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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"SIĞ TEMELLERİN TAŞIMA GÜCÜ KAPASİTESİ HESABIv.1   (Toprak Zeminlerde Statik ve Depremli Durum için)"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PROJE ADI :",null,null,null,null,null,null,null,null,null,null,null,"LÜTFEN SORUNLARI VE ÖNERİLERİNİZİ gurelozdemir2@gmail.com adresine iletiniz."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ada/Parsel No :",null,null,null,null,null,null,null,null,null,null,null,"300 PAFTA 2278 ADA/7 PARSEL",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Parsel Sorgu",null,null,null,null,null,"Koordinatlar:  X:",null,null,null,null,null,null,null,null,123456.1,null,null,null,null,null,null,"Y:",null,null,null,1234567.1000000001,null,null,null,null,null,"Kot:",null,null,1270,null,null,null,null,"Datum:",null,null,null,"ITRF-3°"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Temel Veri Girişi ve Seçim Yapma2"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Genel Parametreler [Temel etki derinliği içerisinde tek tabakalı homojen zemin koşullarında geçerlidir]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Yük ve Eğim Bilgileri3 [Statik Proje Müellifi'nden alınacaktır]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Temel Genişliği (B) :",null,null,null,null,null,null,null,null,null,null,null,4,null,null,null,null,null,null,null,null,null,"Genel Parametreler",null,{"$f":"IF($AY$11=0,\"φᵤ=0 için γ₁=γ₂[doygun]\",\"\")","v":"φᵤ=0 için γ₁=γ₂[doygun]"},null,null,null,null,"g1 [doğal]",null,null,null,18,null,null,null,null,null,null,null,"Temel Yük Eğimi:",null,null,null,null,null,null,null,null,null,"Yük eğimi yok",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Belirlenen Yerel Zemin Sınıfı:",null,null,null,null,null,null,null,null,null,null,null,"ZD"]
[null,"TMMOB JEOLOJİ MÜHENDİSLERİ ODASI ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Temel Uzunluğu (L) :",null,null,null,null,null,null,null,null,null,null,null,5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"γ2 [doygun]",null,null,null,18,null,null,null,null,null,null,null,"eB=Mx/N :",null,null,null,null,null,null,null,null,null,"eL=My/N :",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Temel Taşıma Gücü                       Dayanım Katsayısı, γRv:",null,null,null,null,null,null,null,null,null,null,null,1.4]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sığ Temel Tipi :",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(ISTEXT(AD10),\"Tanımlı değil\",IF($AD$9<$AD$10,\"Dikdörtgen\",IF($AD$9=$AD$10,\"Kare\",IF(AD10<AD9,\"Kontrol ediniz\"))))","v":"Dikdörtgen"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"øᵤ\",\"ø\")","v":"øᵤ"},null,null,null,null,null,null,null,null,0,null,null,null,null,null,null,null,"Hx [kN] :",null,null,null,null,null,null,null,null,null,"Hy [kN] :",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Statik Durumda                                                  Temel Taban Basıncı, qo:                ",null,null,null,null,null,null,null,null,null,null,null,220]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Temel Derinliği (Df) :",null,null,null,null,null,null,null,null,null,null,null,1.5,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"cᵤ\",\"c\")","v":"cᵤ"},null,null,null,null,null,null,null,null,40,null,null,null,null,null,null,null,"N [Toplam Düşey Yük] :",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N: Düşey Kuvvet [kN];                         Hx, Hy: Yatay Kuvvet [kN];             Mx,My: Eğilme Mom. [kN·m]"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Depremli Yükleme Durumu İçin Temel Taban Basıncı:                    ",null,null,null,null,null,null,null,null,null,null,null,200]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Yeraltı Suyu Derinliği :",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($R$16=TRUE,$AF$14>0),\"L\",IF(AND($R$16=FALSE,$AF$14=\"\"),\"L\",IF(AND($AY$11=0,$AF$14>0),\"L\",\"\")))","v":""},null,"Zemin Tipi:",null,null,null,null,null,null,"Az siltli kum",null,null,null,null,null,null,null,null,null,null,null,"α ( °) :",null,null,null,null,null,null,null,null,null,"β( °) :"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,true,{"$f":"IF($R$16=TRUE,100,$AF$14)","v":100},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ED 50-3°","ED 50-6°","WGS 84","ITRF-3°","ITRF-6°",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Yük eğimi yok","Temel genişliği yönünde","Temel uzunluğu yönünde","Çift yönlü eksantrisite",null,null,null,null,null,null,"ZA","ZB","ZC","ZD","ZE",null,null,null,null,null,null,null,null,null,null,null,null,true]
[null,"Terzaghi Taşıma Gücü Formülü                                                    (1943)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Meyerhof Taşıma Gücü Formülü                                                             (1963)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Brinch Hansen Taşıma Gücü Formülü  (1970)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vesic Taşıma Gücü Formülü                    (1973)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Genel Taşıma Gücü Formülü                      (TBDY-2018)"]
[]
[]
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[null,"KPγ=",null,null,null,null,{"$f":"8.4834+(2.3427*EXP(0.0971*$G$25))+(0.0000208*EXP(0.343*$G$25))","v":10.8261208},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",null,null,null,{"$f":"$AD$9","v":4},null,null,null,null,null,"Ng =",null,null,null,{"$f":"(TAN(RADIANS(1.4*$AY$11))*($AK$23-1))","v":0},null,null,null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",\"iq,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"iq,L =\",\"iq =\"))","v":"iq ="},null,null,null,null,{"$f":"IF($BF$32=0,1,IF($AY$11=0,1,IF(AND($AY$11>0,$BQ$9=\"Temel genişliği yönünde\"),(1-((0.5*$AW$32)/($BQ$12+($BO$42*$BW$42*$BF$31*_xlfn.COT(RADIANS($AY$11))))))^BA26,IF(AND($AY$11>0,$BQ$9=\"Temel uzunluğu yönünde\"),(1-((0.5*AW32)/($BQ$12+($BO$42*$BW$42*BF31*_xlfn.COT(RADIANS($AY$11))))))^BA26))))","v":1},null,null,"α:",3,"gq =",null,null,null,{"$f":"IF($BU$14=0,1,((1-0.5*TAN(RADIANS($BU$14)))^5))","v":1},null,null,null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",\"iq,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"iq,L =\",\"iq =\"))","v":"iq ="},null,null,null,{"$f":"IF($BF$32=0,1,IF($AY$11=0,1,IF(AND($AY$11>0,(1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^$CA$32<0),0,IF(AND($AY$11>0, (1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^$CA$32>0),(1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^$CA$32))))","v":1},null,null,null,null,"gq =",null,null,null,null,{"$f":"IF($BU$14=\"\",1,((1-TAN(RADIANS($BU$14)))^2))","v":1},null,null,null,null,"iq =",null,null,null,{"$f":"IF(CN22=\"M\",AA25,IF(CN22=\"H\",AW26,IF(CN22=\"V\",BQ26)))","v":1},null,null,null,null,"gq =",null,null,null,{"$f":"IF($CV$22=\"H\",$BF$26,IF($CV$22=\"V\",CA26))","v":1}]
