Hoja1diseo de concreto1cementofc210cambiaPe=30001fcr2520.22agua2TMN= 3/4"o granulomACI 1"3slump 3-4"consistenciaplastica3agregado4estimacionde agua segn slumpAfAgtabla ACI193lt/m^3Peaparente262026505relacionagua cementofcrPuss15401480A/C=0.617interpolanPusc175016506factor cementow0.030.005FC=312.8038897893abs0.0120.01volumen C=0.1042679633mf36.47det volumde la pasta (absolutos)aire atrap0.015Vol pasta=0.31226796338volmen deagregadoVol A=0.68773203679det de pesode agregadosmc=rf*mf-rg*mgrf+rg=1mc=5.365tabla 3rf=30.4411764706rg=69.558823529410det de volabsolutosde agregadoAf=0.2093537229Ag=0.478378313811det pesode agregadosAf=548.5067541234Ag=1267.70253154112materialespor m^3C=0.1042679633Agua dis=0.193af=0.2093537229Ag=0.4783783138aire atrapado0.015total113materiales corregidospor humedadAf=564.9619567471Ag=1274.0410441987agua efectiva189.4653910835proporcionen pesoscAfAgAgua11.80612190324.07297059210.605700239911.814.070.61proporcion en vol absCAfAgAgua12.00784321854.5879702531.85112.014.591.85