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SUSTENTO DE METRADOS Presup CREACION DEL PABELLON DE AULAS Y AMBIENTES COMPLEMENTARIOS PARA LA ESCUELA DE INGENIERIA AGRICOLA DE LA UNP Subpresup ESTRUCTURAS Cliente UNIVERSIDAD NACIONAL DE PIURA Lugar PIURA - PIURA - PIURA ITEM DESCRIPCION UND CANTIDAD N VECES LARGO ANCHO ALTO PARCIAL TOTAL 1.00 OBRAS PROVISIONALES 1.01 CASETA PARA ALMACENAMIENTO Y GUARDIANIA m2 1.00 8.00 10.00 80.00 1.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.6m x 2.4m u 1.00 1.00 1.00 1.03 MOVILIZACION Y DESMOVILIZACION PARA LA OBRA glb 1.00 1.00 1.00 1.04 CERCO PROVISIONAL PARA OBRA ml 1.00 365.00 365.00 2.00 TRABAJOS PRELIMINARES 2.01 LIMPIEZA DE TERRENO MANUAL m2 6968.33 Area total Area= 6968.33 2.02 TALA Y RETIRO DE ARBOLES Und 5.00 5.00 2.03 TRAZO NIVELACION Y REPLANTEO m2 2959.81 Bloque A 1.00 19.15 8.65 165.65 rotonda 1.00 9.86 8.65 85.29 Bloque B 1.00 23.49 8.65 203.19 Bloque C 1.00 11.50 35.15 404.23 esc 1.00 4.65 6.00 27.90 Bloque D 1.00 13.07 28.63 374.19 esc 1.00 4.65 6.00 27.90 Bloque E 1.00 29.55 11.12 328.60 Bloque F 1.00 37.55 22.37 839.99 Bloque G 1.00 22.48 22.37 502.88 2.04 TRAZO DURANTE LA EJECUCION DE OBRA m2 3865.47 Bloque A 1.00 19.15 8.65 165.65 talud 1:2 2.00 12.70 1.40 35.56 1.00 59.90 1.40 83.86 Bloque B 1.00 23.49 8.65 203.19 talud 1:2 2.00 25.70 1.60 82.24 2.00 13.55 1.60 43.36 Bloque C 1.00 11.50 35.15 404.23 talud 1:2 2.00 29.10 1.60 93.12 1.00 12.22 1.60 19.55 1.00 12.22 0.63 7.70 Bloque D 1.00 13.07 28.63 374.19 talud 1:2 2.00 21.85 1.40 61.18 2.00 33.91 1.40 94.95 Bloque E 1.00 26.50 21.75 576.38 talud 1:2 2.00 26.50 1.60 84.80 1.00 25.00 1.60 40.00 Bloque F 1.00 37.55 22.37 839.99 talud 1:2 2.00 37.55 1.40 105.14 1.00 22.37 1.40 31.32 Bloque G 1.00 11.96 9.06 108.36 talud 1:2 2.00 9.06 1.40 25.37 1.00 11.96 1.40 16.74 1.00 13.40 22.37 299.76 talud 1:2 2.00 13.40 1.40 37.52 1.00 22.37 1.40 31.32 2.05 INSTALACION PROVISIONAL DE ENERGIA ELECTRICA glb 1.00 1.00 1.00 ESTRUCTURAS 3.00 MOVIMIENTOS DE TIERRAS 3.01 EXCAVACION DE ZANJAS CON MAQUINARIA m3 7897.12 Bloque A Zap Corrida 2.00 1.00 9.85 1.20 2.68 63.36 t 1:2 2.00 2.00 9.85 1.40 1.34 73.91 t 1:2 2.00 2.00 4.00 1.40 1.34 30.02 Z-1 4.00 1.00 2.20 2.20 2.68 51.88 t 1:2 4.00 2.00 2.20 1.40 1.34 33.02 t 1:2 4.00 2.00 5.00 1.40 1.34 75.04 Z-2 2.00 1.00 2.50 4.80 2.68 64.32 t 1:2 2.00 2.00 4.80 1.40 1.34 36.02 t 1:2 2.00 2.00 5.30 1.40 1.34 39.77 VC 1 4.00 1.00 6.15 0.35 1.98 17.05 t 1:2 4.00 2.00 6.15 1.20 0.99 58.45 VC 2 2.00 1.00 1.99 0.30 1.98 2.36 t 1:2 2.00 2.00 1.99 1.20 0.99 9.46 2.00 1.00 2.02 0.30 1.98 2.40 t 1:2 2.00 2.00 1.99 1.20 0.99 9.46 2.00 1.00 1.79 0.30 1.98 2.13 t 1:2 2.00 2.00 1.99 1.20 0.99 9.46 2.00 1.00 1.57 0.30 1.98 1.87 t 1:2 2.00 2.00 1.99 1.20 0.99 9.46 Bloque B Z-1 4.00 1.00 2.50 2.50 2.68 67.00 t 1:2 4.00 2.00 2.50 1.40 1.34 37.52 t 1:2 4.00 2.00 5.30 1.40 1.34 79.54 3.00 1.00 1.50 1.50 2.68 18.09 t 1:2 3.00 2.00 1.50 1.40 1.34 16.88 t 1:2 3.00 2.00 4.30 1.40 1.34 48.40 3.00 1.00 2.40 2.40 2.68 46.31 t 1:2 3.00 2.00 2.40 1.40 1.34 27.01 t 1:2 3.00 2.00 5.20 1.40 1.34 58.53 3.00 1.00 1.60 1.60 2.68 20.58 t 1:2 3.00 2.00 1.60 1.40 1.34 18.01 t 1:2 3.00 2.00 4.40 1.40 1.34 49.53 2.00 1.00 2.45 1.50 2.68 19.70 t 1:2 2.00 2.00 2.45 1.40 1.34 18.38 t 1:2 2.00 2.00 4.30 1.40 1.34 32.27 VC 1 2.00 1.00 2.50 0.25 1.98 2.48 t 1:2 2.00 2.00 2.50 1.20 0.99 11.88 VC 2.00 1.00 2.63 0.25 1.98 2.60 t 1:2 2.00 2.00 2.63 1.20 0.99 12.50 VC 2.00 1.00 2.80 0.25 1.98 2.77 t 1:2 2.00 2.00 2.80 1.20 0.99 13.31 VC 2.00 1.00 3.57 0.25 1.98 3.53 t 1:2 2.00 2.00 3.57 1.20 0.99 16.96 VC 1 1.00 1.00 3.54 0.35 1.98 2.45 t 1:2 1.00 2.00 3.54 1.20 0.99 8.41 VC 1.00 1.00 2.78 0.25 1.98 1.38 t 1:2 1.00 2.00 2.78 1.20 0.99 6.61 VC 1.00 1.00 0.91 0.25 1.98 0.45 t 1:2 1.00 2.00 0.91 1.20 0.99 2.16 VC 2.00 1.00 0.79 0.25 1.98 0.79 t 1:2 2.00 2.00 0.79 1.20 0.99 3.77 VC 2.00 1.00 2.91 0.25 1.98 2.88 t 1:2 2.00 2.00 2.91 1.20 0.99 13.83 VC 1.00 1.00 0.55 0.25 1.98 0.27

Sustento de Metrados - Estructura 2

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Page 1: Sustento de Metrados - Estructura 2

SUSTENTO DE METRADOSPresup CREACION DEL PABELLON DE AULAS Y AMBIENTES COMPLEMENTARIOS PARA LA ESCUELA DE INGENIERIA AGRICOLA DE LA UNPSubpresup ESTRUCTURASCliente UNIVERSIDAD NACIONAL DE PIURALugar PIURA - PIURA - PIURA

ITEM DESCRIPCION UND CANTIDAD N VECES LARGO ANCHO ALTO PARCIAL TOTAL1.00 OBRAS PROVISIONALES

1.01 CASETA PARA ALMACENAMIENTO Y GUARDIANIA m2 1.00 8.00 10.00 80.00

1.02 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.6m x 2.4m u 1.00 1.00 1.00

1.03 MOVILIZACION Y DESMOVILIZACION PARA LA OBRA glb 1.00 1.00 1.00

1.04 CERCO PROVISIONAL PARA OBRA ml 1.00 365.00 365.00

2.00 TRABAJOS PRELIMINARES

2.01 LIMPIEZA DE TERRENO MANUAL m2 6968.33

Area total Area= 6968.33

2.02 TALA Y RETIRO DE ARBOLES Und 5.00 5.00

2.03 TRAZO NIVELACION Y REPLANTEO m2 2959.81Bloque A 1.00 19.15 8.65 165.65

rotonda 1.00 9.86 8.65 85.29Bloque B 1.00 23.49 8.65 203.19Bloque C 1.00 11.50 35.15 404.22

esc 1.00 4.65 6.00 27.90Bloque D 1.00 13.07 28.63 374.19

esc 1.00 4.65 6.00 27.90Bloque E 1.00 29.55 11.12 328.60Bloque F 1.00 37.55 22.37 839.99Bloque G 1.00 22.48 22.37 502.88

2.04 TRAZO DURANTE LA EJECUCION DE OBRA m2 3865.47Bloque A 1.00 19.15 8.65 165.65

talud 1:2 2.00 12.70 1.40 35.561.00 59.90 1.40 83.86

Bloque B 1.00 23.49 8.65 203.19talud 1:2 2.00 25.70 1.60 82.24

2.00 13.55 1.60 43.36Bloque C 1.00 11.50 35.15 404.22

talud 1:2 2.00 29.10 1.60 93.121.00 12.22 1.60 19.551.00 12.22 0.63 7.70

Bloque D 1.00 13.07 28.63 374.19talud 1:2 2.00 21.85 1.40 61.18

2.00 33.91 1.40 94.95Bloque E 1.00 26.50 21.75 576.38

talud 1:2 2.00 26.50 1.60 84.801.00 25.00 1.60 40.00

Bloque F 1.00 37.55 22.37 839.99talud 1:2 2.00 37.55 1.40 105.14

1.00 22.37 1.40 31.32Bloque G 1.00 11.96 9.06 108.36

talud 1:2 2.00 9.06 1.40 25.371.00 11.96 1.40 16.741.00 13.40 22.37 299.76

talud 1:2 2.00 13.40 1.40 37.521.00 22.37 1.40 31.32

2.05 INSTALACION PROVISIONAL DE ENERGIA ELECTRICA glb 1.00 1.00 1.00

ESTRUCTURAS3.00 MOVIMIENTOS DE TIERRAS3.01 EXCAVACION DE ZANJAS CON MAQUINARIA m3 7897.12

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 2.68 63.36t 1:2 2.00 2.00 9.85 1.40 1.34 73.91t 1:2 2.00 2.00 4.00 1.40 1.34 30.02

Z-1 4.00 1.00 2.20 2.20 2.68 51.88t 1:2 4.00 2.00 2.20 1.40 1.34 33.02t 1:2 4.00 2.00 5.00 1.40 1.34 75.04

Z-2 2.00 1.00 2.50 4.80 2.68 64.32t 1:2 2.00 2.00 4.80 1.40 1.34 36.02t 1:2 2.00 2.00 5.30 1.40 1.34 39.77

VC 1 4.00 1.00 6.15 0.35 1.98 17.05t 1:2 4.00 2.00 6.15 1.20 0.99 58.45

VC 2 2.00 1.00 1.99 0.30 1.98 2.36t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 2.02 0.30 1.98 2.40t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 1.79 0.30 1.98 2.13t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

2.00 1.00 1.57 0.30 1.98 1.87t 1:2 2.00 2.00 1.99 1.20 0.99 9.46

Bloque B Z-1 4.00 1.00 2.50 2.50 2.68 67.00t 1:2 4.00 2.00 2.50 1.40 1.34 37.52t 1:2 4.00 2.00 5.30 1.40 1.34 79.54

3.00 1.00 1.50 1.50 2.68 18.09t 1:2 3.00 2.00 1.50 1.40 1.34 16.88t 1:2 3.00 2.00 4.30 1.40 1.34 48.40

3.00 1.00 2.40 2.40 2.68 46.31t 1:2 3.00 2.00 2.40 1.40 1.34 27.01t 1:2 3.00 2.00 5.20 1.40 1.34 58.53

3.00 1.00 1.60 1.60 2.68 20.58t 1:2 3.00 2.00 1.60 1.40 1.34 18.01t 1:2 3.00 2.00 4.40 1.40 1.34 49.53

2.00 1.00 2.45 1.50 2.68 19.70t 1:2 2.00 2.00 2.45 1.40 1.34 18.38

Page 2: Sustento de Metrados - Estructura 2

t 1:2 2.00 2.00 4.30 1.40 1.34 32.27VC 1 2.00 1.00 2.50 0.25 1.98 2.48

t 1:2 2.00 2.00 2.50 1.20 0.99 11.88VC 2.00 1.00 2.63 0.25 1.98 2.60

t 1:2 2.00 2.00 2.63 1.20 0.99 12.50VC 2.00 1.00 2.80 0.25 1.98 2.77

t 1:2 2.00 2.00 2.80 1.20 0.99 13.31VC 2.00 1.00 3.57 0.25 1.98 3.53

t 1:2 2.00 2.00 3.57 1.20 0.99 16.96VC 1 1.00 1.00 3.54 0.35 1.98 2.45

t 1:2 1.00 2.00 3.54 1.20 0.99 8.41VC 1.00 1.00 2.78 0.25 1.98 1.38

t 1:2 1.00 2.00 2.78 1.20 0.99 6.61VC 1.00 1.00 0.91 0.25 1.98 0.45

t 1:2 1.00 2.00 0.91 1.20 0.99 2.16VC 2.00 1.00 0.79 0.25 1.98 0.79

t 1:2 2.00 2.00 0.79 1.20 0.99 3.77VC 2.00 1.00 2.91 0.25 1.98 2.88

t 1:2 2.00 2.00 2.91 1.20 0.99 13.83VC 1.00 1.00 0.55 0.25 1.98 0.27

t 1:2 1.00 2.00 0.55 1.20 0.99 1.31VC 1.00 1.00 2.40 0.25 1.98 1.19

t 1:2 1.00 2.00 2.40 1.20 0.99 5.70VC 1 2.00 1.00 6.15 0.35 1.98 8.52

t 1:2 2.00 2.00 6.15 1.20 0.99 29.22Bloque C Z-1 18.00 1.00 2.50 2.50 3.13 352.13

t 1:2 18.00 2.00 2.50 1.40 1.57 197.19t 1:2 18.00 2.00 5.30 1.40 1.57 418.04

Z-2 6.00 1.00 2.50 4.73 3.13 221.84t 1:2 6.00 2.00 4.73 1.40 1.57 124.23t 1:2 6.00 2.00 5.30 1.40 1.57 139.35

2.00 1.00 1.38 1.65 3.13 14.25t 1:2 2.00 2.00 1.65 1.40 1.57 14.46t 1:2 2.00 2.00 4.18 1.40 1.57 36.63

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 3.00 1.00 1.54 0.25 2.43 2.81t 1:2 3.00 2.00 1.54 1.20 1.22 13.47

VC 3.00 1.00 1.88 0.25 2.43 3.43t 1:2 3.00 2.00 1.88 1.20 1.22 16.45

VC 16.00 1.00 1.87 0.25 2.43 18.18t 1:2 16.00 2.00 1.87 1.20 1.22 87.25

VC 1.00 1.00 3.50 0.25 2.43 2.13t 1:2 1.00 2.00 3.50 1.20 1.22 10.21

VC 1.00 1.00 3.12 0.25 2.43 1.90t 1:2 1.00 2.00 3.12 1.20 1.22 9.10

VC 1.00 1.00 3.30 0.25 2.43 2.00t 1:2 1.00 2.00 3.30 1.20 1.22 9.62

VC 1.00 1.00 2.87 0.25 2.43 1.74t 1:2 1.00 2.00 2.87 1.20 1.22 8.37

VC 1.00 1.00 3.55 0.25 2.43 2.16t 1:2 1.00 2.00 3.55 1.20 1.22 10.35

VC 4.00 1.00 2.02 0.25 2.43 4.91t 1:2 4.00 2.00 2.02 1.20 1.22 23.56

VC 4.00 1.00 1.87 0.25 2.43 4.54t 1:2 4.00 2.00 1.87 1.20 1.22 21.81

VC 3.00 1.00 6.30 0.35 2.43 16.07t 1:2 3.00 2.00 6.30 1.20 1.22 55.11

Bloque D Z-1 13.00 1.00 2.50 2.50 3.13 254.31t 1:2 13.00 2.00 2.50 1.40 1.57 142.42t 1:2 13.00 2.00 5.30 1.40 1.57 301.92

Z-2 9.00 1.00 2.50 4.73 3.13 332.76t 1:2 9.00 2.00 4.73 1.40 1.57 186.34t 1:2 9.00 2.00 5.30 1.40 1.57 209.02

Z-3 2.00 1.00 1.50 3.00 3.13 28.17t 1:2 2.00 2.00 3.00 1.40 1.57 26.29t 1:2 2.00 2.00 4.30 1.40 1.57 37.69

VC 16.00 1.00 1.05 0.25 2.43 10.21t 1:2 16.00 2.00 1.05 1.20 1.22 48.99

VC 5.00 1.00 7.97 0.35 2.43 33.89t 1:2 5.00 2.00 7.97 1.20 1.22 116.20

VC 8.00 1.00 2.74 0.25 2.43 13.32t 1:2 8.00 2.00 2.74 1.20 1.22 63.92

VC 2.00 1.00 1.70 0.25 2.43 2.07t 1:2 2.00 2.00 1.70 1.20 1.22 9.91

VC 1.00 1.00 4.10 0.25 2.43 2.49t 1:2 1.00 2.00 4.10 1.20 1.22 11.96

Bloque E Z-1 4.00 1.00 1.95 3.50 1.98 54.05t 1:2 4.00 2.00 3.50 1.40 0.99 38.81t 1:2 4.00 2.00 4.76 1.40 0.99 52.78

Z-2 2.00 1.00 1.70 1.70 1.98 11.44t 1:2 2.00 2.00 1.70 1.20 0.99 8.08t 1:2 2.00 2.00 4.10 1.20 0.99 19.48

Z-3 3.00 1.00 2.20 2.20 1.98 28.75t 1:2 3.00 2.00 2.20 1.20 0.99 15.68t 1:2 3.00 2.00 5.00 1.20 0.99 35.64

Z-4 9.00 1.00 1.90 1.90 1.98 64.33t 1:2 9.00 2.00 1.90 1.40 0.99 47.40t 1:2 9.00 2.00 4.70 1.40 0.99 117.26

Z-5 2.00 1.00 1.35 2.90 1.98 15.50t 1:2 2.00 2.00 2.90 1.40 0.99 16.08t 1:2 2.00 2.00 4.15 1.40 0.99 23.01

Z-6 1.00 1.00 4.50 2.20 1.98 19.60t 1:2 1.00 2.00 4.50 1.40 0.99 12.47t 1:2 1.00 2.00 5.00 1.40 0.99 13.86

VC 2.00 1.00 3.10 0.25 1.70 2.64t 1:2 2.00 2.00 3.10 0.60 0.85 6.32

VC 2.00 1.00 2.40 0.25 1.70 2.04t 1:2 2.00 2.00 2.40 0.60 0.85 4.90

CC 1.00 1.00 5.13 1.00 1.98 10.161.00 1.00 3.21 1.00 1.98 6.36

Page 3: Sustento de Metrados - Estructura 2

1.00 2.00 2.40 0.70 1.98 6.651.00 1.00 3.77 1.00 1.98 7.461.00 3.00 3.67 0.70 1.98 15.261.00 2.00 3.07 1.00 1.98 12.161.00 1.00 2.85 0.70 1.98 3.951.00 2.00 2.20 1.00 1.98 8.711.00 1.00 2.55 1.00 1.98 5.05

Bloque F Z-1 2.00 1.00 2.00 2.00 1.98 15.84t 1:2 2.00 2.00 2.00 1.00 0.99 7.92t 1:2 2.00 2.00 4.00 1.00 0.99 15.84

Z-2 1.00 1.00 2.00 4.10 1.98 16.24t 1:2 1.00 2.00 4.10 1.00 0.99 8.12t 1:2 1.00 2.00 4.00 1.00 0.99 7.92

Z-3 7.00 1.00 2.50 2.50 1.98 86.63t 1:2 7.00 2.00 2.50 1.00 0.99 34.65t 1:2 7.00 2.00 4.50 1.00 0.99 62.37

Z-4 4.00 1.00 2.90 2.90 1.98 66.61t 1:2 4.00 2.00 2.90 1.00 0.99 22.97t 1:2 4.00 2.00 4.90 1.00 0.99 38.81

VC 1.00 1.00 4.84 0.25 1.70 2.06t 1:2 1.00 2.00 4.84 0.60 0.85 4.94

VC 1.00 1.00 3.69 0.25 1.70 1.57t 1:2 1.00 2.00 3.69 0.60 0.85 3.76

VC 1.00 1.00 2.45 0.25 1.70 1.04t 1:2 1.00 2.00 2.45 0.60 0.85 2.50

VC 1.00 1.00 3.69 0.25 1.70 1.57t 1:2 1.00 2.00 3.69 0.60 0.85 3.76

VC 2.00 1.00 3.46 0.25 1.70 2.94t 1:2 2.00 2.00 3.46 0.60 0.85 7.06

VC 2.00 1.00 2.84 0.25 1.70 2.41t 1:2 2.00 2.00 2.84 0.60 0.85 5.79

CC 1.00 1.00 19.75 0.70 1.18 16.312.00 1.00 3.72 0.70 1.18 6.152.00 1.00 3.30 0.70 1.18 5.452.00 1.00 2.87 0.70 1.18 4.742.00 1.00 2.60 0.70 1.18 4.302.00 1.00 2.93 0.70 1.18 4.842.00 1.00 5.50 0.70 1.18 9.092.00 1.00 4.09 0.70 1.18 6.762.00 1.00 2.85 0.70 1.18 4.712.00 1.00 3.12 0.70 1.18 5.152.00 1.00 3.46 0.70 1.18 5.72

Bloque G Z-1 9.00 1.00 2.30 2.30 2.68 127.59t 1:2 9.00 2.00 2.30 1.00 1.34 55.48t 1:2 9.00 2.00 4.30 1.00 1.34 103.72

Z-2 7.00 1.00 2.60 2.60 2.68 126.82t 1:2 7.00 2.00 2.60 1.00 1.34 48.78t 1:2 7.00 2.00 4.60 1.00 1.34 86.30

Z-3 3.00 1.00 3.10 3.10 2.68 77.26t 1:2 3.00 2.00 3.10 1.00 1.34 24.92t 1:2 3.00 2.00 5.10 1.00 1.34 41.00

Z-4 3.00 1.00 1.90 1.90 2.68 29.02t 1:2 3.00 2.00 1.90 1.00 1.34 15.28t 1:2 3.00 2.00 3.90 1.00 1.34 31.36

VC 1.00 1.00 2.55 0.25 1.98 1.261.00 1.00 1.40 0.25 1.98 0.691.00 1.00 1.64 0.25 1.98 0.812.00 1.00 1.40 0.25 1.98 1.391.00 1.00 0.85 0.25 1.98 0.421.00 1.00 1.90 0.25 1.98 0.941.00 1.00 1.06 0.25 1.98 0.521.00 1.00 0.70 0.25 1.98 0.351.00 1.00 2.70 0.25 1.98 1.341.00 1.00 1.31 0.25 1.98 0.651.00 1.00 2.40 0.25 1.98 1.191.00 1.00 1.65 0.25 1.98 0.82

VC 1 4.00 1.00 8.81 0.35 1.98 24.42t 1:2 4.00 2.00 8.81 0.60 0.99 41.87

VC 1 2.00 1.00 7.56 0.35 1.98 10.48t 1:2 2.00 2.00 7.56 0.60 0.99 17.96

VC 2 4.00 1.00 3.38 0.30 1.98 8.03VC 2 4.00 1.00 3.20 0.30 1.98 7.60

1.00 1.00 2.60 0.30 1.98 1.541.00 1.00 2.28 0.30 1.98 1.351.00 1.00 1.65 0.30 1.98 0.98

Rotonda 1.00 1.00 8.65 9.85 0.50 42.60Vias Peatonales area= 727.32 0.40 290.93

area= 261.43 0.40 104.57Estacionamiento area= 787.57 0.40 315.03

3.02 EXCAVACION MANUAL DE ZANJA PARA CISTERNA m3 37.50CISTERNA DE CONCRETO 3.00 2.00 2.50 2.50 37.50

3.03 RELLENO Y COMPACTACION CON MATERIAL PROPIO m3 5227.41

RELLENOEXCAVACION 7897.12 7897.12RELLENOS 604.48 -604.48

333.20 -333.20263.66 -263.6698.88 -98.88

710.53 -710.53114.68 -114.68438.16 -438.1697.20 -97.20

8.93 -8.93

Page 4: Sustento de Metrados - Estructura 2

3.04 ELIMINACION DE MATERIAL EXCEDENTE m3 3203.65CORTE 7897.12 1.20 9476.54RELLENO 5227.41 1.20 6272.89

3.05 PERFILADO DE FONDO DE ZANJA m2 2932.64

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 23.64Z-1 4.00 1.00 2.20 2.20 19.36Z-2 2.00 1.00 2.50 4.80 24.00

VC 1 4.00 1.00 6.15 0.35 8.61VC 2 2.00 1.00 1.99 0.30 1.19

2.00 1.00 2.02 0.30 1.212.00 1.00 1.79 0.30 1.072.00 1.00 1.57 0.30 0.94

Bloque B Z-1 4.00 1.00 2.50 2.50 25.003.00 1.00 1.50 1.50 6.753.00 1.00 2.40 2.40 17.283.00 1.00 1.60 1.60 7.682.00 1.00 2.45 1.50 7.35