[null,"aθ=",null,null,null,null,{"$f":"EXP(PI()*(0.75-$G$25/360)*TAN($G$25*PI()/180))","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"sg =",null,null,null,{"$f":"IF($AA$29>0,\"\",IF(AND($AY$11=10,$AD$10=\"şerit\"),1,IF(AND($AY$11>0,$AD$10=\"şerit\"),1+0.1*(TAN(RADIANS(45+($AY$11/2)))^2)*(0),IF($AY$11=0,1,IF($AY$11>0,1+0.1*(TAN(RADIANS(45+($AY$11/2)))^2)*($BO$42/$BW$42))))))","v":1},null,null,null,null,null,"dg =",null,null,null,{"$f":"IF($AY$11>0,(1+0.1*SQRT(TAN(RADIANS(45+($AY$11/2)))^2)*($AD$12/$AD$9)),1)","v":1},null,null,null,null,null,null,"bq =",null,null,null,null,{"$f":"IF($BM$14=\"\",1,IF($AY$11>=0,EXP((-2*(RADIANS($BM$14))*TAN($AY$11*PI()/180)))))","v":1},null,null,null,null,{"$f":"IF($AY$11=0,\"ϒd·Dғ=\",\"ϒ₁·Dғ=\")","v":"ϒd·Dғ="},null,null,null,{"$f":"$G$23","v":27},null,null,null,null,null,null,"bq =",null,null,null,{"$f":"IF($BM$14=\"\",1,(1-RADIANS($BM$14)*TAN($BQ$32*PI()/180))^2)","v":1},null,null,null,null,{"$f":"IF($AY$11=0,\"ϒd·Dғ=\",\"ϒ₁·Dғ=\")","v":"ϒd·Dғ="},null,null,null,null,{"$f":"$G$23","v":27},null,null,null,null,"bq =",null,null,null,{"$f":"IF(CN23=\"H\",AW27,IF(CN23=\"V\",BQ27))","v":1},null,null,null,null,{"$f":"IF($AY$11=0,\"ϒd·Dғ=\",\"ϒ₁·Dғ=\")","v":"ϒd·Dғ="},null,null,null,{"$f":"$G$23","v":27}]
[null,"γw =",null,null,null,null,9.81,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ig =",null,null,null,{"$f":"IF($AY$11=0,1,(1-($AA$29/$AY$11))^2)","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"B =",null,null,null,null,{"$f":"$AD$9","v":4},null,null,null,null,"Ng =",null,null,null,{"$f":"(1.5*TAN(RADIANS($AY$11))*($BF$24-1))","v":0},null,null,null,null,null,null,"B =",null,null,null,{"$f":"$AD$9","v":4},null,null,null,null,"Ng =",null,null,null,null,{"$f":"(2*TAN(RADIANS($BQ$32))*($CA$24+1))","v":0},null,null,null,null,{"$f":"BL42","v":"B ="},null,null,null,{"$f":"$BO$42","v":4},null,null,null,null,"Ng =",null,null,null,{"$f":"(2*TAN(RADIANS($AY$11))*(CS24-1))","v":0}]
[null,{"$f":"IF(B32=\"Genel Makaslama Yenilmesi\",\"\",\"c*, ø*: Lokal Makaslama Yenilmesi için 2/3 oranında azaltılmış değerler.\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"θ=",null,null,null,{"$f":"IF($BQ$9=\"Yük eğimi yok\",0,IF($BQ$9=\"Temel uzunluğu yönünde\",ATAN(BV11/BQ12)*180/PI(),IF($BQ$9=\"Temel genişliği yönünde\",ATAN(BN11/BQ12)*180/PI())))","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BQ9=\"Yük eğimi yok\",\"sγ =\",IF(BQ9=\"Temel genişliği yönünde\",\"sγ,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"sγ,L =\")))","v":"sγ ="},null,null,null,null,{"$f":"IF(AND($AY$11>=0,$AD$10=\"şerit\",$BQ$9=\"Yük eğimi yok\"),1,IF(AND($AY$11>=0,$BQ$9=\"Yük eğimi yok\",(1-(0.4*($BO$42/$BW$42)))<0.6),0.6,IF(AND($AY$11>=0,$BQ$9=\"Yük eğimi yok\",(1-(0.4*($BO$42/$BW$42)))>=0.6),1-(0.4*($BO$42/$BW$42)),IF(AND($AY$11>=0,$BQ$9=\"Temel genişliği yönünde\",(1-(0.4*(AD9/AD10)*AW30))<0.6),0.6,IF(AND($AY$11>=0,$BQ$9=\"Temel genişliği yönünde\",(1-(0.4*(AD9/AD10)*AW30))>0.6),1-(0.4*(AD9/AD10)*AW30),IF(AND($AY$11>=0,$BQ$9=\"Temel uzunluğu yönünde\",(1-(0.4*(AD10)/AD9)*AW30)<0.6),0.6,IF(AND($AY$11>=0,$BQ$9=\"Temel uzunluğu yönünde\",(1-(0.4*(AD10)/AD9)*AW30)>0.6),1-(0.4*(AD10)/AD9)*AW30)))))))","v":0.67999999999999994},null,null,null,null,{"$f":"IF(BQ9=\"Yük eğimi yok\",\"dγ =\",IF(BQ9=\"Temel genişliği yönünde\",\"dγ,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"dγ,L =\")))","v":"dγ ="},null,null,null,1,null,null,null,null,null,null,{"$f":"IF($BQ$9=\"Temel genişliği yönünde\",\"sγ,B\",IF($BQ$9=\"Temel uzunluğu yönünde\",\"sγ,L\",\"sγ\" ))","v":"sγ"},null,null,null,{"$f":"IF(AND($AD$11=\"Dikdörtgen\",$BQ$9=\"Yük eğimi