,$CO$40:$CQ$41,3,FALSE)","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,5]
[null,null,null,1,0,0,1,0,1,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,null,null,null,null,null,null,null,null,null,null,null,false,{"$f":"VLOOKUP($AU$43,$AU$41:$AW$42,2,FALSE)","v":{"$error":"#REF!"}},{"$f":"VLOOKUP($AU$43,$AU$41:$AW$42,3,FALSE)","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6]
[null,null,null,1,{"$f":"VLOOKUP($D$44,$D$42:$G$43,2,FALSE)","v":0},{"$f":"VLOOKUP($D$44,$D$42:$G$43,3,FALSE)","v":0},{"$f":"VLOOKUP($D$44,$D$42:$G$43,4,FALSE)","v":1},{"$f":"VLOOKUP($D$44,$D$42:$I$43,5,FALSE)","v":0},{"$f":"VLOOKUP($D$44,$D$42:$I$43,6,FALSE)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"facce","i1","i2","i3","g1","g2",null,null,null,null,"6"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"facce","i1","i2","i3","g1","g2",null,null,null,null,"6",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,1,0,2,1,2]
[null,null,null,"tau",null,null,null,null,"compressione",null,null,null,null,null,null,null,null,null,null,null,null,null,"csi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,1,0,2,1,2,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,0,0,1,0,1]
[null,null,null,{"$f":"(1+($E$44*($E$39-1)+$F$44*($F$39-1)))*1.5*$M$21","v":2.6999999999999996E-2},{"$f":"$G$44*($AI$35*$Q$36/$F$23+$AG$29*'2'!$K$20/($F$23*$AE$29))","v":0.3684704184704185},null,null,null,"connessione trasversale",null,null,{"$f":"VLOOKUP($AF$20,I53:J54,2,FALSE)","v":2},null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,null,1.5,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,0,0,1,0,1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"VLOOKUP($CO$47,$CO$45:$CR$46,2,FALSE)","v":0},{"$f":"VLOOKUP($CO$47,$CO$45:$CR$46,3,FALSE)","v":0},{"$f":"VLOOKUP($CO$47,$CO$45:$CR$46,4,FALSE)","v":1},{"$f":"VLOOKUP($CO$47,$CO$45:$CT$46,5,FALSE)","v":0},{"$f":"VLOOKUP($CO$47,$CO$45:$CT$46,6,FALSE)","v":1}]
[{"$f":"0.5*('2'!$K$21*Rif!$Q$36)/(1.5*D49*(Rif!$Q$36+Rif!$F$23))","v":1.7240687292245154},null,null,null,null,null,null,null,"intervento su due facce",null,null,{"$f":"$D$44","v":1},null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,null,1.5,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,{"$f":"VLOOKUP($AU$48,$AU$46:$AX$47,2,FALSE)","v":0},{"$f":"VLOOKUP($AU$48,$AU$46:$AX$47,3,FALSE)","v":0},{"$f":"VLOOKUP($AU$48,$AU$46:$AX$47,4,FALSE)","v":1},{"$f":"VLOOKUP($AU$48,$AU$46:$AZ$47,5,FALSE)","v":0},{"$f":"VLOOKUP($AU$48,$AU$46:$AZ$47,6,FALSE)","v":1}]
[{"$f":"2*('2'!$K$30)/(1.5*D49*(Rif!$F$23+Rif!$Q$36)*'2'!$K$32)","v":2.0897802778478973},null,null,{"$f":"($D$47+$E$47)/1.5/1","v":0.26364694564694569},{"$f":"3.5*$M$21","v":6.3E-2},null,null,null,"Numero di connett.",null,null,{"$f":"$N$41","v":"6"},null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tau",null,null,null,null,"compressione",null,null,null,null,null,null,null,null,null,null,null,null,null,"csi"]
[null,null,null,null,null,null,null,null,"k3",null,null,{"$f":"VLOOKUP(D34,N47:V55,9,FALSE)","v":1.5},null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"tau",null,null,null,null,"compressione",null,null,null,null,null,null,null,null,null,null,null,null,null,"csi",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,{"$f":"(1+($CP$47*($CP$42-1)+$CQ$47*($CQ$42-1)))*1.5*$CX$24","v":{"$error":"#REF!"}},{"$f":"$CR$47*($DH$32*$DB$39/$CQ$26+$DR$32*'2'!$K$20/($CQ$26*$DP$32))","v":0.33497310770038047},null,null,null,"connessione trasversale",null,null,{"$f":"$DQ$23","v":false},null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,null,1.5,1.5]
[null,null,null,null,null,null,null,null,"k",null,null,{"$f":"IF(AND($L$47=2,$L$48=2,VALUE($L$49)>=6),$L$50,1)","v":1},null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+($AV$48*($AV$43-1)+$AW$48*($AW$43-1)))*1.5*$BD$25","v":{"$error":"#REF!"}},{"$f":"$AX$48*($BN$33*$BH$40/$AW$27+$BX$33*'2'!$K$20/($AW$27*$BV$33))","v":0.33497310770038047},null,null,null,"connessione trasversale",null,null,{"$f":"$BW$24","v":false},null,"Muratura in pietrame disordinata ",null,null,null,null,null,null,null,1.5,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"intervento su due facce",null,null,{"$f":"$CO$47","v":1},null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,null,1.5,1.5]