VC 1 2.00 1.00 2.50 0.25 1.25VC 2.00 1.00 2.63 0.25 1.31VC 2.00 1.00 2.80 0.25 1.40VC 2.00 1.00 3.57 0.25 1.79VC 1 1.00 1.00 3.54 0.35 1.24VC 1.00 1.00 2.78 0.25 0.70VC 1.00 1.00 0.91 0.25 0.23VC 2.00 1.00 0.79 0.25 0.40VC 2.00 1.00 2.91 0.25 1.46VC 1.00 1.00 0.55 0.25 0.14VC 1.00 1.00 2.40 0.25 0.60VC 1 2.00 1.00 6.15 0.35 4.31

Bloque C Z-1 18.00 1.00 2.50 2.50 112.50Z-2 6.00 1.00 2.50 4.73 70.88

2.00 1.00 1.38 1.65 4.55Z-3 2.00 1.00 1.50 3.00 9.00VC 3.00 1.00 1.54 0.25 1.16VC 3.00 1.00 1.88 0.25 1.41VC 16.00 1.00 1.87 0.25 7.48VC 1.00 1.00 3.50 0.25 0.88VC 1.00 1.00 3.12 0.25 0.78VC 1.00 1.00 3.30 0.25 0.83VC 1.00 1.00 2.87 0.25 0.72VC 1.00 1.00 3.55 0.25 0.89VC 4.00 1.00 2.02 0.25 2.02VC 4.00 1.00 1.87 0.25 1.87VC 3.00 1.00 6.30 0.35 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 81.25Z-2 9.00 1.00 2.50 4.73 106.31Z-3 2.00 1.00 1.50 3.00 9.00VC 16.00 1.00 1.05 0.25 4.20VC 5.00 1.00 7.97 0.35 13.95VC 8.00 1.00 2.74 0.25 5.48VC 2.00 1.00 1.70 0.25 0.85VC 1.00 1.00 4.10 0.25 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 27.30Z-2 2.00 1.00 1.70 1.70 5.78Z-3 3.00 1.00 2.20 2.20 14.52Z-4 9.00 1.00 1.90 1.90 32.49Z-5 2.00 1.00 1.35 2.90 7.83Z-6 1.00 1.00 4.50 2.20 9.90VC 2.00 1.00 3.10 0.25 1.55VC 2.00 1.00 2.40 0.25 1.20CC 1.00 1.00 5.13 1.00 5.13

1.00 1.00 3.21 1.00 3.211.00 2.00 2.40 0.70 3.361.00 1.00 3.77 1.00 3.771.00 3.00 3.67 0.70 7.711.00 2.00 3.07 1.00 6.141.00 1.00 2.85 0.70 1.991.00 2.00 2.20 1.00 4.401.00 1.00 2.55 1.00 2.55

Bloque F Z-1 2.00 1.00 2.00 2.00 8.00Z-2 1.00 1.00 2.00 4.10 8.20Z-3 7.00 1.00 2.50 2.50 43.75Z-4 4.00 1.00 2.90 2.90 33.64VC 1.00 1.00 4.84 0.25 1.21VC 1.00 1.00 3.69 0.25 0.92VC 1.00 1.00 2.45 0.25 0.61VC 1.00 1.00 3.69 0.25 0.92VC 2.00 1.00 3.46 0.25 1.73VC 2.00 1.00 2.84 0.25 1.42CC 1.00 1.00 19.75 0.70 13.83

2.00 1.00 3.72 0.70 5.212.00 1.00 3.30 0.70 4.622.00 1.00 2.87 0.70 4.022.00 1.00 2.60 0.70 3.642.00 1.00 2.93 0.70 4.102.00 1.00 5.50 0.70 7.702.00 1.00 4.09 0.70 5.732.00 1.00 2.85 0.70 3.992.00 1.00 3.12 0.70 4.372.00 1.00 3.46 0.70 4.84

Bloque G Z-1 9.00 1.00 2.30 2.30 47.61Z-2 7.00 1.00 2.60 2.60 47.32Z-3 3.00 1.00 3.10 3.10 28.83Z-4 3.00 1.00 1.90 1.90 10.83VC 1.00 1.00 2.55 0.25 0.64

1.00 1.00 1.40 0.25 0.351.00 1.00 1.64 0.25 0.412.00 1.00 1.40 0.25 0.701.00 1.00 0.85 0.25 0.211.00 1.00 1.90 0.25 0.48

Page 5: Sustento de Metrados - Estructura 2

1.00 1.00 1.06 0.25 0.271.00 1.00 0.70 0.25 0.181.00 1.00 2.70 0.25 0.681.00 1.00 1.31 0.25 0.331.00 1.00 2.40 0.25 0.601.00 1.00 1.65 0.25 0.41

VC 1 4.00 1.00 8.81 0.35 12.33VC 1 2.00 1.00 7.56 0.35 5.29VC 2 4.00 1.00 3.38 0.30 4.06VC 2 4.00 1.00 3.20 0.30 3.84

1.00 1.00 2.60 0.30 0.781.00 1.00 2.28 0.30 0.681.00 1.00 1.65 0.30 0.49

Rotonda 1.00 1.00 8.65 9.85 85.20Vias Peatonales area= 727.32 727.32

area= 261.43 261.43Estacionamiento area= 787.57 787.57

3.07 COLOCACION DE AFIRMADO PARA BASE GRANULAR m3 604.48

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.20 4.73Z-1 4.00 1.00 2.20 2.20 0.20 3.87Z-2 2.00 1.00 2.50 4.80 0.20 4.80

VC 1 4.00 1.00 6.15 0.35 0.30 2.58VC 2 2.00 1.00 1.99 0.30 0.30 0.36

2.00 1.00 2.02 0.30 0.30 0.362.00 1.00 1.79 0.30 0.30 0.322.00 1.00 1.57 0.30 0.30 0.28

Bloque B Z-1 4.00 1.00 2.50 2.50 0.20 5.003.00 1.00 1.50 1.50 0.20 1.353.00 1.00 2.40 2.40 0.20 3.463.00 1.00 1.60 1.60 0.20 1.542.00 1.00 2.45 1.50 0.20 1.47

VC 1 2.00 1.00 2.50 0.25 0.30 0.38VC 2.00 1.00 2.63 0.25 0.30 0.39VC 2.00 1.00 2.80 0.25 0.30 0.42VC 2.00 1.00 3.57 0.25 0.30 0.54VC 1 1.00 1.00 3.54 0.35 0.30 0.37VC 1.00 1.00 2.78 0.25 0.30 0.21VC 1.00 1.00 0.91 0.25 0.30 0.07VC 2.00 1.00 0.79 0.25 0.30 0.12VC 2.00 1.00 2.91 0.25 0.30 0.44VC 1.00 1.00 0.55 0.25 0.30 0.04VC 1.00 1.00 2.40 0.25 0.30 0.18VC 1 2.00 1.00 6.15 0.35 0.30 1.29

Bloque C Z-1 18.00 1.00 2.50 2.50 0.20 22.50Z-2 6.00 1.00 2.50 4.73 0.20 14.18

2.00 1.00 1.38 1.65 0.20 0.91Z-3 2.00 1.00 1.50 3.00 0.20 1.80VC 3.00 1.00 1.54 0.25 0.30 0.35VC 3.00 1.00 1.88 0.25 0.30 0.42VC 16.00 1.00 1.87 0.25 0.30 2.24VC 1.00 1.00 3.50 0.25 0.30 0.26VC 1.00 1.00 3.12 0.25 0.30 0.23VC 1.00 1.00 3.30 0.25 0.30 0.25VC 1.00 1.00 2.87 0.25 0.30 0.22VC 1.00 1.00 3.55 0.25 0.30 0.27VC 4.00 1.00 2.02 0.25 0.30 0.61VC 4.00 1.00 1.87 0.25 0.30 0.56VC 3.00 1.00 6.30 0.35 0.30 1.98

Bloque D Z-1 13.00 1.00 2.50 2.50 0.20 16.25Z-2 9.00 1.00 2.50 4.73 0.20 21.26Z-3 2.00 1.00 1.50 3.00 0.20 1.80VC 16.00 1.00 1.05 0.25 0.30 1.26VC 5.00 1.00 7.97 0.35 0.30 4.18VC 8.00 1.00 2.74 0.25 0.30 1.64VC 2.00 1.00 1.70 0.25 0.30 0.26VC 1.00 1.00 4.10 0.25 0.30 0.31

Bloque E Z-1 4.00 1.00 1.95 3.50 0.20 5.46Z-2 2.00 1.00 1.70 1.70 0.20 1.16Z-3 3.00 1.00 2.20 2.20 0.20 2.90Z-4 9.00 1.00 1.90 1.90 0.20 6.50Z-5 2.00 1.00 1.35 2.90 0.20 1.57Z-6 1.00 1.00 4.50 2.20 0.20 1.98VC 2.00 1.00 3.10 0.25 0.20 0.31VC 2.00 1.00 2.40 0.25 0.20 0.24CC 1.00 1.00 5.13 1.00 0.20 1.03

1.00 1.00 3.21 1.00 0.20 0.641.00 2.00 2.40 0.70 0.20 0.671.00 1.00 3.77 1.00 0.20 0.751.00 3.00 3.67 0.70 0.20 1.541.00 2.00 3.07 1.00 0.20 1.231.00 1.00 2.85 0.70 0.20 0.401.00 2.00 2.20 1.00 0.20 0.881.00 1.00 2.55 1.00 0.20 0.51

Bloque F Z-1 2.00 1.00 2.00 2.00 0.20 1.60Z-2 1.00 1.00 2.00 4.10 0.20 1.64Z-3 7.00 1.00 2.50 2.50 0.20 8.75Z-4 4.00 1.00 2.90 2.90 0.20 6.73VC 1.00 1.00 4.84 0.25 0.30 0.36VC 1.00 1.00 3.69 0.25 0.30 0.28VC 1.00 1.00 2.45 0.25 0.30 0.18VC 1.00 1.00 3.69 0.25 0.30 0.28VC 2.00 1.00 3.46 0.25 0.30 0.52VC 2.00 1.00 2.84 0.25 0.30 0.43CC 1.00 1.00 19.75 0.70 0.30 4.15

2.00 1.00 3.72 0.70 0.30 1.562.00 1.00 3.30 0.70 0.30 1.392.00 1.00 2.87 0.70 0.30 1.212.00 1.00 2.60 0.70 0.30 1.092.00 1.00 2.93 0.70 0.30 1.232.00 1.00 5.50 0.70 0.30 2.31

Page 6: Sustento de Metrados - Estructura 2

2.00 1.00 4.09 0.70 0.30 1.722.00 1.00 2.85 0.70 0.30 1.202.00 1.00 3.12 0.70 0.30 1.312.00 1.00 3.46 0.70 0.30 1.45

Bloque G Z-1 9.00 1.00 2.30 2.30 0.20 9.52Z-2 7.00 1.00 2.60 2.60 0.20 9.46Z-3 3.00 1.00 3.10 3.10 0.20 5.77Z-4 3.00 1.00 1.90 1.90 0.20 2.17VC 1.00 1.00 2.55 0.25 0.30 0.19

1.00 1.00 1.40 0.25 0.30 0.111.00 1.00 1.64 0.25 0.30 0.122.00 1.00 1.40 0.25 0.30 0.211.00 1.00 0.85 0.25 0.30 0.061.00 1.00 1.90 0.25 0.30 0.141.00 1.00 1.06 0.25 0.30 0.081.00 1.00 0.70 0.25 0.30 0.051.00 1.00 2.70 0.25 0.30 0.201.00 1.00 1.31 0.25 0.30 0.101.00 1.00 2.40 0.25 0.30 0.181.00 1.00 1.65 0.25 0.30 0.12

VC 1 4.00 1.00 8.81 0.35 0.30 3.70VC 1 2.00 1.00 7.56 0.35 0.30 1.59VC 2 4.00 1.00 3.38 0.30 0.30 1.22VC 2 4.00 1.00 3.20 0.30 0.30 1.15

1.00 1.00 2.60 0.30 0.30 0.231.00 1.00 2.28 0.30 0.30 0.211.00 1.00 1.65 0.30 0.30 0.15

Rotonda 1.00 1.00 8.65 9.85 0.20 17.04Vias Peatonales area= 727.32 0.20 145.46

area= 261.43 0.20 52.29Estacionamiento area= 787.57 0.20 157.51

3.07 COLOCACION DE HORMIGON COMPACTADO m3 333.20

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.30 7.09Z-1 4.00 1.00 2.20 2.20 0.30 5.81Z-2 2.00 1.00 2.50 4.80 0.30 7.20

Bloque B Z-1 4.00 1.00 2.50 2.50 0.20 5.003.00 1.00 1.50 1.50 0.20 1.353.00 1.00 2.40 2.40 0.20 3.463.00 1.00 1.60 1.60 0.20 1.542.00 1.00 2.45 1.50 0.20 1.47

Bloque C Z-1 18.00 1.00 2.50 2.50 0.20 22.50Z-2 6.00 1.00 2.50 4.73 0.20 14.18

2.00 1.00 1.38 1.65 0.20 0.91Z-3 2.00 1.00 1.50 3.00 0.20 1.80

Bloque D Z-1 13.00 1.00 2.50 2.50 0.20 16.25Z-2 9.00 1.00 2.50 4.73 0.20 21.26Z-3 2.00 1.00 1.50 3.00 0.20 1.80

Bloque G Z-1 9.00 1.00 2.30 2.30 0.20 9.52Z-2 7.00 1.00 2.60 2.60 0.20 9.46Z-3 3.00 1.00 3.10 3.10 0.20 5.77Z-4 3.00 1.00 1.90 1.90 0.20 2.17

Rotonda 1.00 1.00 8.65 9.85 0.20 17.04Vias Peatonales area= 727.32 0.10 72.73

area= 261.43 0.10 26.14Estacionamiento area= 787.57 0.10 78.76

3.07 COLOCACION DE MEZCLA 50% OVER + 30% CONFITILLO + 2 m3 263.66

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.40 9.46Z-1 4.00 1.00 2.20 2.20 0.40 7.74Z-2 2.00 1.00 2.50 4.80 0.40 9.60

Bloque B Z-1 4.00 1.00 2.50 2.50 0.40 10.003.00 1.00 1.50 1.50 0.40 2.703.00 1.00 2.40 2.40 0.40 6.913.00 1.00 1.60 1.60 0.40 3.072.00 1.00 2.45 1.50 0.40 2.94

Bloque C Z-1 18.00 1.00 2.50 2.50 0.40 45.00Z-2 6.00 1.00 2.50 4.73 0.40 28.35

2.00 1.00 1.38 1.65 0.40 1.82Z-3 2.00 1.00 1.50 3.00 0.40 3.60

Bloque D Z-1 13.00 1.00 2.50 2.50 0.40 32.50Z-2 9.00 1.00 2.50 4.73 0.40 42.53Z-3 2.00 1.00 1.50 3.00 0.40 3.60

Bloque G Z-1 9.00 1.00 2.30 2.30 0.40 19.04Z-2 7.00 1.00 2.60 2.60 0.40 18.93Z-3 3.00 1.00 3.10 3.10 0.40 11.53Z-4 3.00 1.00 1.90 1.90 0.40 4.33

3.07 COLOCACION DE CAMA DE ARENA GRUESA m3 98.88

Vias Peatonales area= 727.32 0.10 72.73area= 261.43 0.10 26.14

3.09 RIEGO Y COMPACTACION m2 2932.64

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 23.64Z-1 4.00 1.00 2.20 2.20 19.36Z-2 2.00 1.00 2.50 4.80 24.00

VC 1 4.00 1.00 6.15 0.35 8.61VC 2 2.00 1.00 1.99 0.30 1.19

2.00 1.00 2.02 0.30 1.212.00 1.00 1.79 0.30 1.072.00 1.00 1.57 0.30 0.94

Bloque B Z-1 4.00 1.00 2.50 2.50 25.003.00 1.00 1.50 1.50 6.753.00 1.00 2.40 2.40 17.283.00 1.00 1.60 1.60 7.682.00 1.00 2.45 1.50 7.35

VC 1 2.00 1.00 2.50 0.25 1.25

Page 7: Sustento de Metrados - Estructura 2

VC 2.00 1.00 2.63 0.25 1.31VC 2.00 1.00 2.80 0.25 1.40VC 2.00 1.00 3.57 0.25 1.79VC 1 1.00 1.00 3.54 0.35 1.24VC 1.00 1.00 2.78 0.25 0.70VC 1.00 1.00 0.91 0.25 0.23VC 2.00 1.00 0.79 0.25 0.40VC 2.00 1.00 2.91 0.25 1.46VC 1.00 1.00 0.55 0.25 0.14VC 1.00 1.00 2.40 0.25 0.60VC 1 2.00 1.00 6.15 0.35 4.31

Bloque C Z-1 18.00 1.00 2.50 2.50 112.50Z-2 6.00 1.00 2.50 4.73 70.88

2.00 1.00 1.38 1.65 4.55Z-3 2.00 1.00 1.50 3.00 9.00VC 3.00 1.00 1.54 0.25 1.16VC 3.00 1.00 1.88 0.25 1.41VC 16.00 1.00 1.87 0.25 7.48VC 1.00 1.00 3.50 0.25 0.88VC 1.00 1.00 3.12 0.25 0.78VC 1.00 1.00 3.30 0.25 0.83VC 1.00 1.00 2.87 0.25 0.72VC 1.00 1.00 3.55 0.25 0.89VC 4.00 1.00 2.02 0.25 2.02VC 4.00 1.00 1.87 0.25 1.87VC 3.00 1.00 6.30 0.35 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 81.25Z-2 9.00 1.00 2.50 4.73 106.31Z-3 2.00 1.00 1.50 3.00 9.00VC 16.00 1.00 1.05 0.25 4.20VC 5.00 1.00 7.97 0.35 13.95VC 8.00 1.00 2.74 0.25 5.48VC 2.00 1.00 1.70 0.25 0.85VC 1.00 1.00 4.10 0.25 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 27.30Z-2 2.00 1.00 1.70 1.70 5.78Z-3 3.00 1.00 2.20 2.20 14.52Z-4 9.00 1.00 1.90 1.90 32.49Z-5 2.00 1.00 1.35 2.90 7.83Z-6 1.00 1.00 4.50 2.20 9.90VC 2.00 1.00 3.10 0.25 1.55VC 2.00 1.00 2.40 0.25 1.20CC 1.00 1.00 5.13 1.00 5.13

1.00 1.00 3.21 1.00 3.211.00 2.00 2.40 0.70 3.361.00 1.00 3.77 1.00 3.771.00 3.00 3.67 0.70 7.711.00 2.00 3.07 1.00 6.141.00 1.00 2.85 0.70 1.991.00 2.00 2.20 1.00 4.401.00 1.00 2.55 1.00 2.55

Bloque F Z-1 2.00 1.00 2.00 2.00 8.00Z-2 1.00 1.00 2.00 4.10 8.20Z-3 7.00 1.00 2.50 2.50 43.75Z-4 4.00 1.00 2.90 2.90 33.64VC 1.00 1.00 4.84 0.25 1.21VC 1.00 1.00 3.69 0.25 0.92VC 1.00 1.00 2.45 0.25 0.61VC 1.00 1.00 3.69 0.25 0.92VC 2.00 1.00 3.46 0.25 1.73VC 2.00 1.00 2.84 0.25 1.42CC 1.00 1.00 19.75 0.70 13.83

2.00 1.00 3.72 0.70 5.212.00 1.00 3.30 0.70 4.622.00 1.00 2.87 0.70 4.022.00 1.00 2.60 0.70 3.642.00 1.00 2.93 0.70 4.102.00 1.00 5.50 0.70 7.702.00 1.00 4.09 0.70 5.732.00 1.00 2.85 0.70 3.992.00 1.00 3.12 0.70 4.372.00 1.00 3.46 0.70 4.84

Bloque G Z-1 9.00 1.00 2.30 2.30 47.61Z-2 7.00 1.00 2.60 2.60 47.32Z-3 3.00 1.00 3.10 3.10 28.83Z-4 3.00 1.00 1.90 1.90 10.83VC 1.00 1.00 2.55 0.25 0.64

1.00 1.00 1.40 0.25 0.351.00 1.00 1.64 0.25 0.412.00 1.00 1.40 0.25 0.701.00 1.00 0.85 0.25 0.211.00 1.00 1.90 0.25 0.481.00 1.00 1.06 0.25 0.271.00 1.00 0.70 0.25 0.181.00 1.00 2.70 0.25 0.681.00 1.00 1.31 0.25 0.331.00 1.00 2.40 0.25 0.601.00 1.00 1.65 0.25 0.41

VC 1 4.00 1.00 8.81 0.35 12.33VC 1 2.00 1.00 7.56 0.35 5.29VC 2 4.00 1.00 3.38 0.30 4.06VC 2 4.00 1.00 3.20 0.30 3.84

1.00 1.00 2.60 0.30 0.781.00 1.00 2.28 0.30 0.681.00 1.00 1.65 0.30 0.49

Rotonda 1.00 1.00 8.65 9.85 85.20Vias Peatonales area= 727.32 727.32

area= 261.43 261.43Estacionamiento area= 787.57 787.57

4.00 OBRAS DE CONCRETO SIMPLE

Page 8: Sustento de Metrados - Estructura 2

4.01 SOLADO 1156.32

Bloque A Zap Corrida 2.00 1.00 9.85 1.20 0.08 23.64Z-1 4.00 1.00 2.20 2.20 0.08 19.36Z-2 2.00 1.00 2.50 4.80 0.08 24.00

VC 1 4.00 1.00 6.15 0.35 0.08 8.61VC 2 2.00 1.00 1.99 0.30 0.08 1.19

2.00 1.00 2.02 0.30 0.08 1.212.00 1.00 1.79 0.30 0.08 1.072.00 1.00 1.57 0.30 0.08 0.94

Bloque B Z-1 4.00 1.00 2.50 2.50 0.08 25.003.00 1.00 1.50 1.50 0.08 6.753.00 1.00 2.40 2.40 0.08 17.283.00 1.00 1.60 1.60 0.08 7.682.00 1.00 2.45 1.50 0.08 7.35

VC 1 2.00 1.00 2.50 0.25 0.08 1.25VC 2.00 1.00 2.63 0.25 0.08 1.31VC 2.00 1.00 2.80 0.25 0.08 1.40VC 2.00 1.00 3.57 0.25 0.08 1.79VC 1 1.00 1.00 3.54 0.35 0.08 1.24VC 1.00 1.00 2.78 0.25 0.08 0.70VC 1.00 1.00 0.91 0.25 0.08 0.23VC 2.00 1.00 0.79 0.25 0.08 0.40VC 2.00 1.00 2.91 0.25 0.08 1.46VC 1.00 1.00 0.55 0.25 0.08 0.14VC 1.00 1.00 2.40 0.25 0.08 0.60VC 1 2.00 1.00 6.15 0.35 0.08 4.31

Bloque C Z-1 18.00 1.00 2.50 2.50 0.08 112.50Z-2 6.00 1.00 2.50 4.73 0.08 70.88

2.00 1.00 1.38 1.65 0.08 4.55Z-3 2.00 1.00 1.50 3.00 0.08 9.00VC 3.00 1.00 1.54 0.25 0.08 1.16VC 3.00 1.00 1.88 0.25 0.08 1.41VC 16.00 1.00 1.87 0.25 0.08 7.48VC 1.00 1.00 3.50 0.25 0.08 0.88VC 1.00 1.00 3.12 0.25 0.08 0.78VC 1.00 1.00 3.30 0.25 0.08 0.83VC 1.00 1.00 2.87 0.25 0.08 0.72VC 1.00 1.00 3.55 0.25 0.08 0.89VC 4.00 1.00 2.02 0.25 0.08 2.02VC 4.00 1.00 1.87 0.25 0.08 1.87VC 3.00 1.00 6.30 0.35 0.08 6.61

Bloque D Z-1 13.00 1.00 2.50 2.50 0.08 81.25Z-2 9.00 1.00 2.50 4.73 0.08 106.31Z-3 2.00 1.00 1.50 3.00 0.08 9.00VC 16.00 1.00 1.05 0.25 0.08 4.20VC 5.00 1.00 7.97 0.35 0.08 13.95VC 8.00 1.00 2.74 0.25 0.08 5.48VC 2.00 1.00 1.70 0.25 0.08 0.85VC 1.00 1.00 4.10 0.25 0.08 1.03

Bloque E Z-1 4.00 1.00 1.95 3.50 0.08 27.30Z-2 2.00 1.00 1.70 1.70 0.08 5.78Z-3 3.00 1.00 2.20 2.20 0.08 14.52Z-4 9.00 1.00 1.90 1.90 0.08 32.49Z-5 2.00 1.00 1.35 2.90 0.08 7.83Z-6 1.00 1.00 4.50 2.20 0.08 9.90VC 2.00 1.00 3.10 0.25 0.08 1.55VC 2.00 1.00 2.40 0.25 0.08 1.20CC 1.00 1.00 5.13 1.00 0.08 5.13

1.00 1.00 3.21 1.00 0.08 3.211.00 2.00 2.40 0.70 0.08 3.361.00 1.00 3.77 1.00 0.08 3.771.00 3.00 3.67 0.70 0.08 7.711.00 2.00 3.07 1.00 0.08 6.141.00 1.00 2.85 0.70 0.08 1.991.00 2.00 2.20 1.00 0.08 4.401.00 1.00 2.55 1.00 0.08 2.55

