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![Page 1: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/1.jpg)
COMPUTOS METRICOS
Nº REFERENCIA
1 Trazado y Replanteo
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
A-B
2 Excavación Zapatas (0-1.5m) con retroexcavadora
3 Excavación Cimientos terreno blando manual
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
6 Cimiento de Hº Cº 60% P.D. Dosificación (1:2:4)
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
PROYECTO: DETERMINACION DE COMPUTOS "TALLER DE INFRAESTRUCTURA VIAL"
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A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
7 Sobrecimiento de Hº Aº Dosificación (1:2:3)
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
8 Impermeabilización con asfalto
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
![Page 3: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/3.jpg)
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
9 Zapatas de Hº Aº Dosificación (1:2:3)
10 Relleno y Compactado con maquinaria
Volumen de excavacion zapatas
Volumen de excavacion cimientos
Volumen de zapatas
Volumen de cimientos en las zapatas
Volumen de columnas en las zapatas
11 Columna de Hº Aº Dosificación (1:2:3)
12 Muro Ladrillo Cerámico 6H , e=18 cm Dosificación (1:5)
Planta baja (Muros exterior)
A-H
E-H
A-R
D-N
H-I
Ventana 1
Ventana 2
Ventana 3
![Page 4: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/4.jpg)
Ventana 4
Porton
13 Muro Ladrillo Cerámico 6H , e=12 cm Dosificación (1:5)
Planta baja (Muros internos)
*Puertas
*Ventanas
14 Viga de Hº Aº Dosificación (1:2:3)
planta baja
17 Contrapiso de Piedra e=15cm 60%P.D. Dosificación (1:2:3)
Deposito de Planchas y Tubos
Soldadura, Corte y Armado de Letreros
Pintado de Planchas
Pasillo 1
Pasillo 2
Baño
Vestuario
Lijado de Planchas y Letras Manuales
Oficina administrativa y plotter
Deposito
24 Revoque Interior de Yeso
Deposito de Planchas y Tubos
Soldadura, Corte y Armado de Letreros
Pintado de Planchas
Pasillo 1
![Page 5: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/5.jpg)
Pasillo 2
Baño
Vestuario
Lijado de Planchas y Letras Manuales
Oficina administrativa y plotter
Deposito
Ventana
Puerta 1
Puerta 2
Puerta 3
25 Revoque Exterior Cemento-Cal
Pared Exterior
Puerta 1
Ventana 1
Ventana 2
Ventana 3
29 Prov. Coloc. Puerta de Madera Tipo Tablero
Puerta deposito de planchas y tubos
Puerta 1 Ingreso a Taller
Puerta 2 Ingreso a Taller
Puerta Vestuario, Oficina Administrativa, Lijado de Planchas.
puertas de baño
30 Prov. Coloc. Ventana de Aluminio
Ventana 1
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Ventana 2
Ventana 3
31 Reja para Ventana Metálica
Ventana 1 Exterior
Ventana 2 Exterior
Ventana 3 Exterior
32 Barnizado de Puertas
barnizado exterior total de puertas
barnizado interior total de puertas
33 Pintura Interior
estara en funcion del revoque interior yeso
34 Pintura Exterior
estara en funcion del revoque exterior
35 Prov. Coloc. Vidrio Doble
se asume que el area ocupada por los vidrios es 95% de la ventana
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COMPUTOS METRICOS
UNID. CANT. AREA/VOL. LARGO ANCHO ALTO
[m]
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 4
A-R 1 8
H-I 1 5.3
L-M 1 3.3
A-B 1 4.4
16 1.00 1.00 1.50 1.50
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.50 0.60 1.14
A-R 1 7.80 0.50 0.60 2.34
H-I 1 4.70 0.50 0.60 1.41
L-M 1 2.90 0.50 0.60 0.87
1 4.80 0.50 0.60 1.44
1 3.40 0.50 0.60 1.02
1 3.90 0.50 0.60 1.17
1 2.90 0.50 0.60 0.87
A-B 1 4.20 0.50 0.60 1.26
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.50 0.60 1.14
ETERMINACION DE COMPUTOS "TALLER DE INFRAESTRUCTURA VIAL"
TOTAL PARC.