[null,null,null,"E",{"$f":"$D$53+$E$53","v":650},null,null,null,null,null,null,null,null,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"intervento su due facce",null,null,{"$f":"$AU$48","v":1},null,"Muratura a conci sbozzati, con paramenti di spessore disomogeneo",null,null,null,null,null,null,null,1.5,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($CO$50+$CP$50)/1.5/1","v":{"$error":"#REF!"}},{"$f":"3.5*CX24","v":{"$error":"#REF!"}},null,null,null,"Numero di connett.",null,null,{"$f":"$CY$44","v":"6"},null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,null,1.05,1.5]
[null,null,null,{"$f":"(1+$H$44*($W$55-1))*$S$21","v":290},{"$f":"$I$44*(0.4*$AE$35*$Q$36/$F$23)","v":360},null,null,null,true,1,null,null,null,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,null,1.05,1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"($AU$51+$AV$51)/1.5/1","v":{"$error":"#REF!"}},{"$f":"3.5*BD25","v":{"$error":"#REF!"}},null,null,null,"Numero di connett.",null,null,{"$f":"$BE$45","v":"6"},null,"Muratura in pietre a spacco con buona tessitura",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"k3",null,null,{"$f":"VLOOKUP(CO37,CY50:DG58,9,FALSE)","v":{"$error":"#REF!"}},null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5]
[null,null,null,null,null,null,null,null,false,2,null,null,null,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,null,1,1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"k3",null,null,{"$f":"VLOOKUP(AU38,BE51:BM59,9,FALSE)","v":{"$error":"#REF!"}},null,"Muratura irregolare di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"k",null,null,{"$f":"IF($CW$50=\"falso\",1,IF($CW$51=\"1\",1,IF($CW$52<6,1,$CW$53)))","v":{"$error":"#REF!"}},null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5]
[null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(AF20,I53:J54,2,FALSE)","v":2},null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(D34,N47:W54,10,FALSE)","v":1.5},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,"k",null,null,{"$f":"IF($BC$51=\"falso\",1,IF($BC$52=\"1\",1,IF($BC$53<6,1,$BC$54)))","v":{"$error":"#REF!"}},null,"Muratura a conci regolari di pietra tenera ",null,null,null,null,null,null,null,1.05,1.5,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,"E",{"$f":"$CO$56+$CP$56","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,null,1.05,1.5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"E",{"$f":"$AU$57+$AV$57","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,"Muratura a blocchi lapidei squadrati",null,null,null,null,null,null,null,1.05,1.5,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,{"$f":"(1+$CS$47*($DH$58-1))*$DD$24","v":{"$error":"#REF!"}},{"$f":"$CT$47*(0.4*$DD$32*$DB$39/$CQ$26)","v":327.27272727272725},null,null,null,null,null,null,null,null,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,null,1.05,1.3]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"(1+$AY$48*($BN$59-1))*$BJ$25","v":{"$error":"#REF!"}},{"$f":"$AZ$48*(0.4*$BJ$33*$BH$40/$AW$27)","v":327.27272727272725},null,null,null,null,null,null,null,null,"Muratura in mattoni pieni e malta di calce",null,null,null,null,null,null,null,1.05,1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,null,1,1.3]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Muratura in mattoni semipieni con malta cementizia",null,null,null,null,null,null,null,1,1.3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(CO37,CY50:DH57,10,FALSE)","v":{"$error":"#REF!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"VLOOKUP(AU38,BE51:BN58,10,FALSE)","v":{"$error":"#REF!"}}]