Bloque F Z-1 2.00 1.00 2.00 2.00 0.08 8.00Z-2 1.00 1.00 2.00 4.10 0.08 8.20Z-3 7.00 1.00 2.50 2.50 0.08 43.75Z-4 4.00 1.00 2.90 2.90 0.08 33.64VC 1.00 1.00 4.84 0.25 0.08 1.21VC 1.00 1.00 3.69 0.25 0.08 0.92VC 1.00 1.00 2.45 0.25 0.08 0.61VC 1.00 1.00 3.69 0.25 0.08 0.92VC 2.00 1.00 3.46 0.25 0.08 1.73VC 2.00 1.00 2.84 0.25 0.08 1.42CC 1.00 1.00 19.75 0.70 0.08 13.83

2.00 1.00 3.72 0.70 0.08 5.212.00 1.00 3.30 0.70 0.08 4.622.00 1.00 2.87 0.70 0.08 4.022.00 1.00 2.60 0.70 0.08 3.642.00 1.00 2.93 0.70 0.08 4.102.00 1.00 5.50 0.70 0.08 7.702.00 1.00 4.09 0.70 0.08 5.732.00 1.00 2.85 0.70 0.08 3.992.00 1.00 3.12 0.70 0.08 4.372.00 1.00 3.46 0.70 0.08 4.84

Bloque G Z-1 9.00 1.00 2.30 2.30 0.08 47.61Z-2 7.00 1.00 2.60 2.60 0.08 47.32Z-3 3.00 1.00 3.10 3.10 0.08 28.83Z-4 3.00 1.00 1.90 1.90 0.08 10.83VC 1.00 1.00 2.55 0.25 0.08 0.64

1.00 1.00 1.40 0.25 0.08 0.351.00 1.00 1.64 0.25 0.08 0.412.00 1.00 1.40 0.25 0.08 0.701.00 1.00 0.85 0.25 0.08 0.211.00 1.00 1.90 0.25 0.08 0.481.00 1.00 1.06 0.25 0.08 0.271.00 1.00 0.70 0.25 0.08 0.181.00 1.00 2.70 0.25 0.08 0.681.00 1.00 1.31 0.25 0.08 0.33

Page 9: Sustento de Metrados - Estructura 2

1.00 1.00 2.40 0.25 0.08 0.601.00 1.00 1.65 0.25 0.08 0.41

VC 1 4.00 1.00 8.81 0.35 0.08 12.33VC 1 2.00 1.00 7.56 0.35 0.08 5.29VC 2 4.00 1.00 3.38 0.30 0.08 4.06VC 2 4.00 1.00 3.20 0.30 0.08 3.84

1.00 1.00 2.60 0.30 0.08 0.781.00 1.00 2.28 0.30 0.08 0.681.00 1.00 1.65 0.30 0.08 0.49

Rotonda 1.00 1.00 8.65 9.85 0.08 85.20

4.02 CIMIENTOS CORRIDOS 114.68

Bloque E CC 1.00 1.00 5.13 1.00 1.70 8.721.00 1.00 3.21 1.00 1.70 5.461.00 2.00 2.40 0.70 1.70 5.711.00 1.00 3.77 1.00 1.70 6.411.00 3.00 3.67 0.70 1.70 13.101.00 2.00 3.07 1.00 1.70 10.441.00 1.00 2.85 0.70 1.70 3.391.00 2.00 2.20 1.00 1.70 7.481.00 1.00 2.55 1.00 1.70 4.34

Bloque F CC 1.00 1.00 19.75 0.70 0.80 11.062.00 1.00 3.72 0.70 0.80 4.172.00 1.00 3.30 0.70 0.80 3.702.00 1.00 2.87 0.70 0.80 3.212.00 1.00 2.60 0.70 0.80 2.912.00 1.00 2.93 0.70 0.80 3.282.00 1.00 5.50 0.70 0.80 6.162.00 1.00 4.09 0.70 0.80 4.582.00 1.00 2.85 0.70 0.80 3.192.00 1.00 3.12 0.70 0.80 3.492.00 1.00 3.46 0.70 0.80 3.88

4.02 FALSO PISO 3446.77Bloque A 1.00 18.65 8.05 - 150.13Bloque B 1.00 15.70 8.15 - 127.96

1.00 7.06 8.15 - 57.52Bloque C 1.00 34.75 11.00 - 382.25Bloque D 1.00 28.13 12.57 - 353.59Bloque E 1.00 29.05 10.65 - 309.38Bloque F 1.00 21.88 37.05 - 810.65Bloque G 1.00 11.45 21.96 - 251.44

1.00 10.16 12.90 - 131.06Rotonda 1.00 1.00 8.65 9.85 85.20Estacionamiento area= 787.57 787.57

5.00 OBRAS DE CONCRETO ARMADO

5.02 ZAPATAS5.02.01 CONCRETO F'C = 210KG/CM2 m3 438.16

BLOQUE AZAPATA 1 4 2.20 2.20 0.50 9.68ZAPATA 2 2 2.50 4.81 0.50 12.02

ZAPATA CORRIDA 2 1.20 9.85 0.50 11.82

BLOQUE BZAPATA 1 4 2.50 2.50 0.50 12.50ZAPATA 2 3 1.50 1.50 0.50 3.38ZAPATA 3 3 2.40 2.40 0.50 8.64ZAPATA 4 3 1.60 1.60 0.50 3.84ZAPATA 5 2 2.45 1.50 0.50 3.68

BLOQUE CZAPATA 1 18 2.50 2.50 0.50 56.25ZAPATA 2 4 2.50 4.70 0.50 23.50

2 2.50 4.70 0.50 11.752 1.38 1.65 0.50 2.28

ZAPATA 3 2 1.50 3.00 0.50 4.50BLOQUE D

ZAPATA 1 13 2.50 2.50 0.50 40.63ZAPATA 2 9 2.50 4.70 0.50 52.88ZAPATA 3 2 1.50 3.00 0.50 4.50

BLOQUE EZAPATA 1 4 1.95 3.50 0.50 13.65ZAPATA 2 2 1.70 1.70 0.50 2.89ZAPATA 3 3 2.20 2.20 0.50 7.26ZAPATA 4 9 1.90 1.90 0.50 16.24ZAPATA 5 2 1.35 2.90 0.50 3.92ZAPATA 6 1 2.20 4.60 0.50 5.06

BLOQUE FZAPATA 1 10 2.00 2.00 0.50 20.00ZAPATA 2 1 2.00 4.10 0.50 4.10ZAPATA 3 7 2.50 2.80 0.50 24.50ZAPATA 4 4 2.90 2.90 0.50 16.82

BLOQUE GZAPATA 1 9 2.30 2.30 0.50 23.80ZAPATA 2 7 2.60 2.60 0.50 23.66ZAPATA 3 3 3.10 3.10 0.50 14.42ZAPATA 4 3 1.90 1.90 0.50 5.41

5.02.02 ACERO DE REFUERZO EN ZAPATAS kg

5.03 VIGAS DE CIMENTACION5.03.01 CONCRETO F'C=210KG/CM2 m3 97.20

BLOQUE AVC 1 2.00 7.80 0.35 0.60 3.28VC 1 2.00 7.80 0.30 0.50 2.34VC 2 2.00 3.54 0.30 0.50 1.06

Page 10: Sustento de Metrados - Estructura 2

VC 2 2.00 3.51 0.30 0.50 1.05VC 2 2.00 1.70 0.30 0.50 0.51VC 2 2.00 3.09 0.30 0.50 0.93VC 2 2.00 3.12 0.30 0.50 0.93

BLOQUE B 0.00VC 1 1.00 3.40 0.25 0.50 0.43VC 1 1.00 3.15 0.25 0.50 0.39VC 1 2.00 8.15 0.35 0.60 3.42VC 2.00 4.03 0.25 0.50 1.01VC 2.00 2.17 0.25 0.50 0.54VC 1.00 3.12 0.25 0.50 0.39VC 2.00 4.00 0.25 0.50 1.00VC 2.00 4.27 0.25 0.50 1.07VC 2.00 5.36 0.25 0.50 1.34VC 2.00 4.60 0.25 0.50 1.15VC 2.00 2.09 0.25 0.50 0.52VC 1.00 7.008 0.35 0.60 1.47

BLOQUE CVC 1 1.00 5.04 0.25 0.60 0.76

1.00 5.15 0.25 0.50 0.641.00 5.80 0.25 0.50 0.721.00 4.89 0.25 0.50 0.618.00 4.09 0.25 0.60 4.913.00 8.65 0.25 0.50 3.241.00 2.19 0.25 0.50 0.27

VC 3.00 3.64 0.25 0.50 1.373.00 3.89 0.25 0.50 1.463.00 3.62 0.25 0.50 1.363.00 3.62 0.25 0.50 1.362.00 3.62 0.25 0.50 0.912.00 1.00 0.25 0.50 0.251.00 5.50 0.25 0.50 0.697.00 3.62 0.25 0.50 3.17

BLOQUE D 5.00 10.22 0.35 0.60 10.738.00 4.81 0.25 0.50 4.812.00 2.30 0.25 0.50 0.584.00 2.55 0.25 0.50 1.2812.00 2.80 0.25 0.50 4.201.00 5.20 0.25 0.50 0.65

BLOQUE E 2.00 4.91 0.25 0.40 0.981.00 3.50 0.25 0.40 0.35

BLOQUE F 1.00 7.14 0.25 0.40 0.711.00 6.00 0.25 0.40 0.601.00 4.75 0.25 0.40 0.482.00 5.14 0.25 0.40 1.032.00 5.76 0.25 0.40 1.15

BLOQUE G VC 1 4.00 10.86 0.35 0.60 9.122.00 9.86 0.35 0.60 4.14

VC 2 4.00 5.08 0.30 0.50 3.051.00 4.91 0.30 0.50 0.741.00 4.31 0.30 0.50 0.651.00 2.20 0.30 0.50 0.331.00 2.55 0.30 0.50 0.381.00 4.28 0.30 0.50 0.64

VC 3.00 4.40 0.25 0.50 1.653.00 3.10 0.25 0.50 1.163.00 3.50 0.25 0.50 1.311.00 4.55 0.25 0.50 0.572.00 3.00 0.25 0.50 0.751.00 1.91 0.30 0.50 0.291.00 2.23 0.30 0.50 0.33

5.03.02 ENCOFRADO Y DESENCOFRADO 686.48

caras a encofBLOQUE A

VC 1 2.00 2.00 7.80 0.60 18.72VC 1 2.00 2.00 7.80 0.50 15.60VC 2 2.00 2.00 3.54 0.50 7.08VC 2 2.00 2.00 3.51 0.50 7.02VC 2 2.00 2.00 1.70 0.50 3.40VC 2 2.00 2.00 3.09 0.50 6.17VC 2 2.00 2.00 3.12 0.50 6.23

BLOQUE BVC 1 2.00 1.00 3.40 0.50 3.40VC 1 2.00 1.00 3.15 0.50 3.15VC 1 2.00 2.00 8.15 0.60 19.56VC 2.00 2.00 4.03 0.50 8.05VC 2.00 2.00 2.17 0.50 4.35VC 2.00 1.00 3.12 0.50 3.12VC 2.00 2.00 4.00 0.50 8.00VC 2.00 2.00 4.27 0.50 8.54VC 2.00 2.00 5.36 0.50 10.73VC 2.00 2.00 4.60 0.50 9.21VC 2.00 2.00 2.09 0.50 4.19VC 2.00 1.00 7.008 0.60 8.41

BLOQUE CVC 1 2.00 1.00 5.04 0.60 6.05

2.00 1.00 5.15 0.50 5.152.00 1.00 5.80 0.50 5.802.00 1.00 4.89 0.50 4.892.00 8.00 4.09 0.60 39.292.00 3.00 8.65 0.50 25.942.00 1.00 2.19 0.50 2.19

VC 2.00 3.00 3.64 0.50 10.922.00 3.00 3.89 0.50 11.672.00 3.00 3.62 0.50 10.862.00 3.00 3.62 0.50 10.862.00 2.00 3.62 0.50 7.242.00 2.00 1.00 0.50 2.002.00 1.00 5.50 0.50 5.502.00 7.00 3.62 0.50 25.34

Page 11: Sustento de Metrados - Estructura 2

BLOQUE D 2.00 5.00 10.22 0.60 61.322.00 8.00 4.81 0.50 38.482.00 2.00 2.30 0.50 4.602.00 4.00 2.55 0.50 10.202.00 12.00 2.80 0.50 33.602.00 1.00 5.20 0.50 5.20

BLOQUE E 2.00 2.00 4.91 0.40 7.862.00 1.00 3.50 0.40 2.80

BLOQUE F 2.00 1.00 7.14 0.40 5.712.00 1.00 6.00 0.40 4.802.00 1.00 4.75 0.40 3.802.00 2.00 5.14 0.40 8.222.00 2.00 5.76 0.40 9.22

BLOQUE G VC 1 2.00 4.00 10.86 0.60 52.132.00 2.00 9.86 0.60 23.66

VC 2 2.00 4.00 5.08 0.50 20.322.00 1.00 4.91 0.50 4.912.00 1.00 4.31 0.50 4.312.00 1.00 2.20 0.50 2.202.00 1.00 2.55 0.50 2.552.00 1.00 4.28 0.50 4.28

VC 2.00 3.00 4.40 0.50 13.202.00 3.00 3.10 0.50 9.302.00 3.00 3.50 0.50 10.502.00 1.00 4.55 0.50 4.552.00 2.00 3.00 0.50 6.002.00 1.00 1.91 0.50 1.912.00 1.00 2.23 0.50 2.23

5.03.03 ACERO DE REFUERZO EN VIGAS DE CIMENTACION

5.04 SOBRECIMIENTO ARMADO5.04.01 CONCRETO F'C=210KG/CM2 m3 8.93

Bloque E CC 1.00 1.00 5.13 0.25 0.35 0.451.00 1.00 3.21 0.25 0.35 0.281.00 2.00 2.40 0.25 0.35 0.421.00 1.00 3.77 0.25 0.35 0.331.00 3.00 3.67 0.25 0.35 0.961.00 2.00 3.07 0.25 0.35 0.541.00 1.00 2.85 0.25 0.35 0.251.00 2.00 2.20 0.25 0.35 0.391.00 1.00 2.55 0.25 0.35 0.22

Bloque F CC 1.00 1.00 19.75 0.25 0.25 1.231.00 2.00 3.72 0.25 0.25 0.471.00 2.00 3.30 0.25 0.25 0.411.00 2.00 2.87 0.25 0.25 0.361.00 2.00 2.60 0.25 0.25 0.331.00 2.00 2.93 0.25 0.25 0.371.00 2.00 5.50 0.25 0.25 0.691.00 2.00 4.09 0.25 0.25 0.511.00 2.00 2.85 0.25 0.25 0.361.00 2.00 3.12 0.25 0.25 0.391.00 2.00 3.46 0.25 0.25 0.43

5.04.02 ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTO m2 71.43

Bloque E CC 2.00 1.00 5.13 0.35 3.592.00 1.00 3.21 0.35 2.252.00 2.00 2.40 0.35 3.362.00 1.00 3.77 0.35 2.642.00 3.00 3.67 0.35 7.712.00 2.00 3.07 0.35 4.302.00 1.00 2.85 0.35 1.992.00 2.00 2.20 0.35 3.082.00 1.00 2.55 0.35 1.78

Bloque F CC 2.00 1.00 19.75 0.25 9.882.00 2.00 3.72 0.25 3.722.00 2.00 3.30 0.25 3.302.00 2.00 2.87 0.25 2.872.00 2.00 2.60 0.25 2.602.00 2.00 2.93 0.25 2.932.00 2.00 5.50 0.25 5.502.00 2.00 4.09 0.25 4.092.00 2.00 2.85 0.25 2.852.00 2.00 3.12 0.25 3.122.00 2.00 3.46 0.25 3.46

5.04.03 ACERO DE REFUERZO -SOBRECIMIENTOS ARMADOS

5.05 COLUMNAS5.05.01 CONCRETO F'C=210KG/CM2 419.78

BLOQUE "A"C1 6.00 0.60 0.30 5.75 6.21C2 4.00 0.30 0.33 5.75 2.28

4.00 0.25 0.90 5.75 5.18C3 2.00 1.25 0.30 5.75 4.31C4 2.00 0.25 0.30 5.75 0.86

BLOQUE "B"C1 2.00 0.90 0.25 5.75 2.59C2 4.00 0.30 0.33 5.75 2.28

4.00 0.25 0.90 5.75 5.18C3 4.00 1.25 0.30 5.75 8.63C4 4.00 0.30 0.30 5.75 2.07C5 1.00 0.30 0.25 5.75 0.43

BLOQUE "C"C1 6.00 0.40 0.25 5.15 3.09

6.00 0.75 0.25 5.15 5.79C2 14.00 0.75 0.25 5.15 13.52

14.00 0.35 0.35 5.15 8.83C3 8.00 0.75 0.25 5.15 7.73

Page 12: Sustento de Metrados - Estructura 2

C4 10.00 0.25 0.30 5.15 3.86BLOQUE "D"

C1 4.00 0.40 0.25 5.15 2.064.00 0.75 0.25 5.15 3.86

C2 14.00 0.75 0.25 5.15 13.5214.00 0.35 0.35 5.15 8.83

C3 9.00 0.35 0.30 5.15 4.87C4 4.00 0.75 0.25 5.15 3.86C5 6.00 0.40 0.25 5.15 3.09

BLOQUE EC1 22.00 0.25 0.25 5.15 7.08C2 7.00 0.40 0.15 5.15 2.16C3 2.00 0.40 0.25 5.15 1.03C4 2.00 1.35 0.25 5.15 3.48

BLOQUE FC1 23.00 0.60 0.40 5.15 28.43C2 4.00 0.25 0.25 5.15 1.29

BLOQUE GC1 9.00 0.60 0.30 5.15 8.34C2 3.00 0.40 0.25 5.15 1.55C3 10.00 0.90 0.25 5.15 11.59

10.00 0.35 0.30 5.15 5.41PASARELA

C1 14.00 0.40 0.25 5.15 7.21C2 1.00 0.60 0.25 5.15 0.77

2° NIVELBLOQUE "C"

C1 6.00 0.40 0.25 3.20 1.926.00 0.75 0.25 3.20 3.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 8.00 0.75 0.25 3.20 4.80C4 10.00 0.25 0.30 3.20 2.40

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

4.00 0.75 0.25 3.20 2.40C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02C4 4.00 0.75 0.25 3.20 2.40C5 6.00 0.40 0.25 3.20 1.92

BLOQUE EC1 22.00 0.25 0.25 3.20 4.40C2 7.00 0.40 0.15 3.20 1.34C3 2.00 0.40 0.25 3.20 0.64C4 2.00 1.35 0.25 3.20 2.16

BLOQUE FC1 23.00 0.60 0.40 3.20 17.66C2 4.00 0.25 0.25 3.20 0.80

BLOQUE GC1 9.00 0.60 0.30 3.20 5.18C2 3.00 0.40 0.25 3.20 0.96C3 10.00 0.90 0.25 3.20 7.20

10.00 0.35 0.30 3.20 3.36PASARELA

C1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

3° NIVELBLOQUE "C"

C1 6.00 0.40 0.25 3.20 1.926.00 0.75 0.25 3.20 3.60

C2 14.00 0.75 0.25 3.20 8.4014.00 0.35 0.35 3.20 5.49

C3 8.00 0.75 0.25 3.20 4.80C4 10.00 0.25 0.30 3.20 2.40

BLOQUE "D"C1 4.00 0.40 0.25 3.20 1.28

4.00 0.75 0.25 3.20 2.40C2 14.00 0.75 0.25 3.20 8.40

14.00 0.35 0.35 3.20 5.49C3 9.00 0.35 0.30 3.20 3.02C4 4.00 0.75 0.25 3.20 2.40C5 6.00 0.40 0.25 3.20 1.92

BLOQUE GC1 5.00 0.60 0.30 3.20 2.88C3 4.00 0.90 0.25 3.20 2.88

4.00 0.35 0.30 3.20 1.34PASARELA

C1 14.00 0.40 0.25 3.20 4.48C2 1.00 0.60 0.25 3.20 0.48

5.05.02 ENCOFRADO Y DESENCOFRADO 3694.78PERIMETRO

BLOQUE "A"C1 6.00 5.75 0.60 0.30 1.80 62.10C2 4.00 5.75 0.30 0.33 1.26 28.98

4.00 5.75 0.25 0.90 2.30 52.90C3 2.00 5.75 1.25 0.30 3.10 35.65C4 2.00 5.75 0.25 0.30 1.10 12.65

BLOQUE "B"C1 2.00 5.75 0.90 0.25 2.30 26.45C2 4.00 5.75 0.30 0.33 1.26 28.98

4.00 5.75 0.25 0.90 2.30 52.90C3 4.00 5.75 1.25 0.30 3.10 71.30C4 4.00 5.75 0.30 0.30 1.20 27.60C5 1.00 5.75 0.30 0.25 1.10 6.33

BLOQUE "C"

Page 13: Sustento de Metrados - Estructura 2

C1 6.00 5.15 0.40 0.25 1.30 40.176.00 5.15 0.75 0.25 2.00 61.80

C2 14.00 5.15 0.75 0.25 2.00 144.2014.00 5.15 0.35 0.35 1.40 100.94

C3 8.00 5.15 0.75 0.25 2.00 82.40C4 10.00 5.15 0.25 0.30 1.10 56.65

BLOQUE "D"C1 4.00 5.15 0.40 0.25 1.30 26.78

4.00 5.15 0.75 0.25 2.00 41.20C2 14.00 5.15 0.75 0.25 2.00 144.20

14.00 5.15 0.35 0.35 1.40 100.94C3 9.00 5.15 0.35 0.30 1.30 60.25C4 4.00 5.15 0.75 0.25 2.00 41.20C5 6.00 5.15 0.40 0.25 1.30 40.17

BLOQUE EC1 22.00 5.15 0.25 0.25 1.00 113.30C2 7.00 5.15 0.40 0.15 1.10 39.66C3 2.00 5.15 0.40 0.25 1.30 13.39C4 2.00 5.15 1.35 0.25 3.20 32.96

BLOQUE FC1 23.00 5.15 0.60 0.40 2.00 236.90C2 4.00 5.15 0.25 0.25 1.00 20.60

BLOQUE GC1 9.00 5.15 0.60 0.30 1.80 83.43C2 3.00 5.15 0.40 0.25 1.30 20.09C3 10.00 5.15 0.90 0.25 2.30 118.45

10.00 5.15 0.35 0.30 1.30 66.95PASARELA

C1 14.00 5.15 0.40 0.25 1.30 93.73C2 1.00 5.15 0.60 0.25 1.70 8.76

2° NIVELBLOQUE "C"

C1 6.00 3.2 0.40 0.25 1.30 7.806.00 3.2 0.75 0.25 2.00 12.00

C2 14.00 3.2 0.75 0.25 2.00 28.0014.00 3.2 0.35 0.35 1.40 19.60

C3 8.00 3.2 0.75 0.25 2.00 16.00C4 10.00 3.2 0.25 0.30 1.10 11.00

BLOQUE "D"C1 4.00 3.2 0.40 0.25 1.30 16.64

4.00 3.2 0.75 0.25 2.00 25.60C2 14.00 3.2 0.75 0.25 2.00 89.60

14.00 3.2 0.35 0.35 1.40 62.72C3 9.00 3.2 0.35 0.30 1.30 37.44C4 4.00 3.2 0.75 0.25 2.00 25.60C5 6.00 3.2 0.40 0.25 1.30 24.96

BLOQUE EC1 22.00 3.2 0.25 0.25 1.00 70.40C2 7.00 3.2 0.40 0.15 1.10 24.64C3 2.00 3.2 0.40 0.25 1.30 8.32C4 2.00 3.2 1.35 0.25 3.20 20.48

BLOQUE FC1 23.00 3.2 0.60 0.40 2.00 147.20C2 4.00 3.2 0.25 0.25 1.00 12.80

BLOQUE GC1 9.00 3.2 0.60 0.30 1.80 51.84C2 3.00 3.2 0.40 0.25 1.30 12.48C3 10.00 3.2 0.90 0.25 2.30 73.60

10.00 3.2 0.35 0.30 1.30 41.60

3° NIVELBLOQUE "C"

C1 6.00 3.2 0.40 0.25 1.30 24.966.00 3.2 0.75 0.25 2.00 38.40

C2 14.00 3.2 0.75 0.25 2.00 89.6014.00 3.2 0.35 0.35 1.40 62.72

C3 8.00 3.2 0.75 0.25 2.00 51.2010.00 3.2 0.25 0.30 1.10 35.20

BLOQUE "D"C1 4.00 3.2 0.40 0.25 1.30 16.64

4.00 3.2 0.75 0.25 2.00 25.60C2 14.00 3.2 0.75 0.25 2.00 89.60

14.00 3.2 0.35 0.35 1.40 62.72C3 9.00 3.2 0.35 0.30 1.30 37.44C4 4.00 3.2 0.75 0.25 2.00 25.60C5 6.00 3.2 0.40 0.25 1.30 24.96

BLOQUE GC1 5.00 3.2 0.60 0.30 1.80 28.80C3 4.00 3.2 0.90 0.25 2.30 29.44

4.00 3.2 0.35 0.30 1.30 16.645.05.03 ACERO DE REFUERZO - COLUMNAS

5.06 MUROS DE CONTENCION5.06.01 CONCRETO PARA MURO DE CONTENCION f´c=210 kg/cm2 142.63

BLOQUE "A"2.00 3.58 0.25 2.05 3.662.00 3.58 0.25 2.05 3.662.00 3.54 0.30 1.45 3.082.00 3.51 0.30 1.45 3.052.00 1.70 0.30 1.45 1.482.00 3.09 0.30 1.45 2.682.00 3.12 0.30 1.45 2.71