[m3]
[m3]
[m3]
![Page 8: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/8.jpg)
A-R 1 7.80 0.50 0.60 2.34
H-I 1 4.70 0.50 0.60 1.41
L-M 1 2.90 0.50 0.60 0.87
1 4.80 0.50 0.60 1.44
1 3.40 0.50 0.60 1.02
1 3.90 0.50 0.60 1.17
1 2.90 0.50 0.60 0.87
A-B 1 4.20 0.50 0.60 1.26
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.20 0.40 0.30
A-R 1 7.80 0.20 0.40 0.62
H-I 1 4.70 0.20 0.40 0.38
L-M 1 2.90 0.20 0.40 0.23
4.80 0.50 0.40 0.96
3.40 0.50 0.40 0.68
3.90 0.50 0.40 0.78
2.90 0.50 0.40 0.58
A-B 1 4.20 0.20 0.40 0.34
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.20 0.76
A-R 1 7.80 0.20 1.56
H-I 1 4.70 0.20 0.94
L-M 1 2.90 0.20 0.58
1 4.80 0.20 0.96
[m3]
[m2]
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1 3.40 0.20 0.68
1 3.90 0.20 0.78
1 2.90 0.20 0.58
A-B 1 4.20 0.20 0.84
22 0.80 0.80 0.40 0.26
22 0.80 0.80 1.50 0.96
22.92 22.92
-22 0.80 0.80 0.40 0.26
-16 0.80 0.50 0.60 0.24
-16 0.20 0.20 1.10 0.04
22 0.20 0.20 3.1 0.12
1 69.00 3.10 213.90
1 16.60 2.10 34.86
1 6.10 1.30 7.93
1 4.00 2.10 8.40
1 4.00 2.10 8.40
1 2.75 1.30 3.58
-2 1.00 0.60 0.60
-4 3.80 0.60 2.28
-1 2.90 0.60 1.74
[m3]
[m3]
[m3]
[m2]
![Page 10: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/10.jpg)
-1 3.20 0.60 1.92
-1 3.00 2.20 6.60
ANCHO ALTO
1 31.10
-3 0.90 2.20 1.98
-3 1.00 0.60 0.60
1 89.00 0.20 0.40 7.12
1 4.20 7.80 32.76
1 3.90 4.80 18.72
1 3.90 4.80 18.72
1 3 7.9 23.70
1 12.00 1.30 15.60
1 4.00 1.30 5.20
1 3.90 2.90 11.31
Lijado de Planchas y Letras Manuales 1 3.90 3.30 12.87
Oficina administrativa y plotter 1 3.9 3.3 12.87
Deposito 1 7.9 3.3 26.07
1 23.9 4.15 99.185
1 13.5 3.1 41.850
1 12.1 3.1 37.510
1 14.10 3.10 43.710
[m2]
[m3]
[m2]
[m2]
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1 29.30 3.10 90.830
1 10.60 3.10 32.860
1 12.00 3.10 37.200
Lijado de Planchas y Letras Manuales 1 14.40 3.10 44.640
Oficina administrativa y plotter 1 14.40 3.10 44.640
Deposito 1 22.4 2.85 63.840
-3 3.00 0.6 1.800
-3 3.00 2.2 6.600
-3 0.90 2.2 1.980
-2 0.70 2.2 1.540
1 73.3 3.1 227.23
-2 3 2.2 6.60
-2 1 0.6 0.60
-4 3.8 0.6 2.28
-2 6.1 0.6 3.66
[m2]
1 3 2.2 6.6
1 3 2.2 6.6
1 3 2.2 6.6
4 0.9 2.2 1.98
2 0.7 2.2 1.54
[m2]
4 1 0.6 0.6
[m2]
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4 3.8 0.6 2.28
2 3.2 0.6 1.92
[m2]
2 1 0.6 0.6
4 3.8 0.6 2.28
2 3.2 0.6 1.92
[m2]
1 30.80
1 30.80
[m2]
1 502.05
[m2]
1 196.39
[m2]
1 14.59
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COMPUTOS METRICOS
TOTAL
65.00
44.00
8.00
5.30
3.30
4.40
24.00
24.00
22.92
12.54
2.34
1.41
0.87
1.44
1.02
1.17
0.87
1.26
22.92
12.54
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2.34
1.41
0.87
1.44
1.02
1.17
0.87
1.26
4.91
3.34
0.62
0.38
0.23
0.00
0.00
0.00
0.00
0.34
15.28
8.36
1.56
0.94
0.58
0.96
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0.68
0.78
0.58
0.84
5.63
5.63
33.86
21.12
22.92
-5.63
-3.84
-0.70
2.73
2.73
256.49
213.90
34.86
7.93
8.40
8.40
3.58
-1.20
-9.12
-1.74
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-1.92