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[]
[null,"CRM - SISTEMA CONSOLIDA E RINFORZA"]
[]
[null,"La soluzione tecnica proposta e i dati riportati vengono forniti esclusivamente a titolo di servizio Tecnico-Commerciale nell’ambito dell’attività di vendita esercitata da Ferri SRL.; i medesimi dati non costituiscono in alcun modo specifica tecnica e sono puramente indicativi in quanto risultanti dalla elaborazione dei dati base di “input” (a titolo esemplificativo: tipologia di muratura, spessore della muratura, livello di conoscenza, parametri migliorativi, etc.) forniti dal Cliente. Ferri SRL è azienda unicamente fornitrice dei materiali per uso professionale e non può ad alcun titolo ritenersi responsabile della correttezza e adeguatezza del dimensionamento della sezione composta e della relazione tecnica allo specifico intervento nel quale il Cliente intende utilizzare gli elementi di consolidamento. Sono di esclusiva competenza e responsabilità del Cliente la valutazione e la verifica di adeguatezza, congruità, adattabilità e utilizzabilità del presente documento tecnico all’impiego previsto; il Cliente solleva ed esonera pertanto Ferri SRL da ogni responsabilità al riguardo. La presente relazione tecnica non può in alcun modo essere utilizzata per il deposito presso gli Uffici Tecnici competenti. \n\nLa verifica di correttezza e adeguatezza della relazione tecnica allo specifico intervento nel quale il Cliente intende utilizzare gli elementi di consolidamento deve sempre essere valutata e certificata da un professionista tecnico abilitato ai sensi di legge.\n"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"Versione programma:",null,1.01,null,null,null,null,null,null,null,"2021-03-01"]
[]
[]
[]
[null,null,"via Emilia Ovest, 58 – Rimale 43036 Fidenza (PR)",null,null,null,null,null,null,"www.ferrimix.it"]
[null,null,"+39 0524 520312",null,null,null,null,null,null,"infoferri@ferrimix.it"]
[null,null," +39 0524 520314"]

{"sheet":"1","index":2,"n_rows":23,"n_cols":12,"rows_kept":23,"cut":false,"hidden":false,"merged":[[2,6,3,11],[8,2,8,5],[10,2,10,5],[13,3,13,5],[22,2,22,8],[14,4,16,5],[13,8,13,10],[18,2,18,11],[19,2,19,8],[20,2,20,8],[21,2,21,8]]}
[]
[]
[null,null,null,null,null,null,"DEFINIZIONE MURATURA ESISTENTE"]
[]
[]
[]
[]
[]
[null,null,"Tipologia di muratura secondo NTC"]
[]
[null,null,"Spessore del paramento"]
[]
[]
[null,null,null,"Livello di conoscenza",null,null,null,null,"Parametri migliorativi"]
[null,null,null,null,"Sceglere il livello di conoscenza raggiunto per la muratura oggetto d'intervento"]
[]
[]
[]
[null,null,"Caratteristiche meccaniche muratura esistente"]
[null,null,"Resistenza media a compressione",null,null,null,null,null,null,"f",{"$f":"Rif!K21","v":1},"N/mm2"]
[null,null,"Resistenza media a taglio in assenza di sforzi normali",null,null,null,null,null,null,"τ0",{"$f":"Rif!M21","v":1.7999999999999999E-2},"N/mm2"]
[null,null,"Valore medio del modulo di elasticità normale",null,null,null,null,null,null,"E",{"$f":"Rif!Q21","v":870},"N/mm2"]
[null,null,"Valore medio del modulo di elasticità tangenziale",null,null,null,null,null,null,"G",{"$f":"Rif!S21","v":290},"N/mm2"]

{"sheet":"1 (2)","index":3,"n_rows":23,"n_cols":10,"rows_kept":23,"cut":false,"hidden":false,"merged":[[22,2,22,8],[14,4,16,5],[2,6,3,11],[8,2,8,5],[10,2,10,5],[13,3,13,5],[13,8,13,10],[14,8,16,10],[18,2,18,11],[19,2,19,8],[20,2,20,8],[21,2,21,8]]}
[]
[]
[null,null,null,null,null,null,"DEFINIZIONE MURATURA ESISTENTE"]
[]
[]
[]
[]
[]
[null,null,"Tipologia di muratura secondo NTC"]
[]
[null,null,"Spessore del paramento"]
[]
[]
[null,null,null,"Livello di conoscenza",null,null,null,null,"Parametri migliorativi"]
[null,null,null,null,"Sceglere il livello di conoscenza raggiunto per la muratura oggetto d'intervento",null,null,null,"In LC3 i parametri migliorativi vengono quantificati nella fase di definizione delle caratteristiche meccaniche."]
