diseÑo din 10--45 (tecnologia del concreto)

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Hoja1OBRA AOBRA BOBRA Ccarga de rotareafc 12diasfc 28diascarga de rotareafc 12diasfc 28diascarga de rotareafc 12diasfc 28dias97176.7145868248.98322.7696176.7145868246.41319.4497176.7145868248.98322.7696176.7145868246.41319.4498176.7145868251.55326.0991176.7145868233.58302.8096176.7145868246.41319.4488176.7145868225.88292.8289176.7145868228.44296.1499176.7145868254.11329.4293176.7145868238.71309.4594176.7145868241.28312.7892176.7145868236.15306.1391176.7145868233.58302.8096176.7145868246.41319.4488176.7145868225.88292.8298176.7145868251.55326.0993176.7145868238.71309.4585176.7145868218.18282.8386176.7145868220.74286.1689176.7145868228.44296.1491176.7145868233.58302.8089176.7145868228.44296.1490176.7145868231.01299.4789176.7145868228.44296.1495176.7145868243.85316.1189176.7145868228.44296.1492176.7145868236.15306.1397176.7145868248.98322.7697176.7145868248.98322.7695176.7145868243.85316.1189176.7145868228.44296.1495176.7145868243.85316.1194176.7145868241.28312.7899176.7145868254.11329.4290176.7145868231.01299.4795176.7145868243.85316.111289176.7145868228.44296.141313S13.2402935746S15.0238528255S10.70951531752278.972708.5938446677219714.3273601456GRANULOMETRIA PARA AGREGADO GRUESOGRANULOMETRIA PARA AGREGADO FINOtamizWinicial= 10000grtamizWinicial= 2500grestndar para AGRAGDO GRUESO 3",1 1/2",3/4",3/8"estndar para AGREGADO FINO N: 4,8,16,30,50,100tamiz Nw retcorreccion% w ret % w ret acum% q pasatamiz Nw retcorreccion% w ret % w ret acum% q pasa2"240237.432.372.3797.6348583.003.323.3296.681 1/2"510507.435.077.4592.558355353.0014.1217.4482.561"918915.439.1516.6083.4010320318.0012.7230.1669.843/4"23102307.4323.0739.6860.3220395393.0015.7245.8854.121/2"26602657.4326.5766.2533.7540418416.0016.6462.5237.483/8"33203317.4333.1799.430.5760343341.0013.6476.1623.841/4"6057.430.57100.000.0080285283.0011.3287.4812.52120262260.0010.4097.882.12SUMA10018100002005553.002.12100.000.00SUMA25182500.00METODO DIN 1045 para el volumen absoluto total de agregadosse hace con los %retenidos en las mallas standars, menores al TMN ejemplo : para un TMN escogido = 3/4" de la granulometria anterior tenemosTAMIZ NGRAVAARENATANTEOVolumen absoluto del AG =0.72%retenido%retenidoXYVolumen absoluto del AF =0.28acumulado Xacumulado Y0.720.283"0001 1/2"7.4505.383/4"39.68028.653/8"99.43071.7941003.3274.60810017.4484.8016100072.2030100072.2050100072.20100100072.20519.999471solucion5.2

como el TMN es de 3/4" entonces solo sumaremos las mallas standar menorea a 3/4"