computos de estructura edificio cronenbold

PROYECTO: EDIFICIO CRONENBOLD

PLANILLA DE FIERRO

ELEMENTO ESTRUCTURAL:COLUMNAS, VIGAS, LOSAS, TANQUES.

DESCRICCION 6 8 10 12 16 20 25 Vol.HFUNDACIONES

NUMERO DE BARRAS CABEZALES Y PILOTES>> 432 2 154 412 70 95.94NUMERO DE BARRAS MURO DE CONTENCION >> 227 609 46 47.69NUMERO DE BARRAS VIGAS DE ARRIOSTRE>> 49 42 7.56NUMERO DE BARRAS FOSA ASCENSOR >> 18 21 2.02NUMERO DE BARRAS ESCALERAS>> 32 20 75 7.77NUMERO DE BARRAS TANQUE INFERIOR>> 19 40 61 3 5.29NUMERO DE BARRAS TANQUE SUPERIOR>> 33 45 43 6.02NUMERO DE BARRAS TOTAL >> 534 383 963 461 112 172.29PESO DE FIERRO EN FUNDACIONES (Kg.) >> 1410 1838 7165 4923 2124 17459.88

NIVEL 1

NUMERO DE BARRAS LOSA PLANTA BAJA >> 171 11 17 17.46

NUMERO DE BARRAS COLUMNAS NIVEL 1 >> 110 5 45 61 6 10.48

NUMERO DE BARRAS VIGAS PLANTA BAJA >> 151 132 6 30 80 55 20 30.00

NUMERO DE BARRAS TOTAL >> 432 148 23 30 125 116 26 57.94PESO DE FIERRO EN NIVEL 1 (Kg.) >> 1140 710 171 320 2370 3438 1201 9351.84

NIVEL 2

NUMERO DE BARRAS LOSAS PRIMER PISO >> 192 16.46

NUMERO DE BARRAS COLUMNAS NIVEL 2 >> 81 3 6 14 26 36 4 7.21

NUMERO DE BARRAS VIGAS PRIMER PISO >> 171 66 58 54 32 24 3 18.85


NIVEL 3

NUMERO DE BARRAS LOSAS SEGUNDO PISO >> 187 16.22

NUMERO DE BARRAS COLUMNAS NIVEL 3 >> 74 3 9 23 29 9 2 5.87

NUMERO DE BARRAS VIGAS SEGUNDO PISO >> 152 28 61 48 8 9.64


NIVEL 4

NUMERO DE BARRAS LOSAS TERCER PISO >> 169 14.90

NUMERO DE BARRAS COLUMNAS NIVEL 4 >> 76 14 34 20 3 5.76

NUMERO DE BARRAS VIGAS TERCER PISO >> 151 25 73 49 2 9.67

NUMERO DE BARRAS TOTAL >> 396 25 87 83 22 3 30.32PESO DE FIERRO EN NIVEL 4 (Kg.) >> 1045 120 647 886 417 89 3205.20

NIVEL 5

NUMERO DE BARRAS LOSAS CUARTO PISO >> 168 14.75

NUMERO DE BARRAS COLUMNAS NIVEL 5 >> 76 14 34 22 5.76

NUMERO DE BARRAS VIGAS CUARTO PISO >> 170 30 68 62 1 10.65

NUMERO DE BARRAS TOTAL >> 414 30 82 96 23 31.16PESO DE FIERRO EN NIVEL 5 (Kg.) >> 1093 144 610 1025 436 3308.40

NIVEL 6

NUMERO DE BARRAS LOSA DE CUBIERTA >> 75 6.60

NUMERO DE BARRAS COLUMNAS NIVEL 6 >> 45 20 22 3.08

NUMERO DE BARRAS VIGAS DE CUBIERTA >> 62 13 34 7 7 4.10

NUMERO DE BARRAS TOTAL >> 182 13 54 29 7 13.78

RESUMEN

ELEMENTO ESTRUCTURAL:COLUMNAS, VIGAS, LOSAS, TANQUES.

DESCRICCION 6 8 10 12 16 20 25 Vol.HPESO DE FIERRO EN NIVEL 6 (Kg.) >> 480 62 402 310 133 1387.08

NIVEL 7-8

NUMERO DE BARRAS LOSA DE ASC. - TANQUE >> 32 7 1.85

NUMERO DE BARRAS COLUMNAS NIVEL 7-8 >> 14 4 9 1.03

NUMERO DE BARRAS VIGAS DE ASC. - TANQUE >> 18 4 11 5 2 1.32

NUMERO DE BARRAS TOTAL >> 32 36 22 14 2 4.20PESO DE FIERRO EN NIVEL 7-8 (Kg.) >> 84 173 164 150 38 608.40

TOTAL DE BARRAS 2847 735