yok\"),1-(0.4*(AD9/AD10)),IF(AND($AD$11=\"Dikdörtgen\",$BQ$9=\"Temel genişliği yönünde\"),1-(0.4*(AD9/AD10)),IF(AND($AD$11=\"Dikdörtgen\",$BQ$9=\"Temel uzunluğu yönünde\"),1-(0.4*(AD10/AD9)),IF($AD$11=\"Kare\",0.6,IF($AD$11=\"Daire [B=D]\",0.6,IF($AD$11=\"Şerit\",1,\"-\"))))))","v":0.67999999999999994},null,null,null,null,"dg =",null,null,null,null,{"$f":"IF($BQ$32=0,1,IF($BQ$32>0,1))","v":1},null,null,null,null,"sg =",null,null,null,{"$f":"IF(CN21=\"M\",AA27,IF(CN21=\"H\",AW29,IF(CN21=\"V\",BQ29)))","v":0.67999999999999994},null,null,null,null,"dg =",null,null,null,{"$f":"IF(CV21=\"M\",$AK$27,IF(CV21=\"H\",$BF$29,IF(CV21=\"V\",$CA$29)))","v":1}]
[null,"Zemin yenilme tipi için seçim yapınız.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Kp=",null,null,null,{"$f":"TAN(RADIANS(45+($AY$11/2)))^2","v":0.99999999999999978},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",\"iᵧ,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"iᵧ,L =\",\"iᵧ =\"))","v":"iᵧ ="},null,null,null,null,{"$f":"IF($AY$11=0,1,IF(BF32=0,1,IF($BM$14>0,(1-((((0.7-$BM$14)/450)*AW32)/(BQ12+($BO$42*$BW$42*$BF$31*_xlfn.COT(RADIANS($AY$11))))))^BA30,IF(AND($AY$11>0,$BQ$9=\"Temel genişliği yönünde\"),(1-((0.7*AW32)/(BQ12+($BO$42*$BW$42*$BF$31*_xlfn.COT(RADIANS($AY$11))))))^BA30,IF(AND($AY$11>0,$BQ$9=\"Temel uzunluğu yönünde\"),(1-((0.7*AW32)/(BQ12+($BO$42*$BW$42*$BF$31*_xlfn.COT(RADIANS($AY$11))))))^BA30)))))","v":1},null,null,"α:",4,"gg =",null,null,null,{"$f":"IF($BU$14=0,1,((1-0.5*TAN(RADIANS($BU$14)))^5))","v":1},null,null,null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",\"iᵧ,B =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"iᵧ,L =\",\"iᵧ =\"))","v":"iᵧ ="},null,null,null,{"$f":"IF($BF$32=0,1,IF($AY$11=0,1,IF(AND($AY$11>0,(1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^($CA$32+1)<0),0,IF(AND($AY$11>0,(1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^($CA$32+1)>0),(1-($AW$32/($BQ$12+(($BO$42*$BW$42*$BF$31)*_xlfn.COT(RADIANS($AY$11))))))^($CA$32+1)))))","v":1},null,null,null,null,"gg =",null,null,null,null,{"$f":"IF($BU$14=\"\",1,((1-TAN(RADIANS($BU$14)))^2))","v":1},null,null,null,null,"ig =",null,null,null,{"$f":"IF(CN22=\"M\",AA28,IF(CN22=\"H\",AW30,IF(CN22=\"V\",BQ30)))","v":1},null,null,null,null,"gg =",null,null,null,{"$f":"IF($CV$22=\"H\",$BF$30,IF($CV$22=\"V\",$CA$30))","v":1}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"bg =",null,null,null,null,{"$f":"IF($BM$14=\"\",1,IF($AY$11>=0,EXP((-2.7*RADIANS($BM$14)*TAN($AY$11*PI()/180)))))","v":1},null,null,null,null,"ca=",null,null,null,{"$f":"$AY$12*BI31","v":40},null,null,1,null,null,null,"bg =",null,null,null,{"$f":"IF($BM$14=\"\",1,(1-RADIANS($BM$14)*TAN($BQ$32*PI()/180))^2)","v":1},null,null,null,null,{"$f":"IF(AND(($AY$11>0),($AD$12/$AD$9<=1)),\"k\",IF(AND(($AY$11>0),($AD$12/$AD$9>1)),\"k' (rad.)\",IF(AND(($AY$11=0),($AD$12/$AD$9<=1)),\"k\",IF(AND(($AY$11=0),($AD$12/$AD$9>1)),\"k' (rad.)\"))))","v":"k"},null,null,null,null,{"$f":"IF($AD$12/$AD$9<=1,AD12/AD9,ATAN($AD$12/$AD$9))","v":0.375},null,null,null,null,"bg =",null,null,null,{"$f":"IF(CN23=\"H\",AW31,IF(CN23=\"V\",BQ31))","v":1}]