BLOQUE "B"2.00 4.03 0.25 1.35 2.722.00 2.17 0.25 1.35 1.471.00 3.12 0.25 1.35 1.052.00 4.00 0.25 1.35 2.702.00 4.27 0.25 1.35 2.882.00 5.36 0.25 1.35 3.62

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2.00 4.60 0.25 1.35 3.112.00 2.09 0.25 1.35 1.411.00 7.008 0.35 1.35 3.31

BLOQUE "C"VC 1.00 5.04 0.25 1.35 1.70

1.00 5.15 0.25 1.45 1.878.00 4.09 0.25 1.35 11.05

VC 2.00 3.64 0.25 1.45 2.642.00 3.89 0.25 1.45 2.8212.00 3.62 0.25 1.45 15.75

BLOQUE "D"8.00 4.81 0.25 1.45 13.954.00 2.55 0.25 1.45 3.7012.00 2.80 0.25 1.45 12.18

BLOQUE "G"VC 2 4.00 5.08 0.30 1.45 8.84

1.00 4.91 0.30 1.45 2.141.00 4.31 0.30 1.45 1.871.00 2.20 0.30 1.45 0.961.00 2.55 0.30 1.45 1.111.00 4.28 0.30 1.45 1.86

VC 3.00 4.40 0.25 1.45 4.793.00 3.10 0.25 1.45 3.373.00 3.50 0.25 1.45 3.811.00 4.55 0.25 1.45 1.652.00 3.00 0.25 1.45 2.181.00 1.91 0.30 1.45 0.831.00 2.23 0.30 1.45 0.97

5.06.02 ENCOFRADO Y DESENCOFRADO 1091.33

BLOQUE "A"2.00 2.00 3.58 0.00 2.05 29.312.00 2.00 3.58 0.00 2.05 29.312.00 2.00 3.54 0.00 1.45 20.532.00 2.00 3.51 0.00 1.45 20.362.00 2.00 1.70 0.00 1.45 9.862.00 2.00 3.09 0.00 1.45 17.892.00 2.00 3.12 0.00 1.45 18.07

BLOQUE "B"2.00 2.00 4.03 0.00 1.35 21.742.00 2.00 2.17 0.00 1.35 11.742.00 1.00 3.12 0.00 1.35 8.442.00 2.00 4.00 0.00 1.35 21.602.00 2.00 4.27 0.00 1.35 23.052.00 2.00 5.36 0.00 1.35 28.972.00 2.00 4.60 0.00 1.35 24.862.00 2.00 2.09 0.00 1.35 11.312.00 1.00 7.008 0.00 1.35 18.92

BLOQUE "C"VC 2.00 1.00 5.04 0.00 1.35 13.61

2.00 1.00 5.15 0.00 1.45 14.932.00 8.00 4.09 0.00 1.35 88.40

VC 2.00 2.00 3.64 0.00 1.45 21.112.00 2.00 3.89 0.00 1.45 22.562.00 12.00 3.62 0.00 1.45 125.98

BLOQUE "D"2.00 8.00 4.81 0.00 1.45 111.592.00 4.00 2.55 0.00 1.45 29.582.00 12.00 2.80 0.00 1.45 97.44

BLOQUE "G"VC 2 2.00 4.00 5.08 0.00 1.45 58.93

2.00 1.00 4.91 0.00 1.45 14.242.00 1.00 4.31 0.00 1.45 12.502.00 1.00 2.20 0.00 1.45 6.382.00 1.00 2.55 0.00 1.45 7.402.00 1.00 4.28 0.00 1.45 12.41

VC 2.00 3.00 4.40 0.00 1.45 38.282.00 3.00 3.10 0.00 1.45 26.972.00 3.00 3.50 0.00 1.45 30.452.00 1.00 4.55 0.00 1.45 13.192.00 2.00 3.00 0.00 1.45 17.402.00 1.00 1.91 0.00 1.45 5.542.00 1.00 2.23 0.00 1.45 6.47

5.06.03 ACERO DE REFUERZO PARA MURO DE CONTENCION fy= 4,200 KG/CM2

5.07 VIGAS5.07.01 CONCRETO PARA VIGAS f´c=210kg/cm2 369.93

1ER NIVELBLOQUE A

VIGA 100 (25X50) 4.00 3.58 0.25 0.45 1.61VIGA 200 (25X50) 2.00 7.80 0.25 0.45 1.76

2.00 7.15 0.35 0.45 2.25VIGA101 (25X50) 2.00 3.81 0.15 0.45 0.51

2.00 4.11 0.15 0.45 0.552.00 2.30 0.25 0.45 0.522.00 3.67 0.25 0.45 0.832.00 3.37 0.25 0.45 0.76

BLOQUE BVIGA 100 (25X50) 1.00 3.40 0.25 0.45 0.38

1.00 3.15 0.25 0.45 0.35VIGA 200 (25X50) 2.00 8.15 0.25 0.45 1.83VIGA 101 (25X50) 2.00 4.00 0.25 0.45 0.90

2.00 4.27 0.25 0.45 0.962.00 5.36 0.25 0.45 1.211.00 3.12 0.25 0.45 0.35

VIGA 201 (25X50) 1.00 7.00 0.25 0.45 0.79VIGA 300 (25X50) 2.00 2.10 0.25 0.45 0.47

2.00 4.60 0.25 0.45 1.042.00 4.03 0.25 0.45 0.91

Page 15: Sustento de Metrados - Estructura 2

2.00 2.18 0.25 0.45 0.49BLOQUE C 0.00

VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.893.00 1.90 0.35 0.75 1.50

VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.425.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE EVIGA 100 (25X50) 4.00 4.25 0.25 0.45 1.91

3.00 4.05 0.25 0.45 1.372.00 4.15 0.25 0.45 0.931.00 2.70 0.25 0.45 0.301.00 3.50 0.25 0.45 0.391.00 2.05 0.25 0.45 0.231.00 5.20 0.25 0.45 0.592.00 2.90 0.25 0.45 0.651.00 4.80 0.25 0.45 0.542.00 2.33 0.25 0.45 0.52

VIGA 101 (25X50) 1.00 4.80 0.25 0.45 0.54VIGA B 1.00 4.80 0.15 0.15 0.11VIGA R (25X40) 2.00 5.35 0.25 0.35 0.94

2.00 3.76 0.25 0.20 0.382.00 1.95 0.25 0.20 0.202.00 4.42 0.25 0.20 0.441.00 4.91 0.25 0.20 0.252.00 3.81 0.25 0.20 0.384.00 5.47 0.25 0.20 1.09

VIGA 102 (25X50) 1.00 5.47 0.25 0.45 0.622.00 4.91 0.25 0.45 1.10

VIGA 103 (25X50) 2.00 1.84 0.25 0.45 0.412.00 6.15 0.25 0.45 1.38

BLOQUE FVIGA 100 (25X40) 5.00 5.76 0.25 0.35 2.52

4.00 5.20 0.25 0.35 1.822.00 4.56 0.25 0.35 0.802.00 4.20 0.25 0.35 0.742.00 4.46 0.25 0.35 0.782.00 4.90 0.25 0.35 0.862.00 5.32 0.25 0.35 0.932.00 4.80 0.25 0.35 0.842.00 5.28 0.25 0.35 0.921.00 1.50 0.25 0.35 0.13

VIGA 200 (35X70) 3.00 4.75 0.25 0.65 2.323.00 6.00 0.25 0.65 2.933.00 7.14 0.25 0.65 3.488.00 2.55 0.25 0.65 3.32

BLOQUE GVIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.59

1.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.491.00 4.28 0.25 0.55 0.59

VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 3.00 3.50 0.35 0.45 1.65

3.00 3.10 0.35 0.45 1.461.00 4.40 0.25 0.45 0.502.00 4.10 0.25 0.45 0.922.00 3.00 0.25 0.45 0.682.00 4.55 0.25 0.45 1.022.00 5.09 0.25 0.45 1.152.00 5.10 0.25 0.45 1.15

PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.35 0.642.00 3.53 0.25 0.35 0.62

2DO NIVELBLOQUE C 0.00

VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.893.00 1.90 0.35 0.75 1.50

VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.42

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5.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE EVIGA 100 (25X50) 4.00 4.25 0.25 0.45 1.91

3.00 4.05 0.25 0.45 1.372.00 4.15 0.25 0.45 0.931.00 2.70 0.25 0.45 0.301.00 3.50 0.25 0.45 0.391.00 2.05 0.25 0.45 0.231.00 5.20 0.25 0.45 0.592.00 2.90 0.25 0.45 0.651.00 4.80 0.25 0.45 0.542.00 2.33 0.25 0.45 0.52

VIGA 101 (25X50) 1.00 4.80 0.25 0.45 0.54VIGA R (25X40) 2.00 5.35 0.25 0.45 1.20

2.00 3.76 0.25 0.35 0.662.00 1.95 0.25 0.35 0.342.00 4.42 0.25 0.35 0.771.00 4.91 0.25 0.35 0.432.00 3.81 0.25 0.35 0.674.00 5.47 0.25 0.35 1.91

VIGA 102 (25X50) 1.00 5.47 0.25 0.45 0.622.00 4.91 0.25 0.45 1.10

VIGA 103 (25X50) 2.00 1.84 0.25 0.45 0.412.00 6.15 0.25 0.45 1.38

BLOQUE FVIGA SOPORTE 2.00 5.76 area= 0.64 7.33

2.00 5.20 area= 0.64 6.612.00 4.56 area= 0.64 5.802.00 4.20 area= 0.64 5.342.00 4.46 area= 0.64 5.672.00 4.90 area= 0.64 6.232.00 5.32 area= 0.64 6.772.00 4.80 area= 0.64 6.112.00 5.28 area= 0.64 6.721.00 1.50 area= 0.64 0.95

VIGA 200 (35X50) 3.00 4.75 0.25 0.45 1.603.00 6.00 0.25 0.45 2.033.00 7.14 0.25 0.45 2.418.00 2.55 0.25 0.45 2.30

BLOQUE GVIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.59

1.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.491.00 4.28 0.25 0.55 0.59

VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 3.00 3.50 0.35 0.45 1.65

3.00 3.10 0.35 0.45 1.461.00 4.40 0.25 0.45 0.502.00 4.10 0.25 0.45 0.922.00 3.00 0.25 0.45 0.682.00 4.55 0.25 0.45 1.02

VIGA 300 (30X70) 2.00 5.09 0.30 0.65 1.992.00 5.10 0.30 0.65 1.99

VIGA 300 (30X100) 4.00 10.86 0.30 0.95 12.38VIGA B (15X20) 1.00 11.96 0.15 0.00 0.00

2.00 0.80 0.25 0.45 0.18PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.55 1.012.00 3.53 0.25 0.55 0.97

3ER NIVELBLOQUE C

VIGA 100 (35X80) 3.00 8.75 0.35 0.75 6.893.00 1.90 0.35 0.75 1.50

VIGA 200 (25X50) 1.00 3.73 0.25 0.45 0.425.00 3.88 0.25 0.45 2.186.00 4.00 0.25 0.45 2.704.00 2.19 0.25 0.45 0.99

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VIGA 300 (25X40) 1.00 3.62 0.25 0.35 0.322.00 3.37 0.25 0.35 0.591.00 3.87 0.25 0.35 0.3412.00 3.62 0.25 0.35 3.802.00 0.99 0.25 0.35 0.171.00 5.50 0.25 0.35 0.481.00 3.89 0.25 0.35 0.341.00 3.54 0.25 0.35 0.312.00 3.64 0.25 0.35 0.641.00 3.29 0.25 0.35 0.29

VIGA 400 (25X50) 1.00 4.70 0.35 0.45 0.741.00 5.05 0.25 0.45 0.571.00 5.80 0.25 0.45 0.651.00 5.15 0.25 0.45 0.58

BLOQUE DVIGA 100 (35X90) 5.00 10.22 0.35 0.85 15.20

5.00 2.10 0.35 0.85 3.12VIGA 200 (25X50) 4.00 4.59 0.25 0.45 2.07

4.00 4.74 0.25 0.45 2.13VIGA 300 (25X40) 4.00 2.55 0.25 0.35 0.89

2.00 3.15 0.25 0.35 0.556.00 3.20 0.25 0.35 1.6812.00 2.80 0.25 0.35 2.94

BLOQUE GVIGA 100 (30X60) 1.00 4.31 0.25 0.55 0.59

1.00 4.91 0.25 0.55 0.681.00 2.20 0.35 0.55 0.421.00 2.55 0.35 0.55 0.491.00 4.28 0.25 0.55 0.59

VIGA 200 (35X85) 2.00 9.86 0.25 0.80 3.94VIGA 101 (25X50) 2.00 3.50 0.35 0.45 1.10

2.00 3.10 0.35 0.45 0.981.00 4.40 0.25 0.45 0.501.00 4.10 0.25 0.45 0.46

VIGA B (15X20) 1.00 11.46 0.15 0.00 0.001.00 14.20 0.15 0.00 0.006.00 0.80 0.25 0.45 0.54

PARARELAV-100 4.00 1.80 0.25 0.35 0.63

1.00 2.08 0.25 0.35 0.181.00 1.95 0.25 0.35 0.172.00 2.47 0.25 0.35 0.431.00 4.28 0.25 0.35 0.37

V-101 1.00 2.45 0.25 0.35 0.212.00 2.10 0.25 0.35 0.372.00 3.78 0.25 0.35 0.662.00 3.66 0.25 0.35 0.642.00 3.66 0.25 0.55 1.012.00 3.53 0.25 0.55 0.97

5.07.02 ENCOFRADO Y DESENCOFRADO 2269.281ER NIVEL

BLOQUE A PERIMETROVIGA 100 (25X50) 0.85 4.00 3.58 0.25 0.30 12.16VIGA 200 (25X50) 0.85 2.00 7.80 0.25 0.30 13.26

0.95 2.00 7.15 0.35 0.30 13.59VIGA101 (25X50) 0.75 2.00 3.81 0.15 0.30 5.72

0.75 2.00 4.11 0.15 0.30 6.170.85 2.00 2.30 0.25 0.30 3.910.85 2.00 3.67 0.25 0.30 6.240.85 2.00 3.37 0.25 0.30 5.73

BLOQUE BVIGA 100 (25X50) 0.85 1.00 3.40 0.25 0.30 2.89

0.85 1.00 3.15 0.25 0.30 2.68VIGA 200 (25X50) 0.85 2.00 8.15 0.25 0.30 13.86VIGA 101 (25X50) 0.85 2.00 4.00 0.25 0.30 6.80

0.85 2.00 4.27 0.25 0.30 7.260.85 2.00 5.36 0.25 0.30 9.110.85 1.00 3.12 0.25 0.30 2.65

VIGA 201 (25X50) 0.85 1.00 7.00 0.25 0.30 5.95VIGA 300 (25X50) 0.85 2.00 2.10 0.25 0.30 3.57

0.85 2.00 4.60 0.25 0.30 7.820.85 2.00 4.03 0.25 0.30 6.850.85 2.00 2.18 0.25 0.30 3.71

BLOQUE CVIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.69

1.55 3.00 1.90 0.35 0.60 8.83VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.17

0.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.10

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0.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE EVIGA 100 (25X50) 0.85 4.00 4.25 0.25 0.30 14.45

0.85 3.00 4.05 0.25 0.30 10.330.85 2.00 4.15 0.25 0.30 7.060.85 1.00 2.70 0.25 0.30 2.300.85 1.00 3.50 0.25 0.30 2.980.85 1.00 2.05 0.25 0.30 1.740.85 1.00 5.20 0.25 0.30 4.420.85 2.00 2.90 0.25 0.30 4.930.85 1.00 4.80 0.25 0.30 4.080.85 2.00 2.33 0.25 0.30 3.95

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.30 4.08VIGA B 0.35 1.00 4.80 0.15 0.10 1.68VIGA R (25X40) 0.65 2.00 5.35 0.25 0.20 6.96

0.65 2.00 3.76 0.25 0.20 4.880.65 2.00 1.95 0.25 0.20 2.540.65 2.00 4.42 0.25 0.20 5.740.65 1.00 4.91 0.25 0.20 3.190.65 2.00 3.81 0.25 0.20 4.950.65 4.00 5.47 0.25 0.20 14.22

VIGA 102 (25X50) 0.85 1.00 5.47 0.25 0.30 4.650.85 2.00 4.91 0.25 0.30 8.34

VIGA 103 (25X50) 0.85 2.00 1.84 0.25 0.30 3.130.85 2.00 6.15 0.25 0.30 10.46

BLOQUE FVIGA 100 (25X40) 0.65 5.00 5.76 0.25 0.20 18.72

0.65 4.00 5.20 0.25 0.20 13.520.65 2.00 4.56 0.25 0.20 5.930.65 2.00 4.20 0.25 0.20 5.460.65 2.00 4.46 0.25 0.20 5.800.65 2.00 4.90 0.25 0.20 6.370.65 2.00 5.32 0.25 0.20 6.920.65 2.00 4.80 0.25 0.20 6.240.65 2.00 5.28 0.25 0.20 6.860.65 1.00 1.50 0.25 0.20 0.98

VIGA 200 (35X70) 1.25 3.00 4.75 0.25 0.50 17.811.25 3.00 6.00 0.25 0.50 22.501.25 3.00 7.14 0.25 0.50 26.781.25 8.00 2.55 0.25 0.50 25.50

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 1.35 3.00 3.50 0.35 0.50 14.18

0.95 3.00 3.10 0.35 0.30 8.840.85 1.00 4.40 0.25 0.30 3.740.85 2.00 4.10 0.25 0.30 6.970.85 2.00 3.00 0.25 0.30 5.100.85 2.00 4.55 0.25 0.30 7.730.85 2.00 5.09 0.25 0.30 8.650.85 2.00 5.10 0.25 0.30 8.67

PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.910.65 2.00 3.66 0.25 0.20 4.760.65 2.00 3.66 0.25 0.20 4.760.65 2.00 3.53 0.25 0.20 4.59

2DO NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.691.55 3.00 1.90 0.35 0.60 8.83

VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.170.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.100.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE EVIGA 100 (25X50) 0.85 4.00 4.25 0.25 0.30 14.45

0.85 3.00 4.05 0.25 0.30 10.33

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0.85 2.00 4.15 0.25 0.30 7.060.85 1.00 2.70 0.25 0.30 2.300.85 1.00 3.50 0.25 0.30 2.980.85 1.00 2.05 0.25 0.30 1.740.85 1.00 5.20 0.25 0.30 4.420.85 2.00 2.90 0.25 0.30 4.930.85 1.00 4.80 0.25 0.30 4.080.85 2.00 2.33 0.25 0.30 3.95

VIGA 101 (25X50) 0.85 1.00 4.80 0.25 0.30 4.08VIGA R (25X40) 0.65 2.00 5.35 0.25 0.20 6.96

0.65 2.00 3.76 0.25 0.20 4.880.65 2.00 1.95 0.25 0.20 2.540.65 2.00 4.42 0.25 0.20 5.740.65 1.00 4.91 0.25 0.20 3.190.65 2.00 3.81 0.25 0.20 4.950.65 4.00 5.47 0.25 0.20 14.22

VIGA 102 (25X50) 0.85 1.00 5.47 0.25 0.30 4.650.85 2.00 4.91 0.25 0.30 8.34

VIGA 103 (25X50) 0.85 2.00 1.84 0.25 0.30 3.130.85 2.00 6.15 0.25 0.30 10.46

BLOQUE FVIGA SOPORTE 0.64 2.00 5.76 area= 0.64 7.33

0.64 2.00 5.20 area= 0.64 6.610.64 2.00 4.56 area= 0.64 5.800.64 2.00 4.20 area= 0.64 5.340.64 2.00 4.46 area= 0.64 5.670.64 2.00 4.90 area= 0.64 6.230.64 2.00 5.32 area= 0.64 6.770.64 2.00 4.80 area= 0.64 6.110.64 2.00 5.28 area= 0.64 6.720.64 1.00 1.50 area= 0.64 0.95

VIGA 200 (35X50) 0.85 3.00 4.75 0.25 0.30 12.110.85 3.00 6.00 0.25 0.30 15.300.85 3.00 7.14 0.25 0.30 18.210.85 8.00 2.55 0.25 0.30 17.34

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 0.95 3.00 3.50 0.35 0.30 9.98

0.95 3.00 3.10 0.35 0.30 8.840.85 1.00 4.40 0.25 0.30 3.740.85 2.00 4.10 0.25 0.30 6.970.85 2.00 3.00 0.25 0.30 5.100.85 2.00 4.55 0.25 0.30 7.73

VIGA 300 (30X70) 1.30 2.00 5.09 0.30 0.50 13.231.30 2.00 5.10 0.30 0.50 13.26

VIGA 300 (30X100) 1.90 4.00 10.86 0.30 0.80 82.54VIGA B (15X20) 0.15 1.00 11.96 0.15 0.00 1.79

0.85 2.00 0.80 0.25 0.30 1.36PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.910.65 2.00 3.66 0.25 0.20 4.761.05 2.00 3.66 0.25 0.40 7.691.05 2.00 3.53 0.25 0.40 7.41

3ER NIVELBLOQUE C

VIGA 100 (35X80) 1.55 3.00 8.75 0.35 0.60 40.691.55 3.00 1.90 0.35 0.60 8.83

VIGA 200 (25X50) 0.85 1.00 3.73 0.25 0.30 3.170.85 5.00 3.88 0.25 0.30 16.470.85 6.00 4.00 0.25 0.30 20.400.85 4.00 2.19 0.25 0.30 7.45

VIGA 300 (25X40) 0.65 1.00 3.62 0.25 0.20 2.350.65 2.00 3.37 0.25 0.20 4.380.65 1.00 3.87 0.25 0.20 2.520.65 12.00 3.62 0.25 0.20 28.240.65 2.00 0.99 0.25 0.20 1.290.65 1.00 5.50 0.25 0.20 3.580.65 1.00 3.89 0.25 0.20 2.530.65 1.00 3.54 0.25 0.20 2.300.65 2.00 3.64 0.25 0.20 4.730.65 1.00 3.29 0.25 0.20 2.14

VIGA 400 (25X50) 0.95 1.00 4.70 0.35 0.30 4.470.85 1.00 5.05 0.25 0.30 4.290.85 1.00 5.80 0.25 0.30 4.930.85 1.00 5.15 0.25 0.30 4.38

BLOQUE DVIGA 100 (35X90) 1.75 5.00 10.22 0.35 0.70 89.43

1.75 5.00 2.10 0.35 0.70 18.38VIGA 200 (25X50) 0.85 4.00 4.59 0.25 0.30 15.61

0.85 4.00 4.74 0.25 0.30 16.10VIGA 300 (25X40) 0.65 4.00 2.55 0.25 0.20 6.63

0.65 2.00 3.15 0.25 0.20 4.100.65 6.00 3.20 0.25 0.20 12.480.65 12.00 2.80 0.25 0.20 21.84

BLOQUE GVIGA 100 (30X60) 1.05 1.00 4.31 0.25 0.40 4.53

1.05 1.00 4.91 0.25 0.40 5.161.15 1.00 2.20 0.35 0.40 2.531.15 1.00 2.55 0.35 0.40 2.931.05 1.00 4.28 0.25 0.40 4.49

Page 20: Sustento de Metrados - Estructura 2

VIGA 200 (35X85) 1.55 2.00 9.86 0.25 0.65 30.57VIGA 101 (25X50) 0.95 2.00 3.50 0.35 0.30 6.65

0.95 2.00 3.10 0.35 0.30 5.890.85 1.00 4.40 0.25 0.30 3.740.85 1.00 4.10 0.25 0.30 3.48

VIGA B (15X20) 0.15 1.00 11.46 0.15 0.00 1.720.15 1.00 14.20 0.15 0.00 2.130.85 6.00 0.80 0.25 0.30 4.08

PARARELAV-100 0.65 4.00 1.80 0.25 0.20 4.68

0.65 1.00 2.08 0.25 0.20 1.350.65 1.00 1.95 0.25 0.20 1.270.65 2.00 2.47 0.25 0.20 3.210.65 1.00 4.28 0.25 0.20 2.78

V-101 0.65 1.00 2.45 0.25 0.20 1.590.65 2.00 2.10 0.25 0.20 2.730.65 2.00 3.78 0.25 0.20 4.910.65 2.00 3.66 0.25 0.20 4.761.05 2.00 3.66 0.25 0.40 7.691.05 2.00 3.53 0.25 0.40 7.41

5.08 LOSA ALIGERADO5.08.01 CONCRETO F'C=210 KG/CM2 m3 381.17

1ER PISOBLOQUE A 1.00 8.65 19.15 0.05 8.28

21.00 3.84 0.10 0.15 1.2121.00 4.11 0.10 0.15 1.2921.00 2.30 0.10 0.15 0.7221.00 3.69 0.10 0.15 1.1621.00 3.42 0.10 0.15 1.08

BLOQUE B 1.00 8.65 15.88 0.05 6.8721.00 5.69 0.10 0.15 1.7921.00 4.92 0.10 0.15 1.5521.00 4.32 0.10 0.15 1.361.00 9.00 7.61 0.05 3.4218.00 4.98 0.10 0.15 1.3418.00 3.12 0.10 0.15 0.84