-6.60
23.36
31.10
-5.94
-1.80
7.12
7.12
177.82
32.76
18.72
18.72
23.70
15.60
5.20
11.31
12.87
12.87
26.07
502.05
99.19
41.85
37.51
43.71
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90.83
32.86
37.20
44.64
44.64
63.84
-5.40
-19.80
-5.94
-3.08
196.39
227.23
-13.20
-1.20
-9.12
-7.32
30.80
6.60
6.60
6.60
7.92
3.08
15.36
2.40
![Page 18: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/18.jpg)
9.12
3.84
10.32
1.20
9.12
3.84
61.60
30.80
30.80
502.05
502.05
196.39
196.39
14.59
14.59
![Page 19: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/19.jpg)
COMPUTOS METRICOS
Nº REFERENCIA
1 Trazado y Replanteo
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
A-B
2 Excavación Zapatas (0-1.5m) con retroexcavadora
3 Excavación Cimientos terreno blando manual
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
6 Cimiento de Hº Cº 60% P.D. Dosificación (1:2:4)
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
PROYECTO: DETERMINACION DE COMPUTOS "TALLER DE INFRAESTRUCTURA VIAL"
![Page 20: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/20.jpg)
A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
7 Sobrecimiento de Hº Aº Dosificación (1:2:3)
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
8 Impermeabilización con asfalto
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R
A-R
H-I
L-M
B-B1; C-C1
![Page 21: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/21.jpg)
D-D1; E-E1
D1-E1; E1-F1; D2-L
D2-N
A-B
9 Zapatas de Hº Aº Dosificación (1:2:3)
10 Relleno y Compactado con maquinaria
Volumen de excavacion zapatas
Volumen de excavacion cimientos
Volumen de zapatas
Volumen de cimientos en las zapatas
Volumen de columnas en las zapatas
11 Columna de Hº Aº Dosificación (1:2:3)
12 Muro Ladrillo Cerámico 6H , e=18 cm Dosificación (1:5)
Planta baja (Muros exterior)
A-H
E-H
A-R
D-N
H-I
Ventana 1
Ventana 2
Ventana 3
![Page 22: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/22.jpg)
Ventana 4
Porton
13 Muro Ladrillo Cerámico 6H , e=12 cm Dosificación (1:5)
Planta baja (Muros internos)
*Puertas
*Ventanas
14 Viga de Hº Aº Dosificación (1:2:3)
planta baja
17 Contrapiso de Piedra e=15cm 60%P.D. Dosificación (1:2:3)
Deposito de Planchas y Tubos
Soldadura, Corte y Armado de Letreros
Pintado de Planchas
Pasillo 1
Pasillo 2
Baño
Vestuario
Lijado de Planchas y Letras Manuales
Oficina administrativa y plotter
Deposito
24 Revoque Interior de Yeso
Deposito de Planchas y Tubos
Soldadura, Corte y Armado de Letreros
Pintado de Planchas
Pasillo 1
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Pasillo 2
Baño
Vestuario
Lijado de Planchas y Letras Manuales
Oficina administrativa y plotter
Deposito
Ventana
Puerta 1
Puerta 2
Puerta 3
25 Revoque Exterior Cemento-Cal
Pared Exterior
Puerta 1
Ventana 1
Ventana 2
Ventana 3
29 Prov. Coloc. Puerta de Madera Tipo Tablero
Puerta deposito de planchas y tubos
Puerta 1 Ingreso a Taller
Puerta 2 Ingreso a Taller
Puerta Vestuario, Oficina Administrativa, Lijado de Planchas.