[]
[]
[]
[null,null,"Caratteristiche meccaniche muratura esistente"]
[null,null,"Resistenza media a compressione",null,null,null,null,null,null,"f"]
[null,null,"Resistenza media a taglio in assenza di sforzi normali",null,null,null,null,null,null,"τ0"]
[null,null,"Valore medio del modulo di elasticità normale",null,null,null,null,null,null,"E"]
[null,null,"Valore medio del modulo di elasticità tangenziale",null,null,null,null,null,null,"G"]

{"sheet":"1 (3)","index":4,"n_rows":23,"n_cols":10,"rows_kept":23,"cut":false,"hidden":false,"merged":[[22,2,22,8],[2,6,3,11],[10,2,10,5],[13,3,13,5],[13,8,13,10],[14,8,16,10],[8,2,8,5],[14,3,16,5],[18,2,18,11],[19,2,19,8],[20,2,20,8],[21,2,21,8]]}
[]
[]
[null,null,null,null,null,null,"DEFINIZIONE MURATURA ESISTENTE"]
[]
[]
[]
[]
[]
[null,null,"Tipologia più prossima secondo NTC"]
[]
[null,null,"Spessore del paramento"]
[]
[]
[null,null,null,"Livello di conoscenza",null,null,null,null,"Parametri migliorativi"]
[null,null,null,"Il livello di conoscenza non è applicabile alla muratura definita dall'utente.",null,null,null,null,"I parametri migliorativi non sono applicabili alla muratura definita da utente"]
[]
[]
[]
[null,null,"Caratteristiche meccaniche muratura esistente"]
[null,null,"Resistenza media a compressione",null,null,null,null,null,null,"f"]
[null,null,"Resistenza media a taglio in assenza di sforzi normali",null,null,null,null,null,null,"τ0"]
[null,null,"Valore medio del modulo di elasticità normale",null,null,null,null,null,null,"E"]
[null,null,"Valore medio del modulo di elasticità tangenziale",null,null,null,null,null,null,"G"]

{"sheet":"2","index":5,"n_rows":32,"n_cols":12,"rows_kept":32,"cut":false,"hidden":false,"merged":[[31,2,31,8],[26,2,26,3],[26,9,26,10],[28,2,28,11],[29,2,29,8],[30,2,30,8],[19,2,19,8],[20,2,20,8],[23,2,23,11],[14,8,14,9],[16,2,16,11],[17,2,17,8],[18,2,18,8],[6,2,6,4],[6,6,6,8],[11,2,11,11],[14,2,14,3],[2,6,3,11]]}
[]
[]
[null,null,null,null,null,null,"DEFINIZIONE DEL RINFORZO"]
[]
[]
[]
[null,null,"Tipologia d'intervento",null,null,null,"Paramento a sacco"]
[]
[]
[]
[]
[null,null,"CARATTERISTICHE DELL'INTONACO"]
[]
[]
[null,null,"Tipologia intonaco",null,null,null,null,null,"Spessore intonaco"]
[]
[null,null,"Parametri meccanici intonaco"]
[null,null,"Resistenza a trazione",null,null,null,null,null,null,"ft,int ",{"$f":"Rif!$AI$35","v":3.5714285714285716},"N/mm2"]
[null,null,"Modulo elastico",null,null,null,null,null,null,"Eint",{"$f":"Rif!$AE$35","v":9000},"N/mm2"]
[null,null,"Rapporto f/E",null,null,null,null,null,null,"εint",{"$f":"$K$18/$K$19","v":3.9682539682539683E-4}]
[null,null,"Resistenza a compressione",null,null,null,null,null,null,"fc",{"$f":"Rif!$AJ$35","v":15},"N/mm2"]
[]
[]
[null,null,"CARATTERISTICHE RETE"]
[]
[]