BLOQUE C 1.00 35.16 11.74 0.05 20.6429.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE E 1.00 29.55 11.12 0.05 16.4327.00 5.35 0.10 0.15 2.1712.00 5.47 0.10 0.15 0.9834.00 5.47 0.10 0.15 2.7912.00 4.91 0.10 0.15 0.8834.00 4.91 0.10 0.15 2.5011.00 4.42 0.10 0.15 0.7311.00 1.95 0.10 0.15 0.3211.00 3.78 0.10 0.15 0.62

BLOQUE F 1.00 20.27 12.11 0.05 12.2714.00 5.81 0.10 0.15 1.2214.00 5.22 0.10 0.15 1.1016.00 5.81 0.10 0.15 1.3915.00 5.22 0.10 0.15 1.1719.00 5.81 0.10 0.15 1.6619.00 5.22 0.10 0.15 1.49

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.84

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.371.00 15.62 2.60 0.05 2.0312.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.32

2DO PISOBLOQUE C 1.00 35.16 11.74 0.05 20.64

29.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

Page 21: Sustento de Metrados - Estructura 2

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE E 1.00 29.55 11.12 0.05 16.4327.00 5.35 0.10 0.15 2.1712.00 5.47 0.10 0.15 0.9834.00 5.47 0.10 0.15 2.7912.00 4.91 0.10 0.15 0.8834.00 4.91 0.10 0.15 2.5011.00 4.42 0.10 0.15 0.7311.00 1.95 0.10 0.15 0.3211.00 3.78 0.10 0.15 0.62

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.841.00 23.26 11.96 0.05 13.9129.00 3.83 0.10 0.15 1.6729.00 3.65 0.10 0.15 1.5929.00 4.72 0.10 0.15 2.0529.00 3.56 0.10 0.15 1.5529.00 4.85 0.10 0.15 2.11

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.371.00 15.62 2.60 0.05 2.0312.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.32

3ER PISOBLOQUE C 1.00 35.16 11.74 0.05 20.64

29.00 4.04 0.10 0.15 1.7629.00 4.14 0.10 0.15 1.8029.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.7729.00 4.07 0.10 0.15 1.77

BLOQUE D 1.00 28.63 13.47 0.05 19.2826.00 3.25 0.10 0.15 1.2726.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.20 0.10 0.15 1.2526.00 3.25 0.10 0.15 1.277.00 3.25 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.20 0.10 0.15 0.347.00 3.25 0.10 0.15 0.34

BLOQUE G 1.00 13.40 10.96 0.05 7.3426.00 3.83 0.10 0.15 1.4926.00 3.65 0.10 0.15 1.4226.00 4.72 0.10 0.15 1.84

PASARELA 1.00 5.08 2.95 0.05 0.751.00 2.87 2.60 0.05 0.3712.00 2.45 0.10 0.15 0.447.00 2.10 0.10 0.15 0.226.00 3.78 0.10 0.15 0.346.00 3.66 0.10 0.15 0.336.00 3.66 0.10 0.15 0.336.00 3.53 0.10 0.15 0.321.00 15.62 2.60 0.05 2.03

5.08.02 ENCOFRADO Y DESENCOFRADO DE LOSA ALIG. m2 4577.39PRIMER PISOBLOQUE A 1.00 8.65 19.15 165.65BLOQUE B 1.00 8.65 15.88 137.36

1.00 9.00 7.61 68.47BLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65BLOQUE E 1.00 29.55 11.12 328.60BLOQUE F 1.00 20.27 12.11 245.47BLOQUE G 1.00 13.40 10.96 146.86PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

2DO PISOBLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65

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BLOQUE E 1.00 29.55 11.12 328.60BLOQUE G 1.00 13.40 10.96 146.86

1.00 23.26 11.96 278.19PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

3ER PISOBLOQUE C 1.00 35.16 11.74 412.78BLOQUE D 1.00 28.63 13.47 385.65BLOQUE G 1.00 13.40 10.96 146.86PASARELA 1.00 5.08 2.95 14.99

1.00 2.87 2.60 7.461.00 15.62 2.60 40.61

5.08.03 ACERO DE LOSA ALIGERADA Kg 27367.10PRIMER PISO

BLOQUE AAs Positivo 20 1/2'' 1 9.00 178.20As Positivo 20 1/2'' 1 9.00 178.20As Positivo 20 1/2'' 1 2.25 44.55

As Negativo Baston Extremo 20 3/8" 1 1.05 11.76As Negativo Baston Medio 20 3/8" 1 2.70 30.24

As Positivo 20 1/2'' 1 5.45 107.9120 1/2'' 1 2.90 57.42

As Negativo Baston Extremo 20 3/8" 1 1.15 12.88

BLOQUE B Losa A-1| As Positivo 20 1/2'' 1 9.00 178.20| As Positivo 20 1/2'' 1 7.00 138.60| As Positivo 20 3/8" 1 3.35 37.52| As Positivo 20 3/8" 1 3.90 43.68| As Positivo 20 3/8" 1 4.65 52.08

As Negativo Baston Extremo 20 3/8" 1 1.85 20.72As Negativo Baston Medio 20 3/8" 1 2.85 31.92As Negativo Baston Medio 20 3/8" 1 3.00 33.60As Negativo Baston Medio 20 1/2'' 1 3.75 74.25As Negativo Baston Medio 20 1/2'' 1 3.85 76.23

As Negativo Baston Extremo 20 1/2'' 1 2.80 55.44BLOQUE B Losa A-2

As Positivo 18 1/2'' 1 9.00 160.38As Positivo 18 3/8" 1 4.00 71.28

As Negativo Baston Extremo 18 3/8" 1 1.00 10.08As Negativo Baston Medio 18 1/2'' 1 3.05 54.35As Negativo Baston Medio 18 3/8" 1 2.30 23.18

As Negativo Baston Extremo 18 1/2'' 1 1.40 24.95

BLOQUE CAs Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

BLOQUE EAs Positivo 11 1/2'' 1 9.00 98.01As Positivo 11 1/2'' 1 4.50 49.01

As Negativo Baston Extremo 11 3/8" 1 1.25 7.70As Negativo Baston Medio 11 1/2'' 1 5.20 56.63

As Negativo Baston Extremo 11 3/8" 1 1.20 7.39As Positivo 45 1/2'' 1 9.00 400.95As Positivo 45 1/2'' 1 4.50 200.48As Positivo 45 3/8" 1 4.50 113.40As Positivo 45 3/8" 1 3.90 98.28

As Negativo Baston Extremo 45 3/8" 2 1.60 80.64As Negativo Baston Medio 45 1/2'' 1 4.00 178.20As Negativo Baston Medio 45 3/8" 1 3.00 75.60

As Positivo 27 3/8" 1 6.00 90.72As Positivo 27 3/8" 1 4.50 68.04

As Negativo Baston Extremo 27 3/8" 1 1.70 25.70As Negativo Baston Medio 27 1/2'' 1 2.25 60.14

BLOQUE FAs Positivo 48 1/2'' 3 9.00 1,283.04As Positivo 48 1/2'' 1 3.00 142.56

| As Positivo 48 3/8" 1 4.20 112.90As Positivo 48 3/8" 1 4.80 129.02

As Negativo Baston Extremo 48 3/8" 2 1.80 96.77As Negativo Baston Medio 48 1/2'' 1 4.00 107.52As Negativo Baston Medio 48 3/8" 1 3.10 83.33

BLOQUE GAs Positivo 26 1/2'' 3 9.00 694.98As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

SEGUNDO PISOBLOQUE C

As Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22

Page 23: Sustento de Metrados - Estructura 2

As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

BLOQUE EAs Positivo 11 1/2'' 1 9.00 98.01As Positivo 11 1/2'' 1 4.50 49.01

As Negativo Baston Extremo 11 3/8" 1 1.25 7.70As Negativo Baston Medio 11 1/2'' 1 5.20 56.63

As Negativo Baston Extremo 11 3/8" 1 1.20 7.39As Positivo 45 1/2'' 1 9.00 400.95As Positivo 45 1/2'' 1 4.50 200.48As Positivo 45 3/8" 1 4.50 113.40As Positivo 45 3/8" 1 3.90 98.28

As Negativo Baston Extremo 45 3/8" 2 1.60 80.64As Negativo Baston Medio 45 1/2'' 1 4.00 178.20As Negativo Baston Medio 45 3/8" 1 3.00 75.60

As Positivo 27 3/8" 1 6.00 90.72As Positivo 27 3/8" 1 4.50 68.04

As Negativo Baston Extremo 27 3/8" 1 1.70 25.70As Negativo Baston Medio 27 1/2'' 1 2.25 60.14

BLOQUE GAs Positivo 26 1/2'' 2 9.00 463.32As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

As Positivo 29 1/2'' 2 9.00 516.78As Positivo 29 1/2'' 1 7.00 200.97As Positivo 29 3/8" 1 3.90 63.34As Positivo 29 3/8" 1 3.80 61.71

As Negativo Baston Extremo 29 1/2'' 1 2.35 67.47As Negativo Baston Extremo 29 3/8" 1 1.50 24.36

As Negativo Baston Medio 29 1/2'' 2 7.50 243.60As Negativo Baston Medio 29 3/8" 2 6.70 217.62

TERCER PISOBLOQUE C

As Positivo 29 1/2'' 4 6.02 691.34As Positivo 29 1/2'' 1 4.50 129.20

As Negativo Baston Extremo 29 3/8" 2 1.30 42.22As Negativo Baston Medio 29 3/8" 7 2.95 335.36

BLOQUE DAs Positivo 32 1/2'' 3 9.00 855.36As Positivo 32 1/2'' 1 4.50 142.56

As Negativo Baston Extremo 32 3/8" 2 1.15 41.22As Negativo Baston Medio 32 1/2'' 7 2.25 282.24

BLOQUE GAs Positivo 26 1/2'' 2 9.00 463.32As Positivo 26 1/2'' 1 6.00 154.44

As Negativo Baston Extremo 26 3/8" 2 1.35 39.31As Negativo Baston Medio 26 1/2'' 1 7.25 105.56As Negativo Baston Medio 26 3/8" 1 6.60 96.10

PUENTE C-DAs Positivo 14 1/2'' 1 2.75 38.12As Positivo 5 1/2'' 2 9.00 89.10

As Negativo Baston Extremo 14 3/8" 2 1.10 17.25As Negativo Baston Medio 7 1/2'' 1 3.00 11.76As Negativo Baston Medio 5 3/8" 4 2.25 25.20

As Negativo Baston Extremo 5 3/8" 1 1.10 3.08

ACERO DE TEMPERATURA1.776 4,577.39 8,535.92

5.08.04 LADRILLOS - BLOQUES DE ALIVIANAMIENTO und 38130.00

Ladrillo Hueco de Arcilla de 30x30x15 para techo Aligerado 8.33 4,577.39 38,129.66

5.09 ESCALERAS5.09.01 CONCRETO EN ESCALERA F'C=210 KG/CM2 m3 39.62

ESCALERAS 01CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERAS 02CIMENTACION 1.00 2.04 0.50 0.80 0.81

PELDAÑOS 36.00 3.00 0.30 0.18 2.84GARGANTA 4.00 3.20 3.00 0.18 6.72DESCANSOS 4.00 4.07 3.00 0.17 8.30

ESCALERASCIMENTACION 1.00 1.20 0.50 0.80 0.48

PELDAÑOS 16.00 1.20 0.25 0.18 0.42GARGANTA 2.00 2.50 1.20 0.15 0.90DESCANSOS 1.00 2.40 1.20 0.17 0.49

5.09.02 ENCOFRADO Y DESENCOFRADO EN ESCALERA m2 242.38ESCALERAS 01 COSTADOS 8.00 3.60 0.30 8.64

4.00 1.50 0.17 1.02FONDO 4.00 3.00 3.00 36.00

Page 24: Sustento de Metrados - Estructura 2

4.00 4.07 3.00 48.84CONTRAPASOS 36.00 3.00 0.18 18.90

ESCALERAS 02 COSTADOS 8.00 3.60 0.30 8.644.00 1.50 0.17 1.02

FONDO 4.00 3.00 3.00 36.004.00 3.95 3.00 47.40

CONTRAPASOS 36.00 3.00 0.18 18.90ESCALERAS COSTADOS 4.00 2.16 0.30 2.59

1.00 1.00 0.15 0.15FONDO 2.00 2.16 1.50 6.48

1.00 2.40 1.50 3.60CONTRAPASOS 16.00 1.50 0.18 4.20

5.09.03 ACERO EN ESCALERA FY=4200 KG/CM2 kg 631.82

ESCALERA 1 Y 2 13.00 2.04 2.00 52.5113.00 6.27 2.00 161.3913.00 2.61 2.00 67.1813.00 2.16 2.00 55.6040.00 1.74 2.00 77.95

ESCALERA 9.00 4.04 2.00 71.999.00 2.35 2.00 41.889.00 1.79 2.00 31.909.00 1.50 2.00 26.7335.00 1.14 2.00 44.69

5.10.0 TANQUE CISTERNA5.10.01 CONCRETO F'C=210 KG/CM2 17.33

LOSA 3.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.00 2.50 0.15 4.503.00 2.00 2.50 2.50 0.15 5.633.00 6.00 1.00 1.00 0.15 2.70

5.10.02 ENCOFRADO Y DESENCOFRADO m2 164.63

3.00 1.00 2.00 2.50 15.003.00 4.00 2.00 2.50 60.003.00 4.00 2.00 2.50 60.003.00 8.00 1.00 1.00 24.003.00 2.00 2.50 0.15 2.253.00 3.00 2.50 0.15 3.38

5.10.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 1085.28Peso

LOSA 3/8 3.00 2.00 20.00 2.90 0.56 194.883.00 2.00 17.00 3.40 0.56 194.213.00 2.00 20.00 2.90 0.56 194.883.00 2.00 13.00 3.40 0.56 148.513.00 2.00 17.00 2.90 0.56 165.653.00 2.00 13.00 2.90 0.56 126.673.00 4.00 10.00 0.90 0.56 60.48

5.11 COLUMNETAS5.11.01 CONCRETO F'C=210 KG/CM2 90.22

1ER PISOBLOQUE A C-A 22.00 0.25 0.25 5.00 6.88BLOQUE B C-A 27.00 0.25 0.25 5.00 8.44BLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE F C-A 45.00 0.25 0.25 3.00 8.44BLOQUE G C-A 37.00 0.25 0.25 3.00 6.942DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE F C-A 45.00 0.25 0.25 3.00 8.44BLOQUE G C-A 37.00 0.25 0.25 3.00 6.942DO PISOBLOQUE C C-A 18.00 0.25 0.25 3.00 3.38

16.00 0.25 0.25 2.90 2.90C-B 5.00 0.25 0.15 2.90 0.54

10.00 0.25 0.15 3.00 1.13BLOQUE D C-A 16.00 0.25 0.25 2.90 2.90

C-B 25.00 0.25 0.15 3.00 2.81BLOQUE G C-A 17.00 0.25 0.25 3.00 3.19

5.11.02 ENCOFRADO Y DESENCOFRADO m2 1118.481ER PISO PERIMETROBLOQUE A C-A 0.8 22.00 0.25 0.25 5.00 82.50BLOQUE B C-A 0.8 27.00 0.25 0.25 5.00 101.25BLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE F C-A 0.8 45.00 0.25 0.25 3.00 101.25BLOQUE G C-A 0.8 37.00 0.25 0.25 3.00 83.252DO PISOBLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

Page 25: Sustento de Metrados - Estructura 2

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE F C-A 0.8 45.00 0.25 0.25 3.00 101.25BLOQUE G C-A 0.8 37.00 0.25 0.25 3.00 83.252DO PISOBLOQUE C C-A 0.8 18.00 0.25 0.25 3.00 40.50

0.8 16.00 0.25 0.25 2.90 34.80C-B 0.6 5.00 0.25 0.15 2.90 7.98

0.6 10.00 0.25 0.15 3.00 16.50BLOQUE D C-A 0.8 16.00 0.25 0.25 2.90 34.80

C-B 0.6 25.00 0.25 0.15 3.00 41.25BLOQUE G C-A 0.8 17.00 0.25 0.25 3.00 38.25

5.11.03 ACERO DE REFUERZO FY=4200 KG/CM2 kg 6101.98peso

1ER PISOBLOQUE A C-A longitudinal 22.00 3/8 4.00 5.00 0.56 246.40

estribo 22.00 1/4 25.00 0.70 0.25 96.25BLOQUE B C-A longitudinal 27.00 3/8 4.00 5.00 0.56 302.40

estribo 27.00 1/4 25.00 0.70 0.25 118.12BLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE F C-A longitudinal 45.00 3/8 4.00 3.00 0.56 302.40

estribo 45.00 1/4 15.00 0.70 0.25 118.12BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

estribo 37.00 1/4 15.00 0.70 0.25 97.132DO PISOBLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE F C-A longitudinal 45.00 3/8 4.00 3.00 0.56 302.40

estribo 45.00 1/4 15.00 0.70 0.25 118.12BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

estribo 37.00 1/4 15.00 0.70 0.25 97.132DO PISOBLOQUE C C-A longitudinal 18.00 3/8 4.00 2.90 0.56 116.93

estribo 18.00 1/4 14.00 0.70 0.25 44.10C-A longitudinal 16.00 3/8 4.00 3.00 0.56 107.52

estribo 16.00 1/4 15.00 0.70 0.25 42.00C-B longitudinal 5.00 3/8 4.00 2.90 0.56 32.48

estribo 5.00 1/4 14.00 0.50 0.25 8.75C-B longitudinal 10.00 3/8 4.00 3.00 0.56 67.20

estribo 10.00 1/4 15.00 0.50 0.25 18.75BLOQUE D C-A longitudinal 16.00 3/8 4.00 2.90 0.56 103.94

estribo 16.00 1/4 14.00 0.70 0.25 39.20C-A longitudinal 25.00 3/8 4.00 3.00 0.56 168.00

estribo 25.00 1/4 15.00 0.70 0.25 65.63BLOQUE G C-A longitudinal 37.00 3/8 4.00 3.00 0.56 248.64

estribo 37.00 1/4 15.00 0.70 0.25 97.13

Page 26: Sustento de Metrados - Estructura 2

5.02.02 ACERO DE REFUERZO fy=4200 kg/cm2 8028.94 KG

DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075

Z-01 0.20

1/2" 4.00 11.00 2.05 --- --- 90.20 --- --- ---

2.20 X 2.20

@

1/2" 4.00 11.00 2.05 --- --- 90.20 --- --- ---

2.05

2.05 @ 0.20

Z-02 0.20

1/2" 2.00 24.00 4.65 --- --- 112.80 --- --- ---

2.50 X 4.80

@

1/2" 2.00 13.00 2.35 --- --- 120.90 --- --- ---

4.65

2.35 @ 0.20

ZAPATA CORRIDA 0.20

1/2" 2.00 49.00 9.70 --- --- 105.00 --- --- ---

1.20 X 9.85

@

1/2" 2.00 6.00 1.05 --- --- 116.40 --- --- ---

9.70

1.05 @ 0.20

BLOQUE "B" R= 0.075

Z-01 0.20

1/2" 4.00 13.00 2.35 --- --- 122.20 --- --- ---

2.50 X 2.50

@

1/2" 4.00 13.00 2.35 --- --- 122.20 --- --- ---

2.35

2.35 @ 0.20

Z-02 0.20

1/2" 3.00 8.00 1.35 --- --- 32.40 --- --- ---

1.50 X 1.50

@

1/2" 3.00 8.00 1.35 --- --- 32.40 --- --- ---

1.35

1.35 @ 0.20

Z-03 0.20

1/2" 3.00 12.00 2.25 --- --- 81.00 --- --- ---

2.40 X 2.40

@

1/2" 3.00 12.00 2.25 --- --- 81.00 --- --- ---

2.25

2.25 @ 0.20

Z-04 0.20

1/2" 3.00 8.00 1.45 --- --- 34.80 --- --- ---

1.60 X 1.60

@

1/2" 3.00 8.00 1.45 --- --- 34.80 --- --- ---

1.45

1.45 @ 0.20

Z-05 0.20

1/2" 2.00 8.00 1.35 --- --- 36.80 --- --- ---

2.45 X 1.50

@

1/2" 2.00 13.00 2.30 --- --- 35.10 --- --- ---

1.35

2.30 @ 0.20

BLOQUE "C" R= 0.075

Z-01 0.20

1/2" 18.00 13.00 2.35 --- --- 549.90 --- --- ---

2.50 X 2.50

@

1/2" 18.00 13.00 2.35 --- --- 549.90 --- --- ---

2.35

2.35 @ 0.20

Z-02 0.20

1/2" 4.00 24.00 4.55 --- --- 225.60 --- --- ---

2.50 X 4.70

@

1/2" 4.00 13.00 2.35 --- --- 236.60 --- --- ---

4.55

2.35 @ 0.20

Z-02 0.20

1/2" 2.00 24.00 4.55 --- --- 112.80 --- --- ---

2.50 X 4.70

@

1/2" 2.00 13.00 2.35 --- --- 118.30 --- --- ---

4.55

2.35 @ 0.20

Z-02 0.20

1/2" 2.00 9.00 1.50 --- --- 22.14 --- --- ---

1.38 X 1.65

@

1/2" 2.00 7.00 1.23 --- --- 21.00 --- --- ---

1.50

1.23 @ 0.20

Z-03 0.20

1/2" 2.00 15.00 2.85 --- --- 40.50 --- --- ---

1.50 X 3.00

@

1/2" 2.00 8.00 1.35 --- --- 45.60 --- --- ---

2.85

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMENTO

Page 27: Sustento de Metrados - Estructura 2

1.35 @ 0.20

2.85

BLOQUE "D" R= 0.075

Z-01 0.20

1/2" 13.00 13.00 2.35 --- --- 397.15 --- --- ---

2.50 X 2.50

@

1/2" 13.00 13.00 2.35 --- --- 397.15 --- --- ---

2.35

2.35 @ 0.20

Page 28: Sustento de Metrados - Estructura 2

Z-02 0.20

1/2" 9.00 24.00 4.55 --- --- 507.60 --- --- ---

2.50 X 4.70

@

1/2" 9.00 13.00 2.35 --- --- 532.35 --- --- ---

4.55

2.35 @ 0.20

Z-03 0.20

1/2" 2.00 15.00 2.85 --- --- 40.50 --- --- ---

1.50 X 3.00

@

1/2" 2.00 8.00 1.35 --- --- 45.60 --- --- ---

2.85

1.35 @ 0.20

BLOQUE "E" R= 0.075

Z-01 0.20

1/2" 4.00 18.00 3.35 --- --- 129.60 --- --- ---

1.95 X 3.50

@1/2" 4.00 10.00 1.80 --- --- 134.00 --- --- ---

3.35

1.80 @ 0.20

Z-02 0.20

1/2" 2.00 9.00 1.55 --- --- 27.90 --- --- ---

1.70 X 1.70

@

1/2" 2.00 9.00 1.55 --- --- 27.90 --- --- ---

1.55

1.55 @ 0.20

Z-03 0.20

1/2" 3.00 11.00 2.05 --- --- 67.65 --- --- ---

2.20 X 2.20

@

1/2" 3.00 11.00 2.05 --- --- 67.65 --- --- ---

2.05

2.05 @ 0.20

Z-04 0.20

1/2" 9.00 10.00 1.75 --- --- 157.50 --- --- ---

1.90 X 1.90

@

1/2" 9.00 10.00 1.75 --- --- 157.50 --- --- ---

1.75

1.75 @ 0.20

Z-05 0.20

1/2" 2.00 15.00 2.75 --- --- 36.00 --- --- ---

1.35 X 2.90

@

1/2" 2.00 7.00 1.20 --- --- 38.50 --- --- ---

2.75

1.20 @ 0.20

Z-06 0.20

1/2" 1.00 23.00 4.45 --- --- 47.15 --- --- ---

2.20 X 4.60

@

1/2" 1.00 11.00 2.05 --- --- 48.95 --- --- ---

4.45

2.05 @ 0.20

BLOQUE "F" R= 0.075

Z-01 0.20

1/2" 10.00 10.00 1.85 --- --- 185.00 --- --- ---

2.00 X 2.00

@

1/2" 10.00 10.00 1.85 --- --- 185.00 --- --- ---

1.85

1.85 @ 0.20

Z-02 0.20

1/2" 1.00 21.00 3.95 --- --- 38.85 --- --- ---

2.00 X 4.10

@

1/2" 1.00 10.00 1.85 --- --- 39.50 --- --- ---

3.95

1.85 @ 0.20

Z-03 0.20

1/2" 7.00 13.00 2.35 --- --- 213.85 --- --- ---

2.50 X 2.50

@

1/2" 7.00 13.00 2.35 --- --- 213.85 --- --- ---

2.35

2.35 @ 0.20

Z-04 0.20

1/2" 4.00 15.00 2.75 --- --- 165.00 --- --- ---

2.90 X 2.90

@

1/2" 4.00 15.00 2.75 --- --- 165.00 --- --- ---

2.75

2.75 @ 0.20

BLOQUE "F" R= 0.075

Z-01 24.2

0

1/2" 9.00 1.00 2.15 --- --- 19.35 --- --- ---

2.30 X 2.30

@

1/2" 9.00 1.00 2.15 --- --- 19.35 --- --- ---

2.15

2.15 @ 25.20

Z-02 0.20

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

Page 29: Sustento de Metrados - Estructura 2

Z-02 0.20

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

2.60 X 2.60

@

1/2" 7.00 13.00 2.45 --- --- 222.95 --- --- ---

2.45

2.45 @ 0.20

Z-03 0.20

1/2" 3.00 16.00 2.95 --- --- 141.60 --- --- ---

3.10 X 3.10

@

1/2" 3.00 16.00 2.95 --- --- 141.60 --- --- ---

2.95

2.95 @ 0.20

Page 30: Sustento de Metrados - Estructura 2

Z-04 0.20

1/2" 3.00 10.00 1.75 --- --- 52.50 --- --- ---

1.90 X 1.90

@

1/2" 3.00 10.00 1.75 --- --- 52.50 --- --- ---

1.75

1.75 @ 0.20

LONGITUD TOTAL 0.00 0.00 8110.04 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 0.00 8028.94 0.00 0.00 0.00

PESO TOTAL (kg) 8028.94

Page 31: Sustento de Metrados - Estructura 2

5.03.03 ACERO DE REFUERZO fy=4200 kg/cm2 2,499.67 Kg

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

PESO EN KG0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075 M

VC 1 0.35 8.83

0.35 2.00 3.00 9.52 --- --- --- 57.15 --- --- 88.58

3 Ø 5/8"ACERO NEGATIVO

0.35X0.600.