puertas de baño
30 Prov. Coloc. Ventana de Aluminio
Ventana 1
![Page 24: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/24.jpg)
Ventana 2
Ventana 3
31 Reja para Ventana Metálica
Ventana 1 Exterior
Ventana 2 Exterior
Ventana 3 Exterior
32 Barnizado de Puertas
barnizado exterior total de puertas
barnizado interior total de puertas
33 Pintura Interior
estara en funcion del revoque interior yeso
34 Pintura Exterior
estara en funcion del revoque exterior
35 Prov. Coloc. Vidrio Doble
se asume que el area ocupada por los vidrios es 95% de la ventana
![Page 25: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/25.jpg)
COMPUTOS METRICOS
UNID. CANT. AREA/VOL. LARGO ANCHO ALTO
[m]
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 4
A-R 1 8
H-I 1 5.3
L-M 1 3.3
A-B 1 4.4
16 1.00 1.00 1.50 1.50
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.50 0.60 1.14
A-R 1 7.80 0.50 0.60 2.34
H-I 1 4.70 0.50 0.60 1.41
L-M 1 2.90 0.50 0.60 0.87
1 4.80 0.50 0.60 1.44
1 3.40 0.50 0.60 1.02
1 3.90 0.50 0.60 1.17
1 2.90 0.50 0.60 0.87
A-B 1 4.20 0.50 0.60 1.26
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.50 0.60 1.14
ETERMINACION DE COMPUTOS "TALLER DE INFRAESTRUCTURA VIAL"
TOTAL PARC.
[m3]
[m3]
[m3]
![Page 26: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/26.jpg)
A-R 1 7.80 0.50 0.60 2.34
H-I 1 4.70 0.50 0.60 1.41
L-M 1 2.90 0.50 0.60 0.87
1 4.80 0.50 0.60 1.44
1 3.40 0.50 0.60 1.02
1 3.90 0.50 0.60 1.17
1 2.90 0.50 0.60 0.87
A-B 1 4.20 0.50 0.60 1.26
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.20 0.40 0.30
A-R 1 7.80 0.20 0.40 0.62
H-I 1 4.70 0.20 0.40 0.38
L-M 1 2.90 0.20 0.40 0.23
4.80 0.50 0.40 0.96
3.40 0.50 0.40 0.68
3.90 0.50 0.40 0.78
2.90 0.50 0.40 0.58
A-B 1 4.20 0.20 0.40 0.34
B-C; C-D; D-E; E-F; F-G; G-H; I-J; J-K; K-L; M-N; Q-R 11 3.80 0.20 0.76
A-R 1 7.80 0.20 1.56
H-I 1 4.70 0.20 0.94
L-M 1 2.90 0.20 0.58
1 4.80 0.20 0.96
[m3]
[m2]
![Page 27: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/27.jpg)
1 3.40 0.20 0.68
1 3.90 0.20 0.78
1 2.90 0.20 0.58
A-B 1 4.20 0.20 0.84
22 0.80 0.80 0.40 0.26
22 0.80 0.80 1.50 0.96
22.92 22.92
-22 0.80 0.80 0.40 0.26
-16 0.80 0.50 0.60 0.24
-16 0.20 0.20 1.10 0.04
22 0.20 0.20 3.1 0.12
1 69.00 3.10 213.90
1 16.60 2.10 34.86
1 6.10 1.30 7.93
1 4.00 2.10 8.40
1 4.00 2.10 8.40
1 2.75 1.30 3.58
-2 1.00 0.60 0.60
-4 3.80 0.60 2.28
-1 2.90 0.60 1.74
[m3]
[m3]
[m3]
[m2]
![Page 28: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/28.jpg)