[null,null,"Tipologia rete",null,null,null,null,null,null,"Connettori al m2"]
[]
[null,null,"Parametri meccanici rete"]
[null,null,"Resistenza a trazione",null,null,null,null,null,null,"ft,rete",{"$f":"Rif!$AB$29","v":4500},"N"]
[null,null,"Rigidezza assiale",null,null,null,null,null,null,"EAr ",{"$f":"Rif!$AG$29","v":282600},"N/mm2"]
[null,null,"Passo della maglia",null,null,null,null,null,null,"p",{"$f":"Rif!$AE$29","v":33},"mm"]

{"sheet":"2 (2)","index":6,"n_rows":32,"n_cols":12,"rows_kept":32,"cut":false,"hidden":false,"merged":[[31,2,31,8],[16,2,16,11],[17,2,17,8],[18,2,18,8],[19,2,19,8],[20,2,20,8],[23,2,23,11],[26,2,26,3],[26,9,26,10],[28,2,28,11],[29,2,29,8],[30,2,30,8],[2,6,3,11],[6,2,6,4],[6,6,6,8],[11,2,11,11],[14,2,14,3],[14,8,14,9]]}
[]
[]
[null,null,null,null,null,null,"DEFINIZIONE DEL RINFORZO"]
[]
[]
[]
[null,null,"Tipologia d'intervento",null,null,null,"Paramento a sacco"]
[]
[]
[]
[]
[null,null,"CARATTERISTICHE DELL'INTONACO"]
[]
[]
[null,null,"Tipologia intonaco",null,null,null,null,null,"Spessore intonaco"]
[]
[null,null,"Parametri meccanici intonaco"]
[null,null,"Resistenza a trazione",null,null,null,null,null,null,"ft,int ",{"$f":"Rif!$AI$35","v":3.5714285714285716},"N/mm2"]
[null,null,"Modulo elastico",null,null,null,null,null,null,"Eint",{"$f":"Rif!$AE$35","v":9000},"N/mm2"]
[null,null,"Rapporto f/E",null,null,null,null,null,null,"εint",{"$f":"$K$18/$K$19","v":3.9682539682539683E-4}]
[null,null,"Resistenza a compressione",null,null,null,null,null,null,"fc",{"$f":"Rif!$AJ$35","v":15},"N/mm2"]
[]
[]
[null,null,"CARATTERISTICHE RETE"]
[]
[]
[null,null,"Tipologia rete",null,null,null,null,null,null,"Connettori al m2"]
[]
[null,null,"Parametri meccanici rete"]
[null,null,"Resistenza a trazione",null,null,null,null,null,null,"ft,rete",{"$f":"Rif!$AB$29","v":4500},"N"]
[null,null,"Rigidezza assiale",null,null,null,null,null,null,"EAr ",{"$f":"Rif!$AG$29","v":282600},"N/mm2"]
[null,null,"Passo della maglia",null,null,null,null,null,null,"p",{"$f":"Rif!$AE$29","v":33},"mm"]

{"sheet":"3","index":7,"n_rows":41,"n_cols":12,"rows_kept":41,"cut":false,"hidden":false,"merged":[[2,6,3,11],[16,8,16,9],[10,2,10,4],[12,2,12,3],[10,5,10,11],[14,4,14,5],[16,4,16,5],[16,10,16,11],[12,7,12,9],[12,10,12,11],[23,2,23,8],[26,2,26,8],[29,2,29,8],[32,2,32,8],[35,2,35,11],[22,2,22,11],[19,2,19,11],[7,2,7,11],[14,2,14,3],[14,8,14,9],[16,2,16,3],[40,2,40,11],[24,2,24,4],[24,6,24,8],[27,2,27,4],[27,6,27,8],[30,2,30,4],[33,2,33,4],[38,2,38,8],[38,10,38,11],[37,2,37,8],[36,10,36,11],[37,10,37,11],[36,2,36,8]]}
[]
[]
[null,null,null,null,null,null,"MURATURA RINFORZATA"]
[]
[]
[]
[]
[null,null,"RIEPILOGO PARAMETRI IMMESSI"]
[]
[]
[null,null,"Tipologia di muratura",null,null,{"$f":"Rif!$D$15","v":"Muratura in pietrame disordinata "}]
[]
