CALCULAR
EXPORTAR CSV
LIMPIAR
DISENO DE MEZCLA DE CONCRETO HIDRAULICO - SHILSTONE / ACI 211
f'c (kg/cm2)
SD
f'cr
290.00
K1 Trit
K1 Nat
Z
1.6020
K1 Tipo
Triturado
Natural
TMA (mm)
9.5
12.5
19
25
37.5
50
Agua SSS (L)
% Red RAR
Agua Efec
155.03
a/c
0.624
Cemento
248.36
Reduccion RAR
13.48
MATERIALES
MATERIAL
Diseno SSS
MF
Densidad
Abs %
Aire %
Vol Abs (L)
Hum %
Corr 1m3
% Trit
Notas
CEMENTO
248.36
-
-
-
81.43
-
248.36
-
ARENA 1
350.98
895.00
ARENA 2/JAL
-
0.00
0.00
GRAVA 3/8
-
0.00
0.00
GRAVA 3/4
-
239.68
604.00
GRAVA 1 1/2
-
159.61
407.00
AGUA
155.03
-
1.00
-
-
155.03
-
208.53
-
TOTAL kg/m3
2,309.39
2,362.88
PROPORCIONES Y MODULO
% Grava/Vol Abs
53.22%
% Arena/Vol Abs
46.78%
% Grava/SSS
53.04%
% Arena/SSS
46.96%
Rel G/A
1.130
Rel A/Finos
0.136
% G3/8 (peso)
% G3/4 (peso)
% G1.5 (peso)
% A1 (peso)
% A2 (peso)
Mod Comb
6.04
GRANULOMETRIA INTEGRAL Y SHILSTONE
MALLA
mm
Power 0.45
% Pasa Integral
% Ret Acum
% Ret Parcial
2"
50
113.82
100.00
0.00
0.00
1 1/2"
37.5
100.00
100.00
0.00
0.00
1"
25
83.32
82.51
17.49
17.49
3/4"
19
73.64
79.55
20.45
2.96
1/2"
12.5
61.00
59.69
40.31
19.86
3/8"
9.5
53.91
49.89
50.11
9.79
No. 4
4.75
39.46
38.50
61.50
11.39
No. 8
2.36
28.81
32.09
67.91
6.41
No. 16
1.18
21.09
27.62
72.38
4.48
No. 30
0.6
15.55
18.53
81.47
9.09
No. 50
0.3
11.39
6.09
93.91
12.44
No. 100
0.15
8.34
1.68
98.32
4.41
No. 200
0.075
6.10
0.52
99.48
1.16
Charola
0
0.00
-0.00
100.00
0.52
Modulo Integral
5.66
CF
73.79
WF
FM
38.50
Estado FM (49-54%)
FUERA
ZONA II - TRABAJABLE
PESOS RETENIDOS (g)
MALLA
PESO RETENIDO
% RETENIDO
% RET ACUM
% PASA
G3/8
G3/4
G1.5
A1
A2
A3
G1
G2
G3
A1
A2
A3
G1
G2
G3
A1
A2
A3
G1
G2
G3
A1
A2
A3
2"
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
100.0
100.0
100.0
100.0
100.0
100.0
1 1/2"
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
100.0
100.0
100.0
100.0
100.0
100.0
1"
0.0
0.0
81.9
0.0
2.4
9.3
0.0
0.0
81.9
0.0
2.4
9.3
100.0
100.0
18.1
100.0
97.6
90.7
3/4"
0.0
0.0
13.9
0.0
3.7
0.0
0.0
0.0
95.8
0.0
6.1
9.3
100.0
100.0
4.2
100.0
93.9
90.7
1/2"
0.0
59.8
4.2
0.0
5.0
0.0
0.0
59.8
100.0
0.0
11.1
9.3
100.0
40.2
0.0
100.0
88.9
90.7
3/8"
5.4
30.9
0.0
0.0
3.5
0.0
5.4
90.7
100.0
0.0
14.6
9.3
94.6
9.3
0.0
100.0
85.4
90.7
No. 4
79.6
9.0
0.0
18.2
16.4
6.2
85.0
99.8
100.0
18.2
31.0
15.5
15.0
0.2
0.0
81.8
69.0
84.5
No. 8
11.7
0.2
0.0
13.5
17.3
15.5
96.8
100.0
100.0
31.7
48.2
30.9
3.2
0.0
0.0
68.3
51.8
69.1
No. 16
3.2
0.0
0.0
9.5
16.0
10.3
100.0
100.0
100.0
41.2
64.3
41.2
-0.0
0.0
0.0
58.8
35.7
58.8
No. 30
0.0
0.0
0.0
19.4
15.9
15.5
100.0
100.0
100.0
60.5
80.2
56.7
-0.0
0.0
0.0
39.5
19.8
43.3
No. 50
0.0
0.0
0.0
26.5
11.9
27.8
100.0
100.0
100.0
87.0
92.2
84.5
-0.0
0.0
0.0
13.0
7.8
15.5
No. 100
0.0
0.0
0.0
9.4
4.6
9.3
100.0
100.0
100.0
96.4
96.8
93.8
-0.0
0.0
0.0
3.6
3.2
6.2
No. 200
0.0
0.0
0.0
2.5
1.8
5.2
100.0
100.0
100.0
98.9
98.6
99.0
-0.0
0.0
0.0
1.1
1.4
1.0
Charola
0.0
0.0
0.0
1.1
1.4
1.0
100.0
100.0
100.0
100.0
100.0
100.0
-0.0
0.0
0.0
-0.0
0.0
0.0
TOTAL
2,264.0
2,012.5
9,440.0
726.9
3,903.0
970.0
100%
CURVA GRANULOMETRICA
METODOS:
NMX-C-30, C-73, C-77, C-164, C-166, C-170