35 8.83

0.35 5/8" 2.00 3.00 9.52 --- --- --- 57.15 --- --- 88.58

3 Ø 5/8"ACERO POSITIVO

0.60

L= 7.80

0.35 3/8" 2.00 45.00 1.80 --- 162.00 --- --- --- --- 93.96

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.30 8.83

0.30 2.00 3.00 9.43 --- --- --- 56.55 --- --- 87.65

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 8.83

0.30 5/8" 2.00 3.00 9.43 --- --- --- 56.55 --- --- 87.65

3Ø 5/8"ACERO POSITIVO

0.50

L= 7.80

0.30 3/8" 2.00 45.00 1.50 --- 135.00 --- --- --- --- 78.30

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.54

0.30 2.00 3.00 5.14 --- --- --- 30.84 --- --- 47.80

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.54

0.30 5/8" 2.00 3.00 5.14 --- --- --- 30.84 --- --- 47.80

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.55

0.30 3/8" 2.00 23.00 1.50 --- 69.00 --- --- --- --- 40.02

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.55

0.30 2.00 3.00 5.15 --- --- --- 30.90 --- --- 47.89

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.55

0.30 5/8" 2.00 3.00 5.15 --- --- --- 30.90 --- --- 47.89

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.51

0.30 3/8" 2.00 23.00 1.50 --- 69.00 --- --- --- --- 40.02

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 2.60

0.30 2.00 3.00 3.20 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 2.60

0.30 5/8" 2.00 3.00 3.20 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.70

0.30 3/8" 2.00 13.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.10

0.30 2.00 3.00 4.70 --- --- --- 28.20 --- --- 43.71

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.10

0.30 5/8" 2.00 3.00 4.70 --- --- --- 28.20 --- --- 43.71

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.15

0.30 3/8" 2.00 21.00 1.50 --- 63.00 --- --- --- --- 36.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 4.15

0.30 2.00 3.00 4.75 --- --- --- 28.50 --- --- 44.18

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 4.15

0.30 5/8" 2.00 3.00 4.75 --- --- --- 28.50 --- --- 44.18

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.10

0.30

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 32: Sustento de Metrados - Estructura 2

0.30 3/8" 2.00 21.00 1.50 --- 63.00 --- --- --- --- 36.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "B" R= 0.075 M

VC 1 0.25 4.50

0.25 1.00 3.00 5.00 --- --- --- 15.00 --- --- 23.25

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 1.00 3.00 5.00 --- --- --- 15.00 --- --- 23.25

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.40

0.25 3/8" 1.00 23.00 1.40 --- 32.20 --- --- --- --- 18.68

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 4.15

0.25 1.00 3.00 4.65 --- --- --- 13.95 --- --- 21.62

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.15

0.25 5/8" 1.00 3.00 4.65 --- --- --- 13.95 --- --- 21.62

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.20

0.25 3/8" 1.00 21.00 1.40 --- 29.40 --- --- --- --- 17.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.30 9.15

0.30 2.00 3.00 9.75 --- --- --- 58.50 --- --- 90.68

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.30 9.15

0.30 5/8" 2.00 3.00 9.75 --- --- --- 58.50 --- --- 90.68

3Ø 5/8"ACERO POSITIVO

0.60

L= 8.20

0.35 3/8" 2.00 46.00 1.80 --- 165.60 --- --- --- --- 96.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.05

0.25 2.00 3.00 5.55 --- --- --- 33.30 --- --- 51.61

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.05

0.25 5/8" 2.00 3.00 5.55 --- --- --- 33.30 --- --- 51.61

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.10

0.25 3/8" 2.00 26.00 1.40 --- 72.80 --- --- --- --- 42.22

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.15

0.25 2.00 3.00 3.65 --- --- --- 21.90 --- --- 33.95

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.15

0.25 5/8" 2.00 3.00 3.65 --- --- --- 21.90 --- --- 33.95

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.15

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.15

0.25 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.15

0.25 5/8" 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.15

0.25 3/8" 1.00 16.00 1.40 --- 22.40 --- --- --- --- 12.99

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.00

0.25 2.00 3.00 5.50 --- --- --- 33.00 --- --- 51.15

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.00

0.25 5/8" 2.00 3.00 5.50 --- --- --- 33.00 --- --- 51.15

3Ø 5/8"ACERO POSITIVO

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 33: Sustento de Metrados - Estructura 2

0.50

L= 4.05

0.25 3/8" 2.00 25.00 1.40 --- 70.00 --- --- --- --- 40.60

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.30

0.25 2.00 3.00 6.80 --- --- --- 40.80 --- --- 63.24

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.30

0.25 5/8" 2.00 3.00 6.80 --- --- --- 40.80 --- --- 63.24

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.36

0.25 3/8" 2.00 32.00 1.40 --- 89.60 --- --- --- --- 51.97

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.20

0.25 2.00 3.00 6.70 --- --- --- 40.20 --- --- 62.31

3Ø 5/8"ACERO NEGATIVO .

0.25X0.50

0.25 6.20

0.25 5/8" 2.00 3.00 6.70 --- --- --- 40.20 --- --- 62.31

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.36

0.25 3/8" 2.00 31.00 1.40 --- 86.80 --- --- --- --- 50.34

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.40

0.25 2.00 3.00 5.90 --- --- --- 35.40 --- --- 54.87

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.40

0.25 5/8" 2.00 3.00 5.90 --- --- --- 35.40 --- --- 54.87

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.60

0.25 3/8" 2.00 27.00 1.40 --- 75.60 --- --- --- --- 43.85

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.10

0.25 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.10

0.25 5/8" 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.09

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.35 8.05

0.35 1.00 3.00 8.75 --- --- --- 26.25 --- --- 40.69

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 8.05

0.35 5/8" 1.00 3.00 8.75 --- --- --- 26.25 --- --- 40.69

3Ø 5/8"ACERO POSITIVO

0.60

L= 7.00

0.35 3/8" 1.00 41.00 1.80 --- 73.80 --- --- --- --- 42.80

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "C" R= 0.075 M

VC 01 0.25 5.90

0.25 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.25X0.60

0.25 5.90

0.25 5/8" 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.60

L= 5.04

0.25 3/8" 1.00 30.00 1.90 --- 57.00 --- --- --- --- 33.06

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 6.00

0.25 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.00

0.25 5/8" 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 34: Sustento de Metrados - Estructura 2

0.25

3Ø 5/8" 0.25 5/8" 1.00 3.00 6.50 --- --- --- 19.50 --- --- 30.23

ACERO POSITIVO 0.50

L= 5.15

0.25 3/8" 1.00 30.00 1.40 --- 42.00 --- --- --- --- 24.36

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 6.70

0.25 1.00 3.00 7.20 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.70

0.25 5/8" 1.00 3.00 7.20 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.80

0.25 3/8" 1.00 34.00 1.40 --- 47.60 --- --- --- --- 27.61

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-C 01 0.25 5.70

0.25 1.00 3.00 6.20 --- --- --- 18.60 --- --- 28.83

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.70

0.25 5/8" 1.00 3.00 6.20 --- --- --- 18.60 --- --- 28.83

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.89

0.25 3/8" 1.00 29.00 1.40 --- 40.60 --- --- --- --- 23.55

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 01 0.25 5.00

0.25 8.00 3.00 5.50 --- --- --- 132.00 --- --- 204.60

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.00

0.25 5/8" 8.00 3.00 5.50 --- --- --- 132.00 --- --- 204.60

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.09

0.25 3/8" 8.00 25.00 1.40 --- 280.00 --- --- --- --- 162.40

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 9.50

0.25 3.00 3.00 10.00 --- --- --- 90.00 --- --- 139.50

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 9.50

0.25 5/8" 3.00 3.00 10.00 --- --- --- 90.00 --- --- 139.50

3Ø 5/8"ACERO POSITIVO

0.50

L= 8.65

0.25 3/8" 3.00 48.00 1.40 --- 201.60 --- --- --- --- 116.93

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.25 3.00

0.25 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.00

0.25 5/8" 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.19

0.25 3/8" 1.00 15.00 1.40 --- 21.00 --- --- --- --- 12.18

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.45

0.25 3.00 3.00 4.95 --- --- --- 44.55 --- --- 69.05

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.45

0.25 5/8" 3.00 3.00 4.95 --- --- --- 44.55 --- --- 69.05

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.65

0.25 3/8" 3.00 23.00 1.70 --- 117.30 --- --- --- --- 68.03

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.80

0.25 3.00 3.00 5.30 --- --- --- 47.70 --- --- 73.94

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 35: Sustento de Metrados - Estructura 2

0.25X0.50

0.25 4.80

0.25 5/8" 3.00 3.00 5.30 --- --- --- 47.70 --- --- 73.94

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.89

0.25 3/8" 3.00 24.00 1.70 --- 122.40 --- --- --- --- 70.99

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.50

0.25 8.00 3.00 5.00 --- --- --- 120.00 --- --- 186.00

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 8.00 3.00 5.00 --- --- --- 120.00 --- --- 186.00

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.62

0.25 3/8" 8.00 23.00 1.40 --- 257.60 --- --- --- --- 149.41

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.35 1.90

0.35 2.00 3.00 2.60 --- --- --- 15.60 --- --- 24.18

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 1.90

0.35 5/8" 2.00 3.00 2.60 --- --- --- 15.60 --- --- 24.18

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.00

0.25 3/8" 2.00 10.00 1.40 --- 28.00 --- --- --- --- 16.24

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.30

0.25 1.00 3.00 6.80 --- --- --- 20.40 --- --- 31.62

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.30

0.25 5/8" 1.00 3.00 6.80 --- --- --- 20.40 --- --- 31.62

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.50

0.25 3/8" 1.00 32.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.50

0.25 7.00 3.00 5.00 --- --- --- 105.00 --- --- 162.75

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 4.50

0.25 5/8" 7.00 3.00 5.00 --- --- --- 105.00 --- --- 162.75

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.62

0.25 3/8" 7.00 23.00 1.40 --- 225.40 --- --- --- --- 130.73

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "D" R= 0.075 M

V-C 01 0.35 11.10

0.35 5.00 3.00 11.80 --- --- --- 177.00 --- --- 274.35

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 11.10

0.35 5/8" 5.00 3.00 11.80 --- --- --- 177.00 --- --- 274.35

3Ø 5/8"ACERO POSITIVO

0.60

L= 10.22

0.35 3/8" 5.00 56.00 1.80 --- 504.00 --- --- --- --- 292.32

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.50

0.25 8.00 3.00 6.00 --- --- --- 144.00 --- --- 223.20

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.50

0.25 5/8" 8.00 3.00 6.00 --- --- --- 144.00 --- --- 223.20

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.81

0.25 3/8" 8.00 28.00 1.40 --- 313.60 --- --- --- --- 181.89

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.10

0.25 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 36: Sustento de Metrados - Estructura 2

VCACERO NEGATIVO

0.25X0.50

0.25 3.10

0.25 5/8" 2.00 3.00 3.60 --- --- --- 21.60 --- --- 33.48

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.30

0.25 3/8" 2.00 16.00 1.40 --- 44.80 --- --- --- --- 25.98

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.40

0.25 4.00 3.00 3.90 --- --- --- 46.80 --- --- 72.54

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.40

0.25 5/8" 4.00 3.00 3.90 --- --- --- 46.80 --- --- 72.54

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.55

0.25 3/8" 4.00 17.00 1.40 --- 95.20 --- --- --- --- 55.22

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.70

0.25 12.00 3.00 4.20 --- --- --- 151.20 --- --- 234.36

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.70

0.25 5/8" 12.00 3.00 4.20 --- --- --- 151.20 --- --- 234.36

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.80

0.25 3/8" 12.00 19.00 1.40 --- 319.20 --- --- --- --- 185.14

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.10

0.25 1.00 3.00 6.60 --- --- --- 19.80 --- --- 30.69

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 6.10

0.25 5/8" 1.00 3.00 6.60 --- --- --- 19.80 --- --- 30.69

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.20

0.25 3/8" 1.00 31.00 1.70 --- 52.70 --- --- --- --- 30.57

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "E" R= 0.075 M

VC 0.25 5.70

0.25 2.00 3.00 6.20 --- --- --- 37.20 --- --- 57.66

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 5.70

0.25 5/8" 2.00 3.00 6.20 --- --- --- 37.20 --- --- 57.66

3Ø 5/8"ACERO POSITIVO

0.40

L= 4.91

0.25 3/8" 2.00 29.00 1.20 --- 69.60 --- --- --- --- 40.37

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.30

0.25 1.00 3.00 4.80 --- --- --- 14.40 --- --- 22.32

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 4.30

0.25 5/8" 1.00 3.00 4.80 --- --- --- 14.40 --- --- 22.32

3Ø 5/8"ACERO POSITIVO

0.40

L= 3.50

0.25 3/8" 1.00 22.00 1.20 --- 26.40 --- --- --- --- 15.31

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "F" R= 0.075 M

VC 0.25 8.10

0.25 1.00 3.00 8.60 --- --- --- 25.80 --- --- 39.99

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 8.10

0.25 5/8" 1.00 3.00 8.60 --- --- --- 25.80 --- --- 39.99

3Ø 5/8"ACERO POSITIVO

0.40

L= 7.14

0.25 3/8" 1.00 41.00 1.20 --- 49.20 --- --- --- --- 28.54

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 37: Sustento de Metrados - Estructura 2

R @ .20, C/E

VC 0.25 6.95

0.25 1.00 3.00 7.45 --- --- --- 22.35 --- --- 34.64

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.95

0.25 5/8" 1.00 3.00 7.45 --- --- --- 22.35 --- --- 34.64

3Ø 5/8"ACERO POSITIVO

0.40

L= 6.000.

25 3/8" 1.00 35.00 1.20 --- 42.00 --- --- --- --- 24.36G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.60

0.25 1.00 3.00 6.10 --- --- --- 18.30 --- --- 28.36

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 5.60

0.25 5/8" 1.00 3.00 6.10 --- --- --- 18.30 --- --- 28.36

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.75

0.25 3/8" 1.00 28.00 1.70 --- 47.60 --- --- --- --- 27.61

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-C 02 0.25 6.05

0.25 2.00 3.00 6.55 --- --- --- 39.30 --- --- 60.92

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.05

0.25 5/8" 2.00 3.00 6.55 --- --- --- 39.30 --- --- 60.92

3Ø 5/8"ACERO POSITIVO

0.40

L= 5.14

0.25 3/8" 2.00 31.00 1.20 --- 74.40 --- --- --- --- 43.15

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 6.60

0.25 2.00 3.00 7.10 --- --- --- 42.60 --- --- 66.03

3Ø 5/8"ACERO NEGATIVO

0.25X0.40

0.25 6.60

0.25 5/8" 2.00 3.00 7.10 --- --- --- 42.60 --- --- 66.03

3Ø 5/8"ACERO POSITIVO

0.40

L= 5.76

0.25 3/8" 2.00 33.00 1.50 --- 99.00 --- --- --- --- 57.42

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE "G" R= 0.075 M

VC 1 0.35 11.80

0.35 4.00 3.00 12.50 --- --- --- 150.00 --- --- 232.50

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 11.80

0.35 5/8" 4.00 3.00 12.50 --- --- --- 150.00 --- --- 232.50

3Ø 5/8"ACERO POSITIVO

0.60

L= 10.86

0.35 3/8" 4.00 59.00 1.80 --- 424.80 --- --- --- --- 246.38

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 1 0.35 10.80

0.35 4.00 3.00 11.50 --- --- --- 138.00 --- --- 213.90

3Ø 5/8"ACERO NEGATIVO

0.35X0.60

0.35 10.80

0.35 5/8" 4.00 3.00 11.50 --- --- --- 138.00 --- --- 213.90

3Ø 5/8"ACERO POSITIVO

0.60

L= 9.86

0.35 3/8" 4.00 54.00 1.80 --- 388.80 --- --- --- --- 225.50

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.95

0.30 4.00 3.00 6.55 --- --- --- 78.60 --- --- 121.833Ø 5/8"

ACERO NEGATIVO

0.30X0.50

0.30 5.95

0.30 5/8" 4.00 3.00 6.55 --- --- --- 78.60 --- --- 121.83

3Ø 5/8"ACERO POSITIVO

0.50

L= 5.08

0.30 3/8" 4.00 30.00 1.50 --- 180.00 --- --- --- --- 104.40

G= 0.10

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 38: Sustento de Metrados - Estructura 2

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.80

0.30 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO NEGATIVO

0.30X0.500.

30 5.80

0.30 5/8" 1.00 3.00 6.40 --- --- --- 19.20 --- --- 29.76

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.30 3/8" 1.00 29.00 1.50 --- 43.50 --- --- --- --- 25.23

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.20

0.30 1.00 3.00 5.80 --- --- --- 17.40 --- --- 26.97

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 5.20

0.30 5/8" 1.00 3.00 5.80 --- --- --- 17.40 --- --- 26.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.31

0.30 3/8" 1.00 26.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 3.05

0.30 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 3.05

0.30 5/8" 1.00 3.00 3.65 --- --- --- 10.95 --- --- 16.97

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.20

0.30 3/8" 1.00 16.00 1.50 --- 24.00 --- --- --- --- 13.92

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 3.20

0.30 1.00 3.00 3.80 --- --- --- 11.40 --- --- 17.67

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 3.20

0.30 5/8" 1.00 3.00 3.80 --- --- --- 11.40 --- --- 17.67

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.55

0.30 3/8" 1.00 16.00 1.50 --- 24.00 --- --- --- --- 13.92

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 2 0.30 5.05

0.30 1.00 3.00 5.65 --- --- --- 16.95 --- --- 26.27

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.30 5.05

0.30 5/8" 1.00 3.00 5.65 --- --- --- 16.95 --- --- 26.27

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.28

0.30 3/8" 1.00 26.00 1.50 --- 39.00 --- --- --- --- 22.62

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.20

0.25 3.00 3.00 5.70 --- --- --- 51.30 --- --- 79.52

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.20

0.25 5/8" 3.00 3.00 5.70 --- --- --- 51.30 --- --- 79.52

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.40

0.25 3/8" 3.00 26.00 1.40 --- 109.20 --- --- --- --- 63.34

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.95

0.25 3.00 3.00 4.45 --- --- --- 40.05 --- --- 62.08

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.95

0.25 5/8" 3.00 3.00 4.45 --- --- --- 40.05 --- --- 62.08

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.10

0.25 3/8" 3.00 20.00 1.40 --- 84.00 --- --- --- --- 48.72

G= 0.10

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

Page 39: Sustento de Metrados - Estructura 2

0.25

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 4.30

0.25 3.00 3.00 4.80 --- --- --- 43.20 --- --- 66.96

3Ø 5/8"ACERO NEGATIVO

0.25X0.500.

25 4.30

0.25 5/8" 3.00 3.00 4.80 --- --- --- 43.20 --- --- 66.96

3Ø 5/8"ACERO POSITIVO

0.50

L= 3.50

0.25 3/8" 3.00 22.00 1.40 --- 92.40 --- --- --- --- 53.59

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 5.20

0.25 1.00 3.00 5.70 --- --- --- 17.10 --- --- 26.51

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 5.20

0.25 5/8" 1.00 3.00 5.70 --- --- --- 17.10 --- --- 26.51

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.55

0.25 3/8" 1.00 26.00 1.40 --- 36.40 --- --- --- --- 21.11

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.90

0.25 2.00 3.00 4.40 --- --- --- 26.40 --- --- 40.92

3Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.25 3.90

0.25 5/8" 2.00 3.00 4.40 --- --- --- 26.40 --- --- 40.92

3Ø 5/8"ACERO POSITIVO

0.50

L= 4.00

0.25 3/8" 2.00 20.00 1.40 --- 56.00 --- --- --- --- 32.48

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 2.70

0.25 1.00 3.00 3.20 --- --- --- 9.60 --- --- 14.88

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.25 2.70

0.25 5/8" 1.00 3.00 3.20 --- --- --- 9.60 --- --- 14.88

3Ø 5/8"ACERO POSITIVO

0.50

L= 1.91

0.30 3/8" 1.00 14.00 1.50 --- 21.00 --- --- --- --- 12.18

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

VC 0.25 3.00

0.25 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO NEGATIVO

0.30X0.50

0.25 3.00

0.25 5/8" 1.00 3.00 3.50 --- --- --- 10.50 --- --- 16.28

3Ø 5/8"ACERO POSITIVO

0.50

L= 2.23

0.30 3/8" 1.00 15.00 1.50 --- 22.50 --- --- --- --- 13.05

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

LONGITUD TOTAL 0.00 6215.40 0.00 5335.68 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 3604.93 0.00 8270.30 0.00 0.00

PESO TOTAL (kg) 11875.24

5/8"

5/8"

5/8"

5/8"

5/8"

Page 40: Sustento de Metrados - Estructura 2

5.04.03 ACERO DE REFUERZO fy=4200 kg/cm2 #REF!

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "E" R= 0.040 M

CC 0.20 5.05

0.20 1.00 2.00 5.45 --- 10.90 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.350.