[null,"Genel Makaslama Yenilmesi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",\"HB =\",IF(BQ9=\"Temel uzunluğu yönünde\",\"HL=\",\"-\"))","v":"-"},null,null,null,null,{"$f":"IF(BQ9=\"Temel genişliği yönünde\",BN11,IF(BQ9=\"Temel uzunluğu yönünde\",BV11,SQRT(BN11^2+BV11^2)))","v":0},null,null,null,null,"θ=",null,null,null,{"$f":"IF($BQ$9=\"Yük eğimi yok\",0,IF($BQ$9=\"Temel uzunluğu yönünde\",ATAN(BV11/BQ12)*180/PI(),IF($BQ$9=\"Temel genişliği yönünde\",ATAN(BN11/BQ12)*180/PI())))","v":0},null,null,null,null,null,null,{"$f":"IF($BD$41>0,\"f* =\",\"f =\")","v":"f ="},null,null,null,{"$f":"IF($BG$41>0,(0.67+$BG$41-(($BG$41^2)*0.75))*$AY$11,$AY$11)","v":0},null,null,null,null,{"$f":"IF(AND($BQ$9=\"Temel genişliği yönünde\",BN11>0),\"mB=\",IF(AND($BQ$9=\"Temel uzunluğu yönünde\",BV11>0),\"mL=\",\"-\"))","v":"-"},null,null,null,null,{"$f":"IF(AND($BQ$9=\"Temel genişliği yönünde\",BV11>0,BN11>0),SQRT((((2+($BO$42/$BW$42))/(1+($BO$42/$BW$42)))^2) +(((2+($BW$42/$BO$42))/(1+($BW$42/$BO$42)))^2)),IF(AND($BQ$9=\"Temel uzunluğu yönünde\",BV11>0,BN11>0),SQRT((((2+($BO$42/$BW$42))/(1+($BO$42/$BW$42)))^2) +(((2+($BW$42/$BO$42))/(1+($BW$42/$BO$42)))^2)),IF($BQ$9=\"Temel genişliği yönünde\",(2+($BO$42/$BW$42))/(1+($BO$42/$BW$42)),IF($BQ$9=\"Temel uzunluğu yönünde\",(2+($BW$42/$BO$42))/(1+($BW$42/$BO$42)),\"-\"))))","v":"-"},null,null,null,null,"Düzeltme katsayıları için                                 seçim yapınız",null,null,null,null,null,null,null,null,null,null,null,null,"Vesic [V]"]
[null,{"$f":"IF(AND(B32=\"Genel Makaslama Yenilmesi\",AY11=0),\"qk=cᵤ∙Nc∙K₁+q\",IF(AND(B32=\"Lokal Makaslama Yenilmesi\",AY11=0),\"qk=cᵤ*∙Nc*∙K₁+q\",IF(B32=\"Genel Makaslama Yenilmesi\",\"qk=c∙Nc∙K₁+γ₁∙Df∙Nq+1/2 γ₂∙B∙Nγ∙K₂\",\"qk=c*∙Nc*∙K₁+γ₁∙Df∙Nq*+1/2∙ γ₂∙B∙Nᵧ*∙K₂\")))","v":"qk=cᵤ∙Nc∙K₁+q"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"qk=cᵤ∙Nc∙sc∙dc∙ic + q\",\"qk=c∙Nc∙sc∙dc∙ic + γ₁∙Df∙Nq∙sq∙dq∙iq + 1/2∙ γ₂∙B∙Nᵧ∙sᵧ∙dᵧ∙iᵧ\")","v":"qk=cᵤ∙Nc∙sc∙dc∙ic + q"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"Ø=0 için: qk=5.14∙cu∙(1+s'c+d'c)\",\"qk=c∙Nc∙sc∙dc∙ic∙gc∙bc+γ₁∙Df∙Nq∙sq∙dq∙iq∙gq∙bq+1/2∙γ₂∙B∙Nᵧ∙sᵧ∙dᵧ∙iᵧ∙gᵧ∙bᵧ\")","v":"Ø=0 için: qk=5.14∙cu∙(1+s'c+d'c)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"qk=cᵤ∙Nc∙sc∙dc∙ic∙gc∙bc + q\",\"qk=c∙Nc∙sc∙dc∙ic∙gc∙bc+γ₁∙Df∙Nq∙sq∙dq∙iq∙gq∙bq +1/2∙γ₂∙B∙Nᵧ∙sᵧ∙dᵧ∙iᵧ∙gᵧ∙bᵧ\")","v":"qk=cᵤ∙Nc∙sc∙dc∙ic∙gc∙bc + q"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AY11=0,\"qk=cᵤ∙Nc∙sc∙dc∙ic∙gc∙bc + q\",\"qk=c∙Nc∙sc∙dc∙ic∙gc∙bc+γ₁∙Df∙Nq∙sq∙dq∙iq∙gq∙bq+1/2∙γ₂∙B'∙Nᵧ∙sᵧ∙dᵧ∙iᵧ∙gᵧ∙bᵧ\")","v":"qk=cᵤ∙Nc∙sc∙dc∙ic∙gc∙bc + q"}]
[]
[null,"qk =",null,null,null,null,null,null,null,null,{"$f":"IF(OR(BN10>0,BV10>0),\"Hesaplanamaz\",IF($AY$11=0,$G$20*$P$20*$G$21+$G$23,IF($S$16>=($AD$12+$AD$9),($G$20*$P$20*$G$21+$G$23*$P$22+0.5*$P$21*$P$23*$G$24*$P$24),IF(AND($S$16<($AD$12+$AD$9),$S$16<$AD$12),($G$20*$P$20*$G$21+$G$23*$P$22+0.5*$P$21*$P$23*$G$24*$P$24),IF($S$16=$AD$12,($G$20*$P$20*$G$21)+($AY$9*$AD$12*$P$22)+(0.5*$P$21*$P$23*$G$24*$P$24),IF(AND($S$16<($AD$12+$AD$9),$S$16>$AD$12),($G$20*$P$20*$G$21+$G$23*$P$22+(0.5*$P$21*$P$23*$G$24*$P$24)),\"-\"))))))","v":310.33449342708059},null,null,null,null,null,null,null,null,null,null,null,"qk =",null,null,null,null,null,null,null,{"$f":"IF(AND($S$16>=($AD$12+$AD$9)),PRODUCT($AA$20,$AK$20,$AA$21,$AK$21,$AA$22)+PRODUCT($AK$25,$AK$23,$AA$24,$AK$24,$AA$25)+PRODUCT(0.5,$AK$22,$AD$9,$AK$26,$AA$27,$AK$27,$AA$28),IF(AND($S$16<($AD$12+$AD$9),$AF$14<$AD$12),PRODUCT($AA$20,$AK$20,$AA$21,$AK$21,$AA$22)+PRODUCT($AK$25,$AK$23,$AA$24,$AK$24,$AA$25)+PRODUCT(0.5,$AK$22,$AD$9,$AK$26,$AA$27,$AK$27,$AA$28),IF(AND($S$16<($AD$12+$AD$9),$S$16=$AD$12),PRODUCT($AA$20,$AK$20,$AA$21,$AK$21,$AA$22)+PRODUCT($AK$25,$AK$23,$AA$24,$AK$24,$AA$25)+PRODUCT(0.5,$AK$22,$AD$9,$AK$26,$AA$27,$AK$27),IF(AND($S$16<($AD$12+$AD$9),$AF$14>$AD$12),PRODUCT($AA$20,$AK$20,$AA$21,$AK$21,$AA$22)+PRODUCT($AK$25,$AK$23,$AA$24,$AK$24,$AA$28)+PRODUCT(0.5,$AK$22,$AD$9,$AK$26,$AA$27,$AK$27,$AA$28)))))","v":283.46264156105889},null,null,null,null,null,null,null,null,null,null,null,null,"qk =",null,null,null,null,null,null,null,null,{"$f":"IF($AY$11=0,5.14*$AW$20*(1+$AW$21+$BF$21),IF($AY$11=0,5.14*$AY$12*(1+$AW$21+$BF$21),IF(AND($S$16>=(AD12+AD9)),PRODUCT(AW20,BF20,AW21,BF21,AW22,BF22,AW23)+PRODUCT(BF27,BF24,AW25,BF25,AW26,BF26,AW27)+PRODUCT(0.5,BF23,BO42,BF28,AW29,BF29,AW30,BF30,AW31),IF(AND($S$16<(AD12+AD9),$S$16<AD12),PRODUCT($AW$20,$BF$20,$AW$21,$BF$21,$AW$22,$BF$22,$AW$23)+PRODUCT(BF27,BF24,AW25,BF25,AW26,BF26,AW27)+PRODUCT(0.5,BF23,BO42,BF28,AW29,BF29,AW30,BF30,AW31),IF(AND($S$16<(AD12+AD9),$S$16=AD12),PRODUCT(AW20,BF20,AW21,BF21,AW22,BF22,AW23)+PRODUCT(BF27,BF24,AW25,BF25,AW26,BF26,AW27)+PRODUCT(0.5,BF23,BO42,BF28,AW29,BF29,AW30,BF30,AW31),IF(AND($S$16<(AD12+AD9),$S$16>AD12),PRODUCT(AW20,BF20,AW21,BF21,AW22,BF22,AW23)+PRODUCT(BF27,BF24,AW25,BF25,AW26,BF26,AW27)+PRODUCT(0.5,BF23,BO42,BF28,AW29,BF29,AW30,BF30,AW31)))))))","v":263.16800000000006},null,null,null,null,null,null,null,null,null,null,null,"qk =",null,null,null,null,null,null,null,{"$f":"IF(AND($S$16>=($AD$12+$AD$9)),PRODUCT(BQ20,CA20,BQ21,CA21,BQ22,CA22,BQ23)+PRODUCT(CA27,CA24,BQ25,CA25,BQ26,CA26,BQ27)+PRODUCT(0.5,CA23,BO42,CA28,BQ29,CA29,BQ30,CA30,BQ31),IF(AND($S$16<($AD$12+$AD$9),$S$16<AD12),PRODUCT(BQ20,CA20,BQ21,CA21,BQ22,CA22,BQ23)+PRODUCT(CA27,CA24,BQ25,CA25,BQ26,CA26,BQ27)+PRODUCT(0.5,CA23,BO42,CA28,BQ29,CA29,BQ30,CA30,BQ31),IF(AND($S$16<($AD$12+$AD$9),$S$16=AD12),PRODUCT(BQ20,CA20,BQ21,CA21,BQ22,CA22,BQ23)+PRODUCT(CA27,CA24,BQ25,CA25,BQ26,CA26,BQ27)+PRODUCT(0.5,CA23,BO42,CA28,BQ29,CA29,BQ30,CA30,BQ31),IF(AND($S$16<($AD$12+$AD$9),$S$16>AD12),PRODUCT(BQ20,CA20,BQ21,CA21,BQ22,CA22,BQ23)+PRODUCT(CA27,CA24,BQ25,CA25,BQ26,CA26,BQ27)+PRODUCT(0.5,CA23,BO42,CA28,BQ29,CA29,BQ30,CA30,BQ31)))))","v":300.31326206513052},null,null,null,null,null,null,null,null,null,null,"qk =",null,null,null,null,null,null,null,{"$f":"IF(AND($S$16>=($AD$12+$AD$9)),PRODUCT(CJ20,CS20,CJ21,CS21,CJ22,CS22,CJ23)+PRODUCT(CS27,CS24,CJ25,CS25,CJ26,CS26,CJ27)+PRODUCT(0.5,CS23,BO42,CS28,CJ29,CS29,CJ30,CS30,CJ31),IF(AND($S$16<($AD$12+$AD$9),$S$16<$AD$12),PRODUCT(CJ20,CS20,CJ21,CS21,CJ22,CS22,CJ23)+PRODUCT(CS27,CS24,CJ25,CS25,CJ26,CS26,CJ27)+PRODUCT(0.5,CS23,BO42,CS28,CJ29,CS29,CJ30,CS30,CJ31),IF(AND($S$16<($AD$12+$AD$9),$S$16=$AD$12),PRODUCT(CJ20,CS20,CJ21,CS21,CJ22,CS22,CJ23)+PRODUCT(CS27,CS24,CJ25,CS25,CJ26,CS26,CJ27)+PRODUCT(0.5,CS23,BO42,CS28,CJ29,CS29,CJ30,CS30,CJ31),IF(AND($S$16<($AD$12+$AD$9),$S$16>$AD$12),PRODUCT(CJ20,CS20,CJ21,CS21,CJ22,CS22,CJ23)+PRODUCT(CS27,CS24,CJ25,CS25,CJ26,CS26,CJ27)+PRODUCT(0.5,CS23,BO42,CS28,CJ29,CS29,CJ30,CS30,CJ31)))))","v":300.31326206513052}]
[null,"qt = qk/γRv :",null,null,null,null,null,null,null,null,{"$f":"IF($K$35=\"Hesaplanamaz\",\"-\",$K$35/$CT$10)","v":221.66749530505757},null,null,null,null,null,null,null,null,null,null,null,"qt = qk/γRv :",null,null,null,null,null,null,null,{"$f":"$AE$35/$CT$10","v":202.47331540075635},null,null,null,null,null,null,null,null,null,null,null,null,"qt = qk/γRv :",null,null,null,null,null,null,null,null,{"$f":"$BA$35/$CT$10","v":187.97714285714292},null,null,null,null,null,null,null,null,null,null,null,"qt = qk/γRv :",null,null,null,null,null,null,null,{"$f":"$BU$35/$CT$10","v":214.50947290366466},null,null,null,null,null,null,null,null,null,null,"qt = qk/γRv :",null,null,null,null,null,null,null,{"$f":"$CN$35/$CT$10","v":214.50947290366466}]
[]
[null,"Genel Makaslama Yenilmesi","Lokal Makaslama Yenilmesi",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Genel makaslama yenilmesi","Lokal mak. yenilmesi","Zımbalama mak. yenilmesi",null,null,null,null,null,null,"Vesic [V]","Hansen [H]"]