[null,null,"Spessore muratura",null,{"$f":"Rif!$F$23","v":"300"},"mm",null,"Livello di conoscenza",null,null,{"$f":"Rif!$G$17","v":"LC1"}]
[]
[null,null,"Tipologia intonaco",null,{"$f":"Rif!$Z$35","v":"FM55"},null,null,null,"Spessore intonaco",null,{"$f":"Rif!$Q$36","v":"30"},"mm"]
[]
[null,null,"Tipologia rete",null,{"$f":"Rif!$Z$29","v":"RG NET BA G33"},null,null,null,"Connettori al m2",null,{"$f":"Rif!$N$41","v":"6"}]
[]
[]
[null,null,"CARATTERISTICHE MECCANICHE MURATURA RINFORZATA"]
[]
[]
[null,null,"Parametri meccanici muratura rinforzata"]
[null,null,"Resistenza a compressione",null,null,null,null,null,null,"fm,r",{"$f":"Rif!$K$21*Rif!$L$51","v":1},"N/mm2"]
[null,null,"Incremento massimo consentito",null,null,{"$f":"(Rif!L50-1)","v":0.5},"Incremento conseguito",null,null,{"$f":"K24/Rif!K21-1","v":0}]
[]
[null,null,"Resistenza a taglio",null,null,null,null,null,null,"τ0,r",{"$f":"MIN(Rif!$D$49:$E$49)","v":6.3E-2},"N/mm2"]
[null,null,"Incremento massimo consentito",null,null,2.5,"Incremento conseguito",null,null,{"$f":"'3'!K27/Rif!M21-1","v":2.5000000000000004}]
[]
[null,null,"Modulo di elasticità normale",null,null,null,null,null,null,"Em,r",{"$f":"K33/0.4","v":1625},"N/mm2"]
[null,null,"Incremento conseguito",null,null,{"$f":"K30/Rif!Q21-1","v":0.86781609195402298}]
[]
[null,null,"Modulo di elasticità tangenziale",null,null,null,null,null,null,"Gm,r",{"$f":"Rif!E52","v":650},"N/mm2"]
[null,null,"Incremento conseguito",null,null,{"$f":"K33/Rif!S21-1","v":1.2413793103448274}]
[]
[null,null,"Bilanciamento intervento"]
[null,null,{"$f":"IF(OR(K37<0.6),\"ATTENZIONE-ERRORE modificare rinforzo\",\"Intonaco bilanciato\")","v":"Intonaco bilanciato"},null,null,null,null,null,null,"δ1",{"$f":"0.5*('2'!$K$21*Rif!$Q$36)/(1.5*Rif!D49*IF(Rif!D44=1,(Rif!$Q$36+Rif!$F$23),(Rif!$Q$36*2+Rif!$F$23)))","v":1.7240687292245154}]
[null,null,{"$f":"IF(OR(K38<0.6),\"ATTENZIONE-ERRORE modificare rinforzo\",\"Rete bilanciata\")","v":"Rete bilanciata"},null,null,null,null,null,null,"δ2",{"$f":"2*('2'!$K$30)/(1.5*Rif!D49*IF(Rif!D44=1,(Rif!$Q$36+Rif!$F$23),(Rif!$Q$36*2+Rif!$F$23))*'2'!$K$32)","v":2.0897802778478973}]
[null,null,"Rapporto di bilanciamento (si consigliano valori >1.00)",null,null,null,null,null,null,"δ3",{"$f":"K37/K38","v":0.82500000000000007}]
[]
[null,null,{"$f":"IF(AND(K37>0.6,K38>0.6,VALUE(K15)>=30,VALUE(K15)<=50),\"Rinforzo dimensionato correttamente\",\"Errore nel progetto\")","v":"Rinforzo dimensionato correttamente"}]

{"sheet":"3 (2)","index":8,"n_rows":41,"n_cols":12,"rows_kept":41,"cut":false,"hidden":false,"merged":[[16,10,16,11],[19,2,19,11],[22,2,22,11],[23,2,23,8],[26,2,26,8],[14,2,14,3],[14,4,14,5],[14,8,14,9],[16,2,16,3],[16,4,16,5],[16,8,16,9],[2,6,3,11],[7,2,7,11],[10,2,10,4],[10,5,10,11],[12,2,12,3],[40,2,40,11],[24,2,24,4],[24,6,24,8],[27,2,27,4],[27,6,27,8],[30,2,30,4],[33,2,33,4],[38,2,38,8],[38,10,38,11],[29,2,29,8],[32,2,32,8],[35,2,35,11],[36,2,36,8],[36,10,36,11],[37,2,37,8],[37,10,37,11]]}