20 5.05

0.20 3/8" 1.00 2.00 5.45 --- 10.90 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 5.13

0.25 1/4" 1.00 26.00 1.42 36.92 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.13

0.20 1.00 2.00 3.53 --- 7.06 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.13

0.20 3/8" 1.00 2.00 3.53 --- 7.06 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.21

0.25 1/4" 1.00 16.00 1.24 19.84 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.32

0.20 2.00 2.00 2.72 --- 10.88 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.32

0.20 3/8" 2.00 2.00 2.72 --- 10.88 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.40

0.25 1/4" 2.00 12.00 1.24 29.76 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.69

0.20 1.00 2.00 4.09 --- 8.18 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.69

0.20 3/8" 1.00 2.00 4.09 --- 8.18 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.77

0.25 1/4" 1.00 19.00 1.24 23.56 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.59

0.20 3.00 2.00 3.99 --- 23.94 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 3.59

0.20 3/8" 3.00 2.00 3.99 --- 23.94 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.67

0.25 1/4" 3.00 18.00 1.24 66.96 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.99

0.20 2.00 2.00 3.39 --- 13.56 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.99

0.20 3/8" 2.00 2.00 3.39 --- 13.56 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 3.07

0.25 1/4" 2.00 15.00 1.24 37.20 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.77

0.20 1.00 2.00 3.17 --- 6.34 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.77

0.20 3/8" 1.00 2.00 3.17 --- 6.34 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 41: Sustento de Metrados - Estructura 2

0.35

L= 2.85

0.25 1/4" 1.00 14.00 1.24 17.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.12

0.20 2.00 2.00 2.52 --- 10.08 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.12

0.20 3/8" 2.00 2.00 2.52 --- 10.08 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.20

0.25 1/4" 2.00 11.00 1.24 27.28 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.47

0.20 1.00 2.00 2.87 --- 5.74 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.47

0.20 3/8" 1.00 2.00 2.87 --- 5.74 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.35

L= 2.55

0.25 1/4" 1.00 13.00 1.24 16.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

BLOQUE "F" R= 0.040 M

CC 0.20 19.67

0.20 1.00 2.00 20.07 --- 40.14 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 19.67

0.20 3/8" 1.00 2.00 20.07 --- 40.14 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 19.75

0.25 1/4" 1.00 99.00 1.04 102.96 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.64

0.20 2.00 2.00 4.04 --- 16.16 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.64

0.20 3/8" 2.00 2.00 4.04 --- 16.16 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.72

0.25 1/4" 2.00 19.00 1.04 39.52 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.22

0.20 2.00 2.00 3.62 --- 14.48 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.22

0.20 3/8" 2.00 2.00 3.62 --- 14.48 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.30

0.25 1/4" 2.00 17.00 1.04 35.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.79

0.20 2.00 2.00 3.19 --- 12.76 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.35

0.20 2.79

0.20 3/8" 2.00 2.00 3.19 --- 12.76 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.87

0.25 1/4" 2.00 14.00 1.04 29.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.52

0.20 2.00 2.00 2.92 --- 11.68 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 42: Sustento de Metrados - Estructura 2

0.25X0.25

0.20 2.52

0.20 3/8" 2.00 2.00 2.92 --- 11.68 --- --- --- ---

2 Ø 3/8"

Page 43: Sustento de Metrados - Estructura 2

ACERO POSITIVO 0.25

L= 2.60

0.25 1/4" 2.00 13.00 1.04 27.04 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.85

0.20 2.00 2.00 3.25 --- 13.00 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 2.85

0.20 3/8" 2.00 2.00 3.25 --- 13.00 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.93

0.25 1/4" 2.00 15.00 1.04 31.20 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 5.42

0.20 2.00 2.00 5.82 --- 23.28 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 5.42

0.20 3/8" 2.00 2.00 5.82 --- 23.28 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 5.50

0.25 1/4" 2.00 28.00 1.04 58.24 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 4.01

0.20 2.00 2.00 4.41 --- 17.64 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 4.01

0.20 3/8" 2.00 2.00 4.41 --- 17.64 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 4.09

0.25 1/4" 2.00 21.00 1.04 43.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 2.77

0.20 2.00 2.00 3.17 --- 12.68 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 2.77

0.20 3/8" 2.00 2.00 3.17 --- 12.68 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 2.85

0.25 1/4" 2.00 14.00 1.04 29.12 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.04

0.20 2.00 2.00 3.44 --- 13.76 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.04

0.20 3/8" 2.00 2.00 3.44 --- 13.76 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.12

0.25 1/4" 2.00 16.00 1.04 33.28 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

CC 0.20 3.38

0.20 2.00 2.00 3.78 --- 15.12 --- --- --- ---

2 Ø 3/8"ACERO NEGATIVO

0.25X0.25

0.20 3.38

0.20 3/8" 2.00 2.00 3.78 --- 15.12 --- --- --- ---

2 Ø 3/8"ACERO POSITIVO

0.25

L= 3.46

0.25 1/4" 2.00 17.00 1.04 35.36 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 1/4",[email protected], [email protected], R @ .25, C/E

LONGITUD TOTAL 739.88 574.76 0.00 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 184.97 333.36 0.00 0.00 0.00 0.00

PESO TOTAL (kg) 518.33

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

Page 44: Sustento de Metrados - Estructura 2
Page 45: Sustento de Metrados - Estructura 2

5.05.03 ACERO DE REFUERZO fy=4200 kg/cm2 47,545.35 Kg

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.22 0.58 0.99 1.55 2.24 3.97

1° NIVELBLOQUE A

10Ø5/8" 5/8" 6.00 10.00 6.38 --- --- --- 382.80 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 30.00 1.40 --- 252.00 --- --- --- ---

R @ .25, C/E

3/8" 6.00 30.00 --- 0.00 --- --- --- ---

3/8" 6.00 30.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 6.38 --- --- --- --- 408.32 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 40.00 2.10 --- 336.00 --- --- --- ---

R @ .20, C/E

3/8" 4.00 40.00 1.56 --- 249.60 --- --- --- ---

3/8" 4.00 40.00 --- 0.00 --- --- --- ---

14Ø3/4" 3/4" 2.00 14.00 6.38 --- --- --- --- 178.64 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 3, 3/8",[email protected], [email protected],3/8" 2.00 28.00 1.60 --- 89.60 --- --- --- ---

R @ .25, C/E

3/8" 2.00 28.00 1.60 --- 89.60 --- --- --- ---

3/8" 2.00 28.00 2.10 --- 117.60 --- --- --- ---

6Ø5/8" 5/8" 2.00 6.00 6.38 --- --- --- 76.56 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 30.00 1.09 --- 65.40 --- --- --- ---

R @ .25, C/E

3/8" 2.00 30.00 --- 0.00 --- --- --- ---

3/8" 2.00 30.00 --- 0.00 --- --- --- ---

BLOQUE B

14Ø3/4" 3/4" 2.00 14.00 6.38 --- --- --- --- 178.64 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 3, 3/8",[email protected], [email protected],3/8" 2.00 28.00 1.20 --- 67.20 --- --- --- ---

R @ .25, C/E

3/8" 2.00 28.00 1.22 --- 68.32 --- --- --- ---

3/8" 2.00 28.00 1.96 --- 109.76 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 6.38 --- --- --- --- 408.32 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 40.00 2.58 --- 412.80 --- --- --- ---

R @ .20, C/E

3/8" 4.00 40.00 2.18 --- 348.80 --- --- --- ---

3/8" 4.00 40.00 --- 0.00 --- --- --- ---

14Ø3/4" 3/4" 4.00 14.00 6.38 --- --- --- --- 357.28 ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 3, 3/8",[email protected], [email protected],3/8" 4.00 28.00 1.60 --- 179.20 --- --- --- ---

R @ .25, C/E

N° ELEMEN. IGUALES

N° DE PIEZAS POR

ELEMENTO

Page 46: Sustento de Metrados - Estructura 2

3/8" 4.00 28.00 1.60 --- 179.20 --- --- --- ---

3/8" 4.00 28.00 2.10 --- 235.20 --- --- --- ---

6Ø5/8" 5/8" 4.00 6.00 6.38 --- --- --- 153.12 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 30.00 1.08 --- 129.60 --- --- --- ---

R @ .25, C/E

3/8" 4.00 30.00 --- 0.00 --- --- --- ---

3/8" 4.00 30.00 --- 0.00 --- --- --- ---

6Ø5/8" 5/8" 1.00 6.00 6.38 --- --- --- 38.28 --- ---

5.95--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected], 3/8" 1.00 30.00 0.98 --- 29.40 --- --- --- --- R @ .25, C/E

3/8" 1.00 30.00 --- 0.00 --- --- --- ---

3/8" 1.00 30.00 --- 0.00 --- --- --- ---

BLOQUE C

10Ø3/4" 3/4" 6.00 10.00 5.78 --- --- --- --- 346.80 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 26.00 1.98 --- 308.88 --- --- --- ---

R @ .25, C/E

3/8" 6.00 26.00 1.28 --- 199.68 --- --- --- ---

3/8" 6.00 26.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 5.78 --- --- --- --- 971.04 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 27.00 1.98 --- 748.44 --- --- --- ---

R @ .25, C/E

3/8" 14.00 27.00 1.88 --- 710.64 --- --- --- ---

3/8" 14.00 27.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 5.78 --- --- --- --- 554.88 ---

5.35--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 8.00 25.00 1.24 --- 248.00 --- --- --- ---

R @ .25, C/E

3/8" 8.00 25.00 1.24 --- 248.00 --- --- --- ---

3/8" 8.00 25.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 5.78 --- --- --- 92.48 --- ---

5.351/2" 4.00 2.00 5.78 --- --- 46.24 --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 27.00 1.28 --- 138.24 --- --- --- ---

R @ .25, C/E

3/8" 4.00 27.00 --- 0.00 --- --- --- ---

3/8" 4.00 27.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 5.78 --- --- --- --- 231.20 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 26.00 1.98 --- 205.92 --- --- --- ---

R @ .25, C/E

4Ø5/8" + 2Ø1/2"

Page 47: Sustento de Metrados - Estructura 2

3/8" 4.00 26.00 1.28 --- 133.12 --- --- --- ---

Page 48: Sustento de Metrados - Estructura 2

3/8" 4.00 26.00 1.28 --- 133.12 --- --- --- ---

3/8" 4.00 26.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 5.78 --- --- --- --- --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 25.00 2.18 --- 763.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 1.88 --- 658.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 5.78 --- --- --- 416.16 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 26.00 1.28 --- 299.52 --- --- --- ---

R @ .25, C/E

3/8" 9.00 26.00 --- 0.00 --- --- --- ---

3/8" 9.00 26.00 --- 0.00 --- --- --- ---

8Ø3/4" 3/4" 4.00 12.00 5.78 --- --- --- --- 277.44 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 26.00 1.32 --- 137.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 26.00 1.32 --- 137.28 --- --- --- ---

3/8" 4.00 26.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 5.78 --- --- --- 138.72 --- ---

5.351/2" 6.00 2.00 5.78 --- --- 69.36 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 35.00 1.28 --- 268.80 --- --- --- ---

R @ .20, C/E

3/8" 6.00 26.00 --- 0.00 --- --- --- ---

3/8" 6.00 26.00 --- 0.00 --- --- --- ---

BLOQUE E

4Ø5/8 5/8" 22.00 4.00 5.78 --- --- --- 508.64 --- ---

5.351/2" 6.00 2.00 5.78 --- --- 69.36 --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 22.00 27.00 1.00 --- 594.00 --- --- --- ---

R @ .25, C/E

3/8" 22.00 27.00 --- 0.00 --- --- --- ---

3/8" 22.00 27.00 --- 0.00 --- --- --- ---

6Ø1/2" 1/2" 7.00 6.00 5.65 --- --- 237.30 --- --- ---

5.35--- --- --- --- --- ---

0.30

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 7.00 27.00 1.08 204.12 --- --- --- --- ---

R @ .25, C/E

1/4" 7.00 27.00 0.00 --- --- --- --- ---

1/4" 7.00 27.00 0.00 --- --- --- --- ---

8Ø5/8" 5/8" 2.00 8.00 5.78 --- --- --- 92.48 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 27.00 1.20 --- 64.80 --- --- --- ---

R @ .25, C/E

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

Page 49: Sustento de Metrados - Estructura 2

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

14Ø5/8" 5/8" 2.00 14.00 5.78 --- --- --- 161.84 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 2.00 27.00 3.91 --- 211.14 --- --- --- ---

R @ .25, C/E

3/8" 2.00 27.00 3.91 --- 211.14 --- --- --- ---

3/8" 2.00 27.00 --- 0.00 --- --- --- ---

BLOQUE F

5/8" 23.00 4.00 5.78 --- --- --- 531.76 --- ---

5.353/4" 23.00 6.00 5.78 --- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1 3/8",[email protected], [email protected],3/8" 23.00 28.00 1.44 --- 927.36 --- --- --- ---

R @ .25, C/E

3/8" 23.00 28.00 1.44 --- 927.36 --- --- --- ---

3/8" 23.00 28.00 --- 0.00 --- --- --- ---

4Ø1/2" 1/2" 4.00 4.00 5.78 --- --- 92.48 --- --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 4.00 27.00 0.98 105.84 --- --- --- --- ---

R @ .25, C/E

1/4" 4.00 27.00 0.00 --- --- --- --- ---

1/4" 4.00 27.00 0.00 --- --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 9.00 10.00 5.78 --- --- --- 520.20 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 9.00 27.00 1.78 --- 432.54 --- --- --- ---

R @ .25, C/E

3/8" 9.00 27.00 --- 0.00 --- --- --- ---

3/8" 9.00 27.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 3.00 8.00 5.78 --- --- --- 138.72 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 3.00 27.00 1.28 --- 103.68 --- --- --- ---

R @ .25, C/E

3/8" 3.00 27.00 --- 0.00 --- --- --- ---

3/8" 3.00 27.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 10.00 16.00 5.78 --- --- --- --- 924.80 ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 10.00 37.00 1.20 --- 444.00 --- --- --- ---

R @ .20, C/E

3/8" 10.00 37.00 1.22 --- 451.40 --- --- --- ---

3/8" 10.00 37.00 1.96 --- 725.20 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 5.78 --- --- --- 647.36 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 35.00 1.28 --- 627.20 --- --- --- ---

R @ .20, C/E

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

Page 50: Sustento de Metrados - Estructura 2

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

3/8" 14.00 35.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 5.78 --- --- --- 46.24 --- ---

5.35--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 35.00 1.16 --- 40.60 --- --- --- ---

R @ .20, C/E

3/8" 1.00 35.00 1.16 --- 40.60 --- --- --- ---

3/8" 1.00 35.00 --- 0.00 --- --- --- ---

2DO PISOBLOQUE C

10Ø3/4" 3/4" 6.00 10.00 3.83 --- --- --- --- 229.80 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 18.00 1.98 --- 213.84 --- --- --- ---

R @ .25, C/E

3/8" 6.00 18.00 1.28 --- 138.24 --- --- --- ---

3/8" 6.00 18.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 3.83 --- --- --- --- 643.44 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 19.00 1.98 --- 526.68 --- --- --- ---

R @ .25, C/E

3/8" 14.00 19.00 1.88 --- 500.08 --- --- --- ---

3/8" 14.00 19.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 3.83 --- --- --- --- 367.68 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

R @ .25, C/E

3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

3/8" 8.00 17.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 3.83 --- --- --- 61.28 --- ---

3.401/2" 4.00 2.00 3.83 --- --- 30.64 --- --- ---

0.43

--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 3.83 --- --- --- --- 153.20 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.98 --- 142.56 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.28 --- 92.16 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 3.83 --- --- --- --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 15.00 2.18 --- 457.80 --- --- --- ---

R @ .20, C/E

4Ø5/8" + 2Ø1/2"

Page 51: Sustento de Metrados - Estructura 2

3/8" 14.00 15.00 1.88 --- 394.80 --- --- --- ---

3/8" 14.00 15.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 3.83 --- --- --- 275.76 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 18.00 1.28 --- 207.36 --- --- --- ---

R @ .25, C/E

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

8Ø3/4" 3/4" 4.00 12.00 3.83 --- --- --- --- 183.84 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 3.83 --- --- --- 91.92 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 25.00 1.28 --- 192.00 --- --- --- ---

R @ .20, C/E

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

BLOQUE E

4Ø5/8 5/8" 22.00 4.00 3.83 --- --- --- 337.04 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 22.00 19.00 1.00 --- 418.00 --- --- --- ---

R @ .25, C/E

3/8" 22.00 19.00 --- 0.00 --- --- --- ---

3/8" 22.00 19.00 --- 0.00 --- --- --- ---

6Ø1/2" 1/2" 7.00 6.00 3.70 --- --- 155.40 --- --- ---

3.40--- --- --- --- --- ---

0.30

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected], 1/4" 7.00 19.00 1.08 143.64 --- --- --- --- --- R @ .25, C/E

1/4" 7.00 19.00 0.00 --- --- --- --- ---

1/4" 7.00 19.00 0.00 --- --- --- --- ---

8Ø5/8" 5/8" 2.00 8.00 3.83 --- --- --- 61.28 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1, 3/8",[email protected], [email protected],3/8" 2.00 19.00 1.20 --- 45.60 --- --- --- ---

R @ .25, C/E

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

14Ø5/8" 5/8" 2.00 14.00 3.83 --- --- --- 107.24 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 2.00 19.00 3.91 --- 148.58 --- --- --- ---

R @ .25, C/E

Page 52: Sustento de Metrados - Estructura 2

3/8" 2.00 19.00 3.91 --- 148.58 --- --- --- ---

3/8" 2.00 19.00 --- 0.00 --- --- --- ---

BLOQUE F

5/8" 23.00 4.00 3.83 --- --- --- 352.36 --- ---

3.403/4" 23.00 6.00 3.83 --- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1 3/8",[email protected], [email protected],3/8" 23.00 21.00 1.44 --- 695.52 --- --- --- ---

R @ .25, C/E

3/8" 23.00 21.00 1.44 --- 695.52 --- --- --- ---

3/8" 23.00 21.00 --- 0.00 --- --- --- ---

4Ø1/2" 1/2" 4.00 4.00 3.83 --- --- 61.28 --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 1/4",[email protected], [email protected],1/4" 4.00 19.00 0.98 74.48 --- --- --- --- ---

R @ .25, C/E

1/4" 4.00 19.00 0.00 --- --- --- --- ---

1/4" 4.00 19.00 0.00 --- --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 9.00 10.00 3.83 --- --- --- 344.70 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 9.00 19.00 1.78 --- 304.38 --- --- --- ---

R @ .25, C/E

3/8" 9.00 19.00 --- 0.00 --- --- --- ---

3/8" 9.00 19.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 3.00 8.00 3.83 --- --- --- 91.92 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 3.00 19.00 1.28 --- 72.96 --- --- --- ---

R @ .25, C/E

3/8" 3.00 19.00 --- 0.00 --- --- --- ---

3/8" 3.00 19.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 10.00 16.00 3.83 --- --- --- --- 612.80 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 10.00 27.00 1.20 --- 324.00 --- --- --- ---

R @ .20, C/E

3/8" 10.00 27.00 1.22 --- 329.40 --- --- --- ---

3/8" 10.00 27.00 1.96 --- 529.20 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 3.83 --- --- --- 428.96 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 25.00 1.28 --- 448.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 3.83 --- --- --- 30.64 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

Page 53: Sustento de Metrados - Estructura 2

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

R @ .20, C/E

3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

3/8" 1.00 25.00 --- 0.00 --- --- --- ---

3ER PISOBLOQUE C

10Ø3/4" 3/4" 6.00 10.00 3.83 --- --- --- --- 229.80 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 6.00 18.00 1.98 --- 213.84 --- --- --- ---

R @ .25, C/E

3/8" 6.00 18.00 1.28 --- 138.24 --- --- --- ---

3/8" 6.00 18.00 0.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 14.00 12.00 3.83 --- --- --- --- 643.44 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 19.00 1.98 --- 526.68 --- --- --- ---

R @ .25, C/E

3/8" 14.00 19.00 1.88 --- 500.08 --- --- --- ---

3/8" 14.00 19.00 --- 0.00 --- --- --- ---

12Ø3/4" 3/4" 8.00 12.00 3.83 --- --- --- --- 367.68 ---

3.40--- --- --- --- --- ---

0.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected], 3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- --- R @ .25, C/E3/8" 8.00 17.00 1.24 --- 168.64 --- --- --- ---

3/8" 8.00 17.00 --- 0.00 --- --- --- ---

5/8" 4.00 4.00 3.83 --- --- --- 61.28 --- ---

3.40 1/2" 4.00 2.00 3.83 --- --- 30.64 --- --- ---0.43--- --- --- --- --- ---

C-4 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- --- R @ .25, C/E3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

BLOQUE D

10Ø3/4" 3/4" 4.00 10.00 3.83 --- --- --- --- 153.20 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.98 --- 142.56 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.28 --- 92.16 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

12Ø3/4" 12Ø3/4" 14.00 12.00 3.83 --- --- --- --- --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2, 3/8",[email protected], [email protected],3/8" 14.00 15.00 2.18 --- 457.80 --- --- --- ---

R @ .20, C/E

3/8" 14.00 15.00 1.88 --- 394.80 --- --- --- ---

3/8" 14.00 15.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 9.00 8.00 3.83 --- --- --- 275.76 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 1 3/8",[email protected], [email protected],3/8" 9.00 18.00 1.28 --- 207.36 --- --- --- ---

R @ .25, C/E

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

3/8" 9.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8" + 2Ø1/2"

Page 54: Sustento de Metrados - Estructura 2

8Ø3/4" 3/4" 4.00 12.00 3.83 --- --- --- --- 183.84 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-4 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

R @ .25, C/E

3/8" 4.00 18.00 1.32 --- 95.04 --- --- --- ---

3/8" 4.00 18.00 --- 0.00 --- --- --- ---

4Ø5/8+2Ø1/2" 5/8" 6.00 4.00 3.83 --- --- --- 91.92 --- ---

3.401/2" 6.00 2.00 3.83 --- --- 45.96 --- --- ---

.43

--- --- --- --- --- ---

C-5 [] 1, 3/8",[email protected], [email protected],3/8" 6.00 25.00 1.28 --- 192.00 --- --- --- ---

R @ .20, C/E

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

3/8" 6.00 18.00 --- 0.00 --- --- --- ---

BLOQUE G

10Ø5/8" 5/8" 5.00 10.00 3.83 --- --- --- 191.50 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 5.00 19.00 1.78 --- 169.10 --- --- --- ---

R @ .25, C/E

3/8" 5.00 19.00 --- 0.00 --- --- --- ---

3/8" 5.00 19.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 4.00 8.00 3.83 --- --- --- 122.56 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 1, 3/8",[email protected], [email protected],3/8" 4.00 19.00 1.28 --- 97.28 --- --- --- ---

R @ .25, C/E

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

3/8" 4.00 19.00 --- 0.00 --- --- --- ---

16Ø3/4" 3/4" 4.00 16.00 3.83 --- --- --- --- 245.12 ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-3 [] 2, 3/8",[email protected], [email protected],3/8" 4.00 27.00 1.20 --- 129.60 --- --- --- ---

R @ .20, C/E

3/8" 4.00 27.00 1.22 --- 131.76 --- --- --- ---

3/8" 4.00 27.00 1.96 --- 211.68 --- --- --- ---

PASARELA

8Ø5/8" 5/8" 14.00 8.00 3.83 --- --- --- 428.96 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-1 [] 1, 3/8",[email protected], [email protected],3/8" 14.00 25.00 1.28 --- 448.00 --- --- --- ---

R @ .20, C/E

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

3/8" 14.00 25.00 --- 0.00 --- --- --- ---

8Ø5/8" 5/8" 1.00 8.00 3.83 --- --- --- 30.64 --- ---

3.40--- --- --- --- --- ---

.43

--- --- --- --- --- ---

C-2 [] 2 3/8",[email protected], [email protected],3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

R @ .20, C/E

3/8" 1.00 25.00 1.16 --- 29.00 --- --- --- ---

3/8" 1.00 25.00 --- 0.00 --- --- --- ---

LONGITUD TOTAL 528.08 26408.58 930.58 7331.08 8851.20 0.00PESO TOTAL POR TIPO DE F° (kg) 117.23 15316.98 921.27 11363.17 19826.69 0.00

PESO TOTAL (kg) 47545.35

Page 55: Sustento de Metrados - Estructura 2

5.06.03 ACERO DE REFUERZO fy=4200 kg/cm2 2705.01 KG

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

BLOQUE "A" R= 0.075

0.04 0.28

3/8" 4.00 8.00 2.29 --- 109.76 --- --- --- ---

3.58 X 2.050.20 @ 3/8" 4.00 13.00 3.43 --- 119.08 --- --- --- ---

2.05

3.43 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 40.68 --- --- --- ---

3.54 X 1.450.20 @ 3/8" 2.00 13.00 3.39 --- 43.94 --- --- --- ---

1.45

3.39 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 40.32 --- --- --- ---

3.51 X 1.450.20 @ 3/8" 2.00 13.00 3.36 --- 43.94 --- --- --- ---

1.45

3.36 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 18.60 --- --- --- ---

1.70 X 1.450.20 @ 3/8" 2.00 7.00 1.55 --- 23.66 --- --- --- ---

1.45

1.55 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 35.28 --- --- --- ---

3.09 X 1.450.20 @ 3/8" 2.00 11.00 2.94 --- 40.56 --- --- --- ---

1.45

2.94 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 35.64 --- --- --- ---

3.12 X 1.450.20 @ 3/8" 2.00 12.00 2.97 --- 40.56 --- --- --- ---

1.45

2.97 @ 0.28

BLOQUE "B" R= 0.075

0.04 0.28

3/8" 2.00 6.00 1.69 --- 46.56 --- --- --- ---

4.03 X 1.350.30 @ 3/8" 2.00 15.00 3.88 --- 50.70 --- --- --- ---

1.35

3.88 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.59 --- 24.24 --- --- --- ---

2.17 X 1.350.20 @ 3/8" 2.00 8.00 2.02 --- 25.44 --- --- --- ---

1.35

2.02 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.59 --- 17.82 --- --- --- ---

3.12 X 1.350.20 @ 3/8" 1.00 12.00 2.97 --- 19.08 --- --- --- ---

1.35

2.97 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.59 --- 46.20 --- --- --- ---

4.00 X 1.350.20 @ 3/8" 2.00 15.00 3.85 --- 47.70 --- --- --- ---

1.35

3.85 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 49.44 --- --- --- ---

4.27 X 1.350.30 @ 3/8" 2.00 16.00 4.12 --- 54.08 --- --- --- ---

1.35

4.12 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 62.52 --- --- --- ---

5.36 X 1.350.30 @ 3/8" 2.00 20.00 5.21 --- 67.60 --- --- --- ---

1.35

5.21 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 53.40 --- --- --- ---

4.60 X 1.350.30 @ 3/8" 2.00 17.00 4.45 --- 57.46 --- --- --- ---

1.35

4.45 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.69 --- 23.28 --- --- --- ---

N° ELEMEN. IGUALES

N° DE PIEZAS POR

ELEMENTO

Page 56: Sustento de Metrados - Estructura 2

0.28

3/8" 2.00 6.00 1.69 --- 23.28 --- --- --- ---

2.09 X 1.350.30 @ 3/8" 2.00 8.00 1.94 --- 27.04 --- --- --- ---

1.35

1.94 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.69 --- 41.10 --- --- --- ---