[null,"AÇIKLAMALAR: Hesaplamaların sorumluluğu kullanıcıya aittir. Sığ Temellerin Taşıma Gücü Kapasitesi  hesap cetveline ait telif hakları, 5846 sayılı Fikir ve Sanat Eserleri Kanunu gereğince TMMOB Jeoloji Mühendisleri Odasına ait olup, izin almaksızın içeriğinde herhangi bir değişiklik yapılamaz. Hesap cetveli JMO logolu kullanılmak kaydıyla  ücretsiz olarak herkesin kullanımına açıktır. Ancak Oda logosunun hesap cetvelinden çıkarılarak kullanılmasının tespit edilmesi durumunda 5846 sayılı kanun gereğince ilgili kişi hakkında gerekli hukuki yollara başvurulur.  1- Program ile çözümün tek tabakalı zemin durumu için olduğu bilinmelidir. 2- Yalnızca \"Turuncu renkli hücrelerde\" seçim ve veri girişi yapılmalıdır. 3- L\"Kızgın yüz ifadesi\" hatalı işlemi ifade eder.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Zemin Yenilme Tipi:",null,null,null,null,null,null,null,null,null,null,null,"Efektif Boyutlar",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sığ Temellerin Taşıma Gücü Hesabı (TBDY, 16.8.3)  "]
[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,"Genel makaslama yenilmesi",null,null,null,null,null,null,null,null,null,null,null,"  Etkin Temel Genişliği, B'",null,null,null,null,null,null,null,"Etkin Temel Uzunluğu, L'",null,null,null,null,null,null,null,"Temelin Taşıma Gücünün Yeterliliği Koşulu: qo ≤ qt "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,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":"IF(OR(($AZ$40=\"Lokal mak. yenilmesi\"),($AZ$40=\"Zımbalama mak. yenilmesi\")),\"*Dᵣ=\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND($AZ$40=\"Genel makaslama yenilmesi\",$BG$41>0),\"L\",IF($BG$41>0.67,\"L\",IF(AND($AZ$40=\"Lokal mak. yenilmesi\",$BG$41=\"\"),\"L\",IF(AND($AZ$40=\"Lokal mak. yenilmesi\",$BG$41>0.67),\"L\",IF(AND($AZ$40=\"Zımbalama mak. yenilmesi\",$BG$41=\"\"),\"L\",\"\")))))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Düşey Taşıma Kapasitesi Kontrolü (Doğrulama)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(($AZ$40=\"Lokal mak. yenilmesi\"),($AZ$40=\"Zımbalama mak. yenilmesi\")),\"*Seçim için grafiği kullanınız.\",\"\")","v":""},null,null,null,null,null,null,{"$f":"IF(AND($AZ$40=\"Lokal mak. yenilmesi\",$BG$41>0),\"Mavi bölge içerisinde\",IF(AND($AZ$40=\"Zımbalama mak. yenilmesi\",$BG$41>0),\"Mavi bölge dışında\",\"\"))","v":""},null,null,null,null,{"$f":"IF($BN$10=\"\",\"B =\",\"B'=\")","v":"B ="},null,null,{"$f":"($AD$9-(2*$BN$10))","v":4},null,null,null,null,{"$f":"IF($BV$10=0,\"L =\",\"L'=\")","v":"L ="},null,null,{"$f":"IF($AD$10=\"şerit\",\"Şerit temel\",($AD$10-(2*$BV$10)))","v":5},null,null,null,null,"Statik Açıdan",null,null,null,null,null,null,null,null,null,null,"Dinamik Açıdan"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Df/B=",null,null,{"$f":"IF($AD$11=\"Kare\",$AD$12/$AD$9,IF($AD$11=\"Dikdörtgen\",$AD$12/((2*$AD$9*$AD$10)/($AD$9+$AD$10))))","v":0.33749999999999997},null,null,"f=",null,null,{"$f":"AY11","v":0},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($CT$11=\"\",\"\",IF(CN36>$CT$11,\" YETERLİ \",IF(CN36<$CT$11,\"YETERSİZ (?)\")))","v":"YETERSİZ (?)"},null,null,null,null,null,null,null,null,null,null,{"$f":"IF($CT$13=\"\",\"\",IF(CN36>$CT$13,\" YETERLİ\",IF(CN36<$CT$13,\"YETERSİZ (?)\")))","v":" YETERLİ"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vesic için yenilme tipi seçimi       ",null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF($BO$42>$BW$42, \"Program çözümü kontrol edilmeli\",\"\")","v":""}]

