8/3/2019 DOSIFICACION 1M3

1/1

BASE 3.00% BASE 7.00% BASE 7.00% BASE 25%

FC= 50 KG/CM2 1.00 0.2440 0.2513 0.5180 0.5543 0.6280 0.6720 0.2470 0.3088

FC= 100 KG/CM2 1.00 0.2660 0.2740 0.5070 0.5425 0.6130 0.6569 0.2170 0.2713FC= 150 KG/CM2 1.00 0.3100 0.3240 0.5010 0.5361 0.6080 0.6506 0.2110 0.2638

FC= 200 KG/CM2 1.00 0.3580 0.3687 0.4960 0.5307 0.6000 0.6420 0.2010 0.2513

FC= 250 KG/CM2 1.00 0.4000 0.4120 0.5000 0.5350 0.5950 0.6367 0.1940 0.2425

FC= 300 KG/CM2 1.00 0.4300 0.4429 0.5040 0.5993 0.6120 0.6548 0.1960 0.2450

22.42 DOSIFICACION (M3)

BASE 3.00% BASE 7.00% BASE 7.00% BASE 25%

FC= 50 KG/CM2 22.42 5.4705 5.6341 11.6136 12.4274 14.0798 15.0662 5.5377 6.9233

FC= 100 KG/CM2 22.42 5.9637 6.1431 11.3669 12.1629 13.7435 14.7277 4.8651 6.0825

FC= 150 KG/CM2 22.42 6.9502 7.2641 11.2324 12.0194 13.6314 14.5865 4.7306 5.9144

FC= 200 KG/CM2 22.42 8.0264 8.2663 11.1203 11.8983 13.4520 14.3936 4.5064 5.6341

FC= 250 KG/CM2 22.42 8.9680 9.2370 11.2100 11.9947 13.3399 14.2748 4.3495 5.4369

FC= 300 KG/CM2 22.42 9.6406 9.9298 11.2997 13.4363 13.7210 14.6806 4.3943 5.4929

FABRICACION DE 1M3 DE CONCRETO T. M. A. 3/4"

RESISTENCIA A

LA COMPRESION

CONCRETO HECHO EN OBRA

1 M3

CEMENTO (ton) ARENA (m3) GRAVA (m3) AGUA (m3)

FABRICACION DE 1M3 DE CONCRETO T. M. A. 3/4"

CONCRETO HECHO EN OBRA

RESISTENCIA A

LA COMPRESION 1 M3

AGUA (m3)GRAVA (m3)ARENA (m3)CEMENTO (ton)