7.00 X 1.350.30 @ 3/8" 1.00 25.00 6.85 --- 42.25 --- --- --- ---

1.35

6.85 @ 0.28

Page 57: Sustento de Metrados - Estructura 2

BLOQUE "c" R= 0.075

0.04 0.28

3/8" 1.00 6.00 1.69 --- 29.34 --- --- --- ---

5.04 X 1.350.30 @ 3/8" 1.00 18.00 4.89 --- 30.42 --- --- --- ---

1.35

4.89 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 30.00 --- --- --- ---

5.15 X 1.450.30 @ 3/8" 1.00 19.00 5.00 --- 34.01 --- --- --- ---

1.45

5.00 @ 0.28

0.04 0.28

3/8" 8.00 6.00 1.69 --- 189.12 --- --- --- ---

4.09 X 1.350.30 @ 3/8" 8.00 15.00 3.94 --- 202.80 --- --- --- ---

1.35

3.94 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 41.88 --- --- --- ---

3.64 X 1.450.30 @ 3/8" 2.00 13.00 3.49 --- 46.54 --- --- --- ---

1.45

3.49 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 44.88 --- --- --- ---

3.89 X 1.450.30 @ 3/8" 2.00 14.00 3.74 --- 50.12 --- --- --- ---

1.45

3.74 @ 0.28

0.04 0.28

3/8" 12.00 6.00 1.79 --- 249.84 --- --- --- ---

3.62 X 1.450.30 @ 3/8" 12.00 13.00 3.47 --- 279.24 --- --- --- ---

1.45

3.47 @ 0.28

BLOQUE "D" R= 0.075

0.04 0.28

3/8" 8.00 6.00 1.79 --- 223.68 --- --- --- ---

4.81 X 1.450.30 @ 3/8" 8.00 18.00 4.66 --- 257.76 --- --- --- ---

1.45

4.66 @ 0.28

0.04 0.28

3/8" 4.00 6.00 1.79 --- 57.60 --- --- --- ---

2.55 X 1.450.30 @ 3/8" 4.00 10.00 2.40 --- 71.60 --- --- --- ---

1.45

2.40 @ 0.28

0.04 0.28

3/8" 12.00 6.00 1.79 --- 190.80 --- --- --- ---

2.80 X 1.450.30 @ 3/8" 12.00 10.00 2.65 --- 214.80 --- --- --- ---

1.45

2.65 @ 0.28

BLOQUE "E" R= 0.075

0.04 0.28

3/8" 4.00 6.00 1.79 --- 118.32 --- --- --- ---

5.08 X 1.450.30 @ 3/8" 4.00 19.00 4.93 --- 136.04 --- --- --- ---

1.45

4.93 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 28.56 --- --- --- ---

4.91 X 1.450.30 @ 3/8" 1.00 18.00 4.76 --- 32.22 --- --- --- ---

1.45

4.76 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 24.96 --- --- --- ---

4.31 X 1.450.30 @ 3/8" 1.00 16.00 4.16 --- 28.64 --- --- --- ---

1.45

4.16 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 12.30 --- --- --- ---

2.20 X 1.450.30 @ 3/8" 1.00 8.00 2.05 --- 14.32 --- --- --- ---

1.45

2.05 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 14.40 --- --- --- ---

2.55 X 1.450.30 @ 3/8" 1.00 10.00 2.40 --- 17.90 --- --- --- ---

Page 58: Sustento de Metrados - Estructura 2

2.55 X 1.45

1.45

3/8" 1.00 10.00 2.40 --- 17.90 --- --- --- ---

2.40 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 24.78 --- --- --- ---

4.28 X 1.450.30 @ 3/8" 1.00 16.00 4.13 --- 28.64 --- --- --- ---

Page 59: Sustento de Metrados - Estructura 2

4.28 X 1.45

1.45

3/8" 1.00 16.00 4.13 --- 28.64 --- --- --- ---

4.13 @ 0.28

0.04 0.28

3/8" 3.00 6.00 1.79 --- 76.50 --- --- --- ---

4.40 X 1.450.30 @ 3/8" 3.00 16.00 4.25 --- 85.92 --- --- --- ---

1.45

4.25 @ 0.28

0.04 0.28

3/8" 3.00 6.00 1.79 --- 53.10 --- --- --- ---

3.10 X 1.450.30 @ 3/8" 3.00 12.00 2.95 --- 64.44 --- --- --- ---

1.45

2.95 @ 0.28

EJE F

0.04 0.28

3/8" 3.00 6.00 1.79 --- 60.30 --- --- --- ---

3.50 X 1.450.30 @ 3/8" 3.00 13.00 3.35 --- 69.81 --- --- --- ---

1.45

3.35 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 26.40 --- --- --- ---

4.55 X 1.450.30 @ 3/8" 1.00 17.00 4.40 --- 30.43 --- --- --- ---

1.45

4.40 @ 0.28

0.04 0.28

3/8" 2.00 6.00 1.79 --- 34.20 --- --- --- ---

3.00 X 1.450.30 @ 3/8" 2.00 11.00 2.85 --- 39.38 --- --- --- ---

1.45

2.85 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 10.56 --- --- --- ---

1.91 X 1.450.30 @ 3/8" 1.00 7.00 1.76 --- 12.53 --- --- --- ---

1.45

1.76 @ 0.28

0.04 0.28

3/8" 1.00 6.00 1.79 --- 12.48 --- --- --- ---

2.23 X 1.450.30 @ 3/8" 1.00 8.00 2.08 --- 14.32 --- --- --- ---

1.45

2.08 @ 0.28

LONGITUD TOTAL 0.00 4663.81 0.00 0.00 0.00 0.00PESO TOTAL POR TIPO DE F° (kg) 0.00 2705.01 0.00 0.00 0.00 0.00

PESO TOTAL (kg) 2705.01

Page 60: Sustento de Metrados - Estructura 2

5.07.03 ACERO DE REFUERZO fy=4200 kg/cm2 #REF! KG

TIPO DETALLE Ø LONG.1/4" 3/8" 1/2" 5/8" 3/4" 1"

0.25 0.58 0.99 1.55 2.24 3.97

1ER PISO

BLOQUE A 0.04

V 1002.00 5.00 9.17 --- --- --- 91.70 --- ---

3.57 2.00 2.00 1.65 --- --- --- 6.60 --- ---2.00 2.00 2.40 --- --- --- 9.60 --- ---

0.25X0.50 2.00 2.00 8.97 --- --- --- 35.88 --- ---2.00 1.00 --- --- --- 0.00 --- ---2.00 1.00 --- --- --- 0.00 --- ---

0.50

0.25 3/8" 2.00 62.00 1.54 --- 190.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 2004.00 5.00 9.17 --- --- --- 183.40 --- ---4.00 4.00 2.85 --- --- --- --- 11.40 ---

7.80 4.00 2.00 8.97 --- --- --- 71.76 --- ---

0.25X0.50 4.00 2.00 4.90 --- --- --- --- 9.80 ---4.00 1.00 --- --- --- --- 0.00 ---4.00 1.00 --- --- --- 0.00 --- ---

0.25

0.50 3/8" 4.00 59.00 1.54 --- 363.44 --- --- --- ---

8.15 G= 0.10

ESTRIBOS Ø 3/8"

V 1014.00 4.00 19.67 --- --- --- 314.72 --- ---4.00 2.00 19.47 --- --- --- --- 38.94 ---

7.80 4.00 4.00 19.67 --- --- --- 314.72 --- ---

0.25X0.50 4.00 2.00 19.47 --- --- --- --- 38.94 ---4.00 1.00 --- --- --- 0.00 --- ---4.00 1.00 --- --- --- --- 0.00 ---

0.25

0.50 3/8" 4.00 109.00 1.54 --- 671.44 --- --- --- ---

8.15 G= 0.10

3/8" 4.00 109.00 1.54ESTRIBOS Ø 3/8"

BLOQUE B R= 0.040 M

0.35 8.57

0.35 5/8" 1.00 7.00 9.27 --- --- --- 64.89 --- ---V-100 2 Ø 1/2"

ACERO NEGATIVO5/8" 1.00 4.00 1.96 --- --- --- 7.84 --- ---25X50

5/8" 1.00 2.00 2.40 --- --- --- 4.80 --- ---

0.25

L= 8.65

0.50 3/8" 1.00 61.00 1.54 --- 93.94 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 8.57

0.35 1" 2.00 5.00 9.27 --- --- --- --- --- 92.70

2 Ø 1"

V-200 ACERO NEGATIVO5/8" 2.00 2.00 9.27 --- --- --- 37.08 --- ---

25X503/4" 2.00 4.00 2.91 --- --- --- --- 23.28 ---

3/4" 2.00 2.00 5.35 --- --- --- --- 21.40 ---0.25

L= 8.65

0.50 1/4" 2.00 63.00 1.54 194.04 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-300 0.35 8.92

0.35 5/8" 2.00 7.00 9.62 --- --- --- 134.68 --- ---

4 Ø 5/8"ACERO NEGATIVO

5/8" 2.00 7.00 8.22 --- --- --- 115.08 --- ---30X50

0.35 7.52

0.35 --- --- --- --- --- ---

3 Ø 5/8"ACERO POSITIVO

0.30

L= 9.00

0.60 1/4" 2.00 43.00 1.84 158.24 --- --- --- --- ---

L= 7.60 G= 0.10

1/4" 2.00 40.00 1.84 147.20 --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 16.10

0.35 5/8" 2.00 2.00 16.80 --- --- --- 67.20 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

16.10

-----------------------------------1/2" 2.00 2.00 16.10 --- --- 64.40 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 16.10

0.35 5/8" 2.00 2.00 16.80 --- --- --- 67.20 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 16.18

0.25 3/8" 2.00 81.00 1.54 --- 249.48 --- --- --- ---

G= 0.10

N° ELEMEN. IGUALES

N° DE PIEZAS POR ELEMEN.

5/8"5/8"5/8"5/8"5/8"5/8"

5/8"3/4"5/8"3/4"3/4"5/8"

5/8"3/4"5/8"3/4"5/8"3/4"

Page 61: Sustento de Metrados - Estructura 2

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 3.64

0.35 5/8" 1.00 2.00 4.34 --- --- --- 8.68 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

3.64

-----------------------------------1/2" 1.00 2.00 3.64 --- --- 7.28 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 3.64

0.35 5/8" 1.00 2.00 4.34 --- --- --- 8.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 3.72

0.25 3/8" 1.00 20.00 1.54 --- 30.80 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-201 0.35 5.64

0.35 1" 1.00 2.00 6.34 --- --- --- --- --- 12.68

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 1.00 4.00 2.96 --- --- --- --- 11.84 ---5.64

-----------------------------------5/8" 1.00 2.00 5.64 --- --- --- 11.28 --- ---

2.00 Ø 1/2"

3/4" 1.00 3.00 4.90 --- --- --- --- 14.70 ---0.25X0.50

0.35 5.64

0.35 1" 1.00 3.00 6.34 --- --- --- --- --- 19.02

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 5.72

0.25 3/8" 1.00 33.00 1.70 --- 56.10 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 9.70

0.50L= 11.74

3/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35 26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"

Page 62: Sustento de Metrados - Estructura 2

V-400ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00

3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---2.92

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE E R= 0.040 M

V-100 0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO POSITIVO

0.503/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

L= 19.55

0.25 3/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.25

0.25 3/8" 2.00 26.00 1.54 --- 80.08 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

Page 63: Sustento de Metrados - Estructura 2

V-101 0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 19.45

0.25 3/8" 2.00 112.00 1.54 --- 344.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 11.04

-----------------------------------1/2" 3.00 2.00 11.04 --- --- 66.24 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.12

0.25 1/4" 3.00 64.00 1.54 295.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 4.83

-----------------------------------1/2" 2.00 2.00 4.83 --- --- 19.32 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 1/4" 2.00 29.00 1.54 89.32 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO NEGATIVO

5.64

-----------------------------------1/2" 3.00 2.00 5.64 --- --- 33.84 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO POSITIVO

0.50

L= 5.72

0.25 1/4" 3.00 33.00 1.70 168.30 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-102 0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 3/8" 3.00 29.00 1.54 --- 133.98 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 11.04

0.35 5/8" 1.00 2.00 11.39 --- --- --- 22.78 --- ---

2.00 ØACERO NEGATIVO

5/8" 1.00 2.00 4.61 --- --- --- 9.22 --- ---3.92

5/8" 1.00 2.00 3.09 --- --- --- 6.18 --- ---11.04

-----------------------------------5/8" 1.00 2.00 11.04 --- --- --- 22.08 --- ---

2.00 Ø5.15

5/8" 1.00 2.00 5.15 --- --- --- 10.30 --- ---0.25X0.50

0.50 11.04

0.50 5/8" 1.00 2.00 12.04 --- --- --- 24.08 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 11.12

0.50L= 4.00

3/8" 1.00 49.00 1.70 --- 83.30 --- --- --- ---L= 2.48 G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE F R= 0.040 M

Page 64: Sustento de Metrados - Estructura 2

V 100L= 25.81 1/2" 2.00 6.00 26.41 --- --- 316.92 --- --- ---L= 22.37 1/2" 1.00 6.00 22.97 --- --- 137.82 --- --- ---L= 2.35 1/2" 1.00 6.00 2.95 --- --- 17.70 --- --- ---

.25X.40 --- --- --- --- --- ------ --- --- --- --- ---

0.401/4" 2.00 138.00 1.34 369.84 --- --- --- --- ---

0.25 1/4" 1.00 118.00 1.34 158.12 --- --- --- --- ---

G= 0.10

1/4" 1.00 19.00 1.34 25.46 --- --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 20.27 5/8" 3.00 8.00 20.97 --- --- --- 503.28 --- ------ --- --- --- --- ---

0.70

0.25X0.70

0.25 3/8" 3.00 102.00 1.94 --- 593.64 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 12.11 1/2" 4.00 6.00 12.81 --- --- 307.44 --- --- ------ --- --- --- --- ---

0.40

0.25X0.4

0.25 1/4" 4.00 63.00 1.50 378.00 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 6.51 1/2" 4.00 6.00 7.21 --- --- 173.04 --- --- ---L= 2.90 1/2" 4.00 6.00 3.60 --- --- 86.40 --- --- ---

0.40

0.25X0.40

0.25 1/4" 4.00 23.00 1.34 123.28 --- --- --- --- ---

G= 0.10

1/4" 4.00 17.00 1.34 91.12 --- --- --- --- ---ESTRIBOS Ø 1/2"

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 7.46 --- --- --- 44.77 --- ---L= 10.66 1.00 6.00 7.46 --- --- --- 44.77 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 8.37 --- --- --- 100.46 --- ---L= 22.46 2.00 6.00 15.72 --- --- --- 188.66 --- ---

.25X.50 L= 13.40 1.00 6.00 9.38 --- --- --- 56.28 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 7.46 --- --- --- --- --- 37.313/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

2DO PISOBLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

5/8"5/8"

5/8"5/8"5/8"

1"

Page 65: Sustento de Metrados - Estructura 2

0.30

2.00 Ø 5/8" 0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

ACERO POSITIVO--- --- --- --- --- ---

0.25

L= 9.70

0.50

L= 11.743/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---

L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35

26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00

3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---2.92

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

Page 66: Sustento de Metrados - Estructura 2

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE E R= 0.040 M

V-100 0.35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO NEGATIVO

0.25X0.500.

35 19.47

0.35 5/8" 2.00 6.00 20.17 --- --- --- 242.04 --- ---

6.00 Ø 5/8"ACERO POSITIVO

0.503/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

L= 19.55

0.25 3/8" 2.00 169.00 1.54 --- 520.52 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 4.17

0.35 5/8" 2.00 7.00 4.87 --- --- --- 68.18 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.25

0.25 3/8" 2.00 26.00 1.54 --- 80.08 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-101 0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 19.37

0.35 5/8" 2.00 7.00 20.07 --- --- --- 280.98 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 19.45

0.25 3/8" 2.00 112.00 1.54 --- 344.96 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 11.04

-----------------------------------1/2" 3.00 2.00 11.04 --- --- 66.24 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 11.04

0.35 1/2" 3.00 2.00 11.74 --- --- 70.44 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.12

0.25 1/4" 3.00 64.00 1.54 295.68 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO NEGATIVO

VR 4.83

-----------------------------------1/2" 2.00 2.00 4.83 --- --- 19.32 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 4.83

0.35 1/2" 2.00 2.00 5.53 --- --- 22.12 --- --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 1/4" 2.00 29.00 1.54 89.32 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-101 0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO NEGATIVO

5.64

-----------------------------------1/2" 3.00 2.00 5.64 --- --- 33.84 --- --- ---

2.00 Ø 1/2"

0.25X0.50

0.35 5.64

0.35 1/2" 3.00 2.00 6.34 --- --- 38.04 --- --- ---

2.00 Ø 1/2"ACERO POSITIVO

0.50

L= 5.72

0.25 1/4" 3.00 33.00 1.70 168.30 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 1, 1/4",[email protected], [email protected], R @ .20, C/E

V-102 0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

Page 67: Sustento de Metrados - Estructura 2

0.25X0.50

0.35 4.83

0.35 5/8" 3.00 3.00 5.53 --- --- --- 49.77 --- ---

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 4.91

0.25 3/8" 3.00 29.00 1.54 --- 133.98 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 11.04

0.35 5/8" 1.00 2.00 11.39 --- --- --- 22.78 --- ---

2.00 ØACERO NEGATIVO

5/8" 1.00 2.00 4.61 --- --- --- 9.22 --- ---3.92

5/8" 1.00 2.00 3.09 --- --- --- 6.18 --- ---11.04

-----------------------------------5/8" 1.00 2.00 11.04 --- --- --- 22.08 --- ---

2.00 Ø5.15

5/8" 1.00 2.00 5.15 --- --- --- 10.30 --- ---0.25X0.50

0.50 11.04

0.50 5/8" 1.00 2.00 12.04 --- --- --- 24.08 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 11.12

0.50

L= 4.003/8" 1.00 49.00 1.70 --- 83.30 --- --- --- ---

L= 2.48 G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE F R= 0.040 M

V SOPORTEL= 25.81 3/8" 2.00 18.00 26.41 --- 950.76 --- --- --- ---L= 22.37 3/8" 2.00 18.00 22.97 --- 826.92 --- --- --- ---

--- --- --- --- --- ------ --- --- --- --- ------ --- --- --- --- ---

3/8" 2.00 138.00 1.56 --- 430.56 --- --- --- ---

3/8" 2.00 118.00 1.34 --- 316.24 --- --- --- ---G= 0.10

--- --- --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 20.27 5/8" 1.00 8.00 20.97 --- --- --- 167.76 --- ------ --- --- --- --- ---

0.70

0.25X0.70

0.25 3/8" 3.00 102.00 1.94 --- 593.64 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 100--- --- --- --- --- ---

L= 12.11 1/2" 2.00 6.00 12.81 --- --- 153.72 --- --- ------ --- --- --- --- ---

0.40

0.25X0.4

0.25 1/4" 4.00 63.00 1.50 378.00 --- --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 12.66 --- --- --- 151.92 --- ---L= 22.46 2.00 6.00 23.16 --- --- --- 277.92 --- ---

.25X.50 L= 13.40 1.00 6.00 14.10 --- --- --- 84.60 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 11.36 --- --- --- --- --- 56.803/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 300--- --- --- --- --- ---

L= 11.96 4.00 6.00 12.66 --- --- --- --- --- 75.96L= 11.96 3/4 4.00 4.00 11.88 --- --- --- --- --- ---L= 9.26 3/4 4.00 2.00 9.18

1.00

0.35 3/8" 4.00 66.00 2.90 --- 765.60 --- --- --- ---

G= 0.10

5/8"5/8"

5/8"5/8"5/8"

1"

1"

Page 68: Sustento de Metrados - Estructura 2

ESTRIBOS Ø 3/8"

3ER PISOBLOQUE C R= 0.040 M

V-100 0.35 11.66

0.35 1" 3.00 2.00 12.36 --- --- --- --- --- 74.16

2.00 Ø 5/8"ACERO NEGATIVO

3/4" 3.00 2.00 5.06 --- --- --- --- 30.36 ---11.66

5/8" 3.00 3.00 5.06 --- --- --- 45.54 --- ---

-----------------------------------3/4" 3.00 2.00 2.76 --- --- --- --- 16.56 ---

2.00 Ø 1/2"9.42

5/8" 3.00 2.00 9.42 --- --- --- 56.52 --- ---0.35X0.80

0.50 9.42

0.50 1" 3.00 3.00 10.42 --- --- --- --- --- 93.78

2.00 Ø 5/8"ACERO POSITIVO

3/4" 3.00 2.00 5.85 --- --- --- --- 35.10 ---0.35

L= 11.74

0.80L= 11.74

3/8" 3.00 56.00 2.50 --- 420.00 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 3.00 28.00 1.14 --- 95.76 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-200 0.35 9.62

0.35 5/8" 4.00 2.00 10.32 --- --- --- 82.56 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

5/8" 4.00 4.00 5.06 --- --- --- 80.96 --- ---11.66

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---

-----------------------------------5/8" 4.00 1.00 1.96 --- --- --- 7.84 --- ---

2.00 Ø 1/2"9.42

1/2" 4.00 2.00 9.42 --- --- 75.36 --- --- ---0.25X0.50

0.30 9.42

0.30 5/8" 4.00 3.00 10.02 --- --- --- 120.24 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 9.70

0.50L= 11.74

3/8" 4.00 112.00 1.70 --- 761.60 --- --- --- ---L= 9.50 G= 0.10

L= 9.503/8" 4.00 28.00 0.94 --- 105.28 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

V-300 0.35 35.07

0.35 5/8" 2.00 4.00 35.77 --- --- --- 286.16 --- ---

2.00 Ø 5/8"

5/8" 0.00 2.00 2.95 --- --- --- 0.00 --- ---

0.35 26.39

0.35 5/8" 1.00 4.00 27.09 --- --- --- 108.36 --- ---

2.00 Ø 5/8"4.45

0.25X0.40

0.35 4.45

0.35 5/8" 1.00 3.00 5.15 --- --- --- 15.45 --- ---

2.00 Ø 5/8"

0.25

L= 35.15

0.40L= 26.47

3/8" 2.00 184.00 1.34 --- 493.12 --- --- --- ---L= 4.53 G= 0.10

3/8" 1.00 138.00 1.34 --- 184.92 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 1.00 23.00 1.34 --- 30.82 --- --- --- --- R @ .20, C/E

V-400 0.35 11.66

0.35 5/8" 2.00 7.00 12.36 --- --- --- 173.04 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.50

0.35 11.66

0.35

2.00 Ø 5/8"ACERO POSITIVO

0.50

L= 11.74

0.25 3/8" 2.00 122.00 1.54 --- 375.76 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected], R @ .20, C/E

BLOQUE D R= 0.040 M

V-100 0.35 13.39

0.35 1" 5.00 2.00 14.09 --- --- --- --- --- 140.90

2.00 ØACERO NEGATIVO

3/4" 5.00 2.00 5.21 --- --- --- --- 52.10 ---2.92

5/8" 5.00 3.00 5.11 --- --- --- 76.65 --- ---10.64

-----------------------------------1" 5.00 2.00 2.86 --- --- --- --- --- 28.60

2.00 Ø10.64

3/4" 5.00 2.00 10.64 --- --- --- --- 106.40 ---0.35X0.90

0.50 10.64

0.50 1" 5.00 3.00 11.64 --- --- --- --- --- 174.60

2.00 Ø 5/8"ACERO POSITIVO

3/4" 5.00 2.00 7.42 --- --- --- --- 74.20 ---0.35

L= 13.47

0.90L= 3.00 3/8" 5.00 64.00 2.70 --- 864.00 --- --- --- ---

L= 10.72 G= 0.10

3/8" 5.00 24.00 1.14 --- 136.80 --- --- --- ---ESTRIBOS Ø 3/8"

[] 1, 3/8",[email protected],[email protected], R @ .20, C/E

V-200 0.35 13.39

0.35 5/8" 4.00 2.00 10.99 --- --- --- 87.92 --- ---

2.00 ØACERO NEGATIVO

5/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---

Page 69: Sustento de Metrados - Estructura 2

2.925/8" 4.00 4.00 3.41 --- --- --- 54.56 --- ---

5/8" 4.00 2.00 2.95 --- --- --- 23.60 --- ---10.64

-----------------------------------5/8" 4.00 1.00 2.06 --- --- --- 8.24 --- ---

2.00 Ø10.64

1/2" 4.00 2.00 10.64 --- --- 85.12 --- --- ---0.25X0.50

0.50 10.64

0.50 5/8" 4.00 3.00 11.64 --- --- --- 139.68 --- ---

2.00 Ø 5/8"ACERO POSITIVO

--- --- --- --- --- ---0.25

L= 13.47

0.50L= 3.00

3/8" 4.00 32.00 1.54 --- 197.12 --- --- --- ---L= 10.72 G= 0.10

3/8" 4.00 21.00 0.94 --- 78.96 --- --- --- ---ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 4.00 32.00 1.54 R @ .20, C/E

V-300 0.35 28.63

0.35 5/8" 3.00 4.00 29.33 --- --- --- 351.96 --- ---

2.00 Ø 5/8"ACERO NEGATIVO

0.25X0.403/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ACERO POSITIVO3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

L= 3.25 0.40

L= 3.20

0.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.20L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25L= 3.25

3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---L= 3.25 G= 0.10

L= 3.253/8" 3.00 36.00 1.34 --- 144.72 --- --- --- ---

ESTRIBOS Ø 3/8"

[] 3, 3/8",[email protected], [email protected],3/8" 3.00 36.00 1.34 --- 144.72 --- --- --- --- R @ .20, C/E

BLOQUE G R= 0.040 M

V 100--- --- --- --- --- ---

L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---L= 10.66 1.00 6.00 11.36 --- --- --- 68.16 --- ---

.30X.60

0.603/8" 1.00 58.00 1.84 --- 106.72 --- --- --- ---

0.30 3/8" 1.00 55.00 1.84 --- 101.20 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

V 101--- --- --- --- --- ---

L= 11.96 2.00 6.00 12.66 --- --- --- 151.92 --- ---L= 22.46 2.00 6.00 23.16 --- --- --- 277.92 --- ---

.25X.50 L= 13.40 1.00 6.00 14.10 --- --- --- 84.60 --- ---

0.50

3/8" 2.00 60.00 1.54 --- 184.80 --- --- --- ---

0.25 3/8" 2.00 119.00 1.54 --- 366.52 --- --- --- ---

G= 0.10

3/8" 1.00 72.00 1.54 --- 110.88 --- --- --- ---ESTRIBOS Ø 3/8"

V 200--- --- --- --- --- ---

L= 10.66 2.00 5.00 11.36 --- --- --- --- --- 56.803/4 2.00 2.00 10.58 --- --- --- --- --- ---

0.85

.35X.85

0.35 3/8" 2.00 84.00 2.44 --- 409.92 --- --- --- ---

G= 0.10

ESTRIBOS Ø 3/8"

LONGITUD TOTAL 3129.90 28046.06 2507.36 11945.10 1114.46 1887.39PESO TOTAL POR TIPO DE F° (kg) 782.48 16266.71 2482.29 18514.91 2496.39 7492.94

PESO TOTAL (kg) 48035.71

5/8"5/8"

5/8"5/8"5/8"

1"