{"sheet":"Birim dönüşümü","index":1,"n_rows":44,"n_cols":10,"rows_kept":44,"cut":false,"hidden":false,"merged":[]}
["CONVERSION FACTORS"]
["CONVERSION FACTORS FROM SI",null,null,null,null,"CONVERSION FACTORS FROM"]
["TO ENGLISH UNITS",null,null,null,null,"ENGLISH TO SI UNITS"]
["SI'DAN İNGİLİZ BİRİMLERE DÖNÜŞÜM FAKTÖRLERİ",null,null,null,null,"İNGİLİZ BİRİMLERDEN SI BİRİMLERE DÖNÜŞÜM FAKTÖRLERİ"]
[null,null,null,null,null,"Length: "]
["Uzunluk/Length: ",null,null,null,null,"1 ft = 0.3048 m"]
["1 m = 3.2808 ft",null,null,null,null,"1 ft = 30.48 cm"]
["1 cm = 3.281 × 10-2 ft",null,null,null,null,"1 ft = 304.8 mm"]
["1 mm = 3.281 × 10-3 ft",null,null,null,null,"1 in. = 0.0254 m"]
["1 m = 39.37 in.",null,null,null,null,"1 in. = 2.54 cm"]
["1 cm = 0.3937 in.",null,null,null,null,"1 in. = 25.4 mm"]
["1 mm = 0.03937 in.",null,null,null,null,"Area "]
["Alan/Area: ",null,null,null,null,"1 ft2 = 929.03 × 10-4 m2"]
["1 m2 = 10.764 ft2",null,null,null,null,"1 ft2 = 929.03 cm2"]
["1 cm2 = 10.764 × 10-4 ft2",null,null,null,null,"1 ft2 = 929.03 × 102 mm2"]
["1 mm2 = 10.764 × 10-6 ft2",null,null,null,null,"1 in.2 = 6.452 × 10-4 m2"]
["1 m2 = 1550 in.2",null,null,null,null,"1 in.2 = 6.452 cm2"]
["1 cm2 = 0.155 in.2",null,null,null,null,"1 in.2 = 645.16 mm2"]
["1 mm2 = 0.155 × 10-2 in.2",null,null,null,null,"Volume: "]
["Hacim/Volume: ",null,null,null,null,"1 ft3 = 28.317 × 10-3 m3"]
["1 m3 = 35.32 ft3",null,null,null,null,"1 ft3 = 28.317 × 103 cm3"]
["1 cm3 = 35.32 × 10-4 ft3",null,null,null,null,"1 in.3 = 16.387 × 10-6 m3"]
["1 m3 = 61,023.4 in.3",null,null,null,null,"1 in.3 = 16.387 cm3"]
["1 cm3 = 0.061023 in.3",null,null,null,null,"Force: "]
["Kuvvet/Force: ",null,null,null,null,"1 lb = 4.448 N"]
["1 N = 0.2248 lb",null,null,null,null,"1 lb = 4.448 × 10-3 kN"]
["1 kN = 224.8 lb",null,null,null,null,"1 lb = 0.4536 kgf"]
["1 kgf = 2.2046 lb",null,null,null,null,"1 kips = 4.448 kN"]
["1 kN = 0.2248 kips",null,null,null,null,"1 U.S. ton = 8.896 kN"]
["1 kN = 0.1124 U.S. ton",null,null,null,null,"1 lb = 0.4536 × 10-3 metric ton"]
["1 metric ton = 2204.6 lb",null,null,null,null,"1 lb / ft = 14.593 N / m"]
["1 N / m = 0.0685 lb / ft",null,null,null,null,"Stress: "]
["Basınç/Stress: ",null,null,null,null,"1 lb / ft2 = 47.88 N / m2"]
["1 N / m2 = 20.885 × 10-3 lb / ft2",null,null,null,null,"1 lb / ft2 = 0.04788 kN / m2",null,null,null,"ksf (kilopounds per square foot) = kips/ft2 = 47.882 kN/m2"]
["1 kN / m2 = 20.885 lb / ft2",null,null,null,null,"1 U.S. ton / ft1 = 95.76 kN / m2",null,null,null,"kilopounds per square foot (ksf)"]
["1 kN / m2 = 0.01044 U.S. ton / ft2",null,null,null,null,"1 kip/ft2 = 47.88 kN / m2",null,null,null,"psf (pound per square foot) = 0.04788 kPa"]
["1 kN / m2 = 20.885 × 10-3 kip / ft2",null,null,null,null,"1 lb/in.2 = 6.895 kN / m2",null,null,null,"1 tsf (tons per square foot) = 95.76 kPa"]
["1 kN / m2 = 0.145 lb / in.2",null,null,null,null,"Unit weight: "]
["Birim Ağırlık/Unit weight: ",null,null,null,null,"1 lb / ft3 = 0.1572 kN/m3",null,null,null,"kcf=kips/ft3=157.079 kN/m3"]
["1 kN / m3 = 6.361 lb / ft3",null,null,null,null,"1 lb / in.3 = 271.43 kN/m3",null,null,null,"pcf = lbs/ft3=157.0874 kN/m3"]
["1 kN / m3 = 0.003682 lb / in.3",null,null,null,null,"Moment ",null,null,null,"ksi=kips/in2=6.89475 MPa"]
["Moment/Moment: ",null,null,null,null,"1 lb-ft = 1.3558 N · m",null,null,null,"psi veya lb/in2"]
["1 N · m = 0.7375 lb-ft",null,null,null,null,"1 lb-in. = 0.11298 N · m"]
["1 N · m = 8.851 lb-in."]