[]
[]
[null,null,null,null,null,null,"MURATURA RINFORZATA"]
[]
[]
[]
[]
[null,null,"RIEPILOGO PARAMETRI IMMESSI"]
[]
[]
[null,null,"Tipologia di muratura da NTC",null,null,{"$f":"Rif!$D$15","v":"Muratura in pietrame disordinata "}]
[]
[null,null,"Spessore muratura",null,{"$f":"Rif!$F$23","v":"300"},"mm"]
[]
[null,null,"Tipologia intonaco",null,{"$f":"Rif!$Z$35","v":"FM55"},null,null,null,"Spessore intonaco",null,{"$f":"Rif!$Q$36","v":"30"},"mm"]
[]
[null,null,"Tipologia rete",null,{"$f":"Rif!$Z$29","v":"RG NET BA G33"},null,null,null,"Connettori al m2",null,{"$f":"Rif!$N$41","v":"6"}]
[]
[]
[null,null,"CARATTERISTICHE MECCANICHE MURATURA RINFORZATA"]
[]
[]
[null,null,"Parametri meccanici muratura rinforzata"]
[null,null,"Resistenza a compressione",null,null,null,null,null,null,"fm,r",{"$f":"Rif!$K$21*Rif!$L$51","v":1},"N/mm2"]
[null,null,"Incremento massimo consentito",null,null,{"$f":"(Rif!L50-1)","v":0.5},"Incremento conseguito",null,null,{"$f":"K24/Rif!K21-1","v":0}]
[]
[null,null,"Resistenza a taglio",null,null,null,null,null,null,"τ0,r",{"$f":"MIN(Rif!$D$49:$E$49)","v":6.3E-2},"N/mm2"]
[null,null,"Incremento massimo consentito",null,null,2.5,"Incremento conseguito",null,null,{"$f":"'3'!K27/Rif!M21-1","v":2.5000000000000004}]
[]
[null,null,"Modulo di elasticità normale",null,null,null,null,null,null,"Em,r",{"$f":"K33/0.4","v":1625},"N/mm2"]
[null,null,"Incremento conseguito",null,null,{"$f":"K30/Rif!Q21-1","v":0.86781609195402298}]
[]
[null,null,"Modulo di elasticità tangenziale",null,null,null,null,null,null,"Gm,r",{"$f":"Rif!E52","v":650},"N/mm2"]
[null,null,"Incremento conseguito",null,null,{"$f":"K33/Rif!S21-1","v":1.2413793103448274}]
[]
[null,null,"Bilanciamento intervento"]
[null,null,{"$f":"IF(OR(K37<0.6),\"ATTENZIONE-ERRORE modificare rinforzo\",\"Intonaco bilanciato\")","v":"Intonaco bilanciato"},null,null,null,null,null,null,"δ1",{"$f":"0.5*('2'!$K$21*Rif!$Q$36)/(1.5*Rif!D49*IF(Rif!D44=1,(Rif!$Q$36+Rif!$F$23),(Rif!$Q$36*2+Rif!$F$23)))","v":1.7240687292245154}]
[null,null,{"$f":"IF(OR(K38<0.6),\"ATTENZIONE-ERRORE modificare rinforzo\",\"Rete bilanciata\")","v":"Rete bilanciata"},null,null,null,null,null,null,"δ2",{"$f":"2*('2'!$K$30)/(1.5*Rif!D49*IF(Rif!D44=1,(Rif!$Q$36+Rif!$F$23),(Rif!$Q$36*2+Rif!$F$23))*'2'!$K$32)","v":2.0897802778478973}]
[null,null,"Rapporto di bilanciamento (si consigliano valori >1.00)",null,null,null,null,null,null,"δ3",{"$f":"K37/K38","v":0.82500000000000007}]
[]
[null,null,{"$f":"IF(AND(K37>=0.6,K38>=0.6,VALUE(K15)>=30,VALUE(K15)<=50),\"Rinforzo dimensionato correttamente\",\"Errore nel progetto\")","v":"Rinforzo dimensionato correttamente"}]