DISEO ACI

DISEO DE MEZCLAMETODO ACI

REQUISITOSPeC.SOL =3.156Vol abs(m3) =1fc (Kg/cm2) =210equivalenciasunidadesslump (") =6pie^31.00W-Kg42.50LaboratorioPiedraArenaCemento1bolsa1.0012P.e.2.67532.65743.15#latas1.50%w0.67%3.10%1bougui3.00%Abs1.34%2.49%0.021carretilla2.00PUS1510.093538051666.62340702m^30.0283PUC1620.001938.53lampaMF7.763.60cascosTmax(")1.00#litros27.00(Dn-Tn)max(")3/41 mixer35.31

Proporcion en pesoProporcion en pesoProporcion en volumenCPdArCPdArCPdAr11.981.8411.991.8911.981.71

DISEO ESTATICODISEO DINAMICOVOL. Wpeso(Kg)P.e.(g/cm3)volumen(m3)R.U.D.O.R.U.tanda blsR.U. (Vol)0.09Cemento(bls)442.3523.1500.1401.000442.3521.0001.0001.00040.023Agua(L)206.6671.0000.2070.467207.5720.46919.94319.94318.781Piedra(Kg)874.8002.6750.3271.978880.6621.99184.6121.97979.680Arena(Kg)812.9322.6570.3061.838838.1331.89580.5261.70675.833% aire2.0000.020214.316601er pasoCalculo del agua2do pasoCalculo del cementoTnmax(") =3/4tabla 01fc (Kg/cm2)210.00slump(") =6.00F.S.84.00tabla 09fcr (Kg/cm2)294.00tabla 02slump(")agua(L)limite infe4.00200.00fcr (Kg/cm2)a/cslump(")6.00206.67limite infe350.000.40Limite sup7.00210.00a/c =294.000.47Agua =206.67Limite sup300.000.46Cemento(Kg) =442.353er pasoCalculo de la piedraPd=PUC*(b/b0)tabla 034to pasoCalculo del aire atrapadotabla 04(Dn-Tn)max(")0.75M.F.(b/b0)aire atrap (%) =2.00inmediato infe3.200.58(b/b0)3.600.54diseo dinamicoLimite inferior3.000.60piedra(Kg) =874.80

5to pasoCalculo del Vol. Arena6to pasoCalculo de la piedra y arenaPdf=Pds*(1+w(%)/100) =880.66Vol. Ar =0.306Arf=Ars*(1+w(%)/100) =838.13

7mo pasoCalculo del agua por humedad8vo pasoCalculo del agua finalPdf=Pds*((w(%)-Abs(%))/100) =-5.86H2O = agua inicial - agua por humedadArf=Ars*((w(%)-Abs(%))/100) =4.96Agua =207.57agua =-0.90

BMEN0.100.00628VOL TOTALVOL REALCBMAYOR0.200.000790.075400.09048AGUAALTURA0.60VOL0.00550PIEDRAARENABASE0.15VOL0.00530ALTURA0.30

DISEO GLOBAL

DISEO DE MEZCLAMTODO DEL AGREGADO GLOBAL

REQUISITOSPeC.SOL =3.156Vol abs(m3) =1fc (Kg/cm2) =280equivalenciasunidadesslump (") =5pie^31.00Relacion Pd/Ar52.38%47.62%W-Kg42.501bolsa1.0012LaboratorioPiedraArenaCemento#latas1.50P.e.2.67532.65743.151bougui3.00%w0.67%3.10%1carretilla2.00%Abs1.34%2.49%m^30.0283PUS1510.093538051666.62340702lampaPUC1620.001938.53cascosMF7.763.60#litros27.00Tmax(")1.001 mixer35.31(Dn-Tn)max(")3/4Proporcion en pesoProporcion en volumenProporcion en pesoCPdArCPdArCPdAr11.621.5011.611.3511.611.45

diseo estaticodiseo dinamicoVOL. Wpeso(Kg)P.e.(g/cm3)volumen(m3)R.U.D.O.R.U.tanda blsR.U. (Vol)1.20000.1699010796Cemento(bls)530.6193.1500.1681.000530.6191.0001.0001.000636.743290.153Agua(L)203.3331.0000.2030.383204.3510.38516.36816.368245.221634.720Piedra(Kg)852.3072.6750.3191.606858.0171.61768.7231.6071,029.6205145.778Arena(Kg)769.6692.6570.2901.451793.5291.49563.5581.347952.2350134.821% aire2.0000.0202863.8203

1er pasoCalculo del agua2do pasoCalculo del cementoTnmax(") =3/4tabla 01fc (Kg/cm2)280.00slump(") =5.00F.S.84.00tabla 09fcr (Kg/cm2)364.00tabla 02slump(")agua(L)nmb, 7limite infe4.00200.00fcr (Kg/cm2)a/cslump(")5.00203.33limite infe300.000.46Limite sup7.00210.00a/c =364.000.38Agua =203.33Limite sup350.000.40Cemento(Kg) =530.623er pasoCalculo volumetrico de la piedra Vol.Pd=(1-vol(cemento,agua,aire)xRel(piedra)4to pasoCalculo del aire atrapadotabla 04(Dn-Tn)max(")0.75Vol.Cemento0.168aire atrap (%) =2.00Vol.Agua0.203Vol.Aire0.020diseo dinamico

Vol.Pd =0.319

5to pasoCalculo volumetrico de la arena6to pasoCalculo de la piedra y arenaVol.Ar=(1-vol(cemento,agua,aire)xRel(arena)Pdf=Pds*(1+w(%)/100) =858.02Vol. Ar =0.290Arf=Ars*(1+w(%)/100) =793.53

7mo pasoCalculo del agua por humedad8vo pasoCalculo del agua finalPdf=Pds*((w(%)-Abs(%))/100) =-5.71H2O = agua inicial - agua por humedadArf=Ars*((w(%)-Abs(%))/100) =4.69Agua =204.35agua =-1.02

BMEN0.100.00628V. REALCBMAYOR0.200.000790.075400.09048AGUAALTURA0.600.00550PIEDRAARENABASE0.150.00530ALTURA0.30

DATOSPdARPUCPdArPd/ArPUS1506.949736711666.623407022102.008455280.400.600.667PUC1620.001946.642133.572220790.450.550.818Pd/Ar47.92%52.08%2124.329444840.500.501.0002125.64984140.550.451.2222083.397151320.600.401.500

titoCEL964429600TITOdatos PIEDRA CHANCAA. FINO (ARENA GRUESA)AGREGADO GLOBALhumedad0.67%3.10%absorcion1.34%2.490323335muestra sss %P.E. sss2.67532.6574muetra seca %P.E. aperente2.5881579pucpusTnmax3/4".MODULO DE FINURAMF3.6

CURVA PUC-Pd.Ar (2)PUCPdArPd/ArPdARPUCPdArPd/Ar2102.008455280.400.600.667PUS1510.093538051666.623407022102.008455280.400.600.6672133.572220790.450.550.818PUC1620.001938.532133.572220790.450.550.8182125.64984140.550.451.222Pd/Ar47.92%52.08%2124.329444840.500.501.0002083.397151320.600.401.5002125.64984140.550.451.2222083.397151320.600.401.500

corregido relacion PdAr)PUCPdArPd/Ar2102.008455280.400.600.6672133.572220790.450.550.818

2125.64984140.550.451.2222083.397151320.600.401.500

Pd52.38%Ar47.62%