-1 3.20 0.60 1.92
-1 3.00 2.20 6.60
ANCHO ALTO
1 31.10
-3 0.90 2.20 1.98
-3 1.00 0.60 0.60
1 89.00 0.20 0.40 7.12
1 4.20 7.80 32.76
1 3.90 4.80 18.72
1 3.90 4.80 18.72
1 3 7.9 23.70
1 12.00 1.30 15.60
1 4.00 1.30 5.20
1 3.90 2.90 11.31
Lijado de Planchas y Letras Manuales 1 3.90 3.30 12.87
Oficina administrativa y plotter 1 3.9 3.3 12.87
Deposito 1 7.9 3.3 26.07
1 23.9 4.15 99.185
1 13.5 3.1 41.850
1 12.1 3.1 37.510
1 14.10 3.10 43.710
[m2]
[m3]
[m2]
[m2]
![Page 29: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/29.jpg)
1 29.30 3.10 90.830
1 10.60 3.10 32.860
1 12.00 3.10 37.200
Lijado de Planchas y Letras Manuales 1 14.40 3.10 44.640
Oficina administrativa y plotter 1 14.40 3.10 44.640
Deposito 1 22.4 2.85 63.840
-3 3.00 0.6 1.800
-3 3.00 2.2 6.600
-3 0.90 2.2 1.980
-2 0.70 2.2 1.540
1 73.3 3.1 227.23
-2 3 2.2 6.60
-2 1 0.6 0.60
-4 3.8 0.6 2.28
-2 6.1 0.6 3.66
[m2]
1 3 2.2 6.6
1 3 2.2 6.6
1 3 2.2 6.6
4 0.9 2.2 1.98
2 0.7 2.2 1.54
[m2]
4 1 0.6 0.6
[m2]
![Page 30: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/30.jpg)
4 3.8 0.6 2.28
2 3.2 0.6 1.92
[m2]
2 1 0.6 0.6
4 3.8 0.6 2.28
2 3.2 0.6 1.92
[m2]
1 30.80
1 30.80
[m2]
1 502.05
[m2]
1 196.39
[m2]
1 14.59
![Page 31: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/31.jpg)
COMPUTOS METRICOS
TOTAL
65.00
44.00
8.00
5.30
3.30
4.40
24.00
24.00
22.92
12.54
2.34
1.41
0.87
1.44
1.02
1.17
0.87
1.26
22.92
12.54
![Page 32: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/32.jpg)
2.34
1.41
0.87
1.44
1.02
1.17
0.87
1.26
4.91
3.34
0.62
0.38
0.23
0.00
0.00
0.00
0.00
0.34
15.28
8.36
1.56
0.94
0.58
0.96
![Page 33: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/33.jpg)
0.68
0.78
0.58
0.84
5.63
5.63
33.86
21.12
22.92
-5.63
-3.84
-0.70
2.73
2.73
256.49
213.90
34.86
7.93
8.40
8.40
3.58
-1.20
-9.12
-1.74
![Page 34: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/34.jpg)
-1.92
-6.60
23.36
31.10
-5.94
-1.80
7.12
7.12
177.82
32.76
18.72
18.72
23.70
15.60
5.20
11.31
12.87
12.87
26.07
502.05
99.19
41.85
37.51
43.71
![Page 35: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/35.jpg)
90.83
32.86
37.20
44.64
44.64
63.84
-5.40
-19.80
-5.94
-3.08
196.39
227.23
-13.20
-1.20
-9.12
-7.32
30.80
6.60
6.60
6.60
7.92
3.08
15.36
2.40
![Page 36: Computs metricos](https://reader035.fdocument.pub/reader035/viewer/2022082206/56d6bd6c1a28ab30168dec07/html5/thumbnails/36.jpg)
9.12
3.84
10.32
1.20
9.12
3.84
61.60
30.80
30.80
502.05
502.05
196.39
196.39
14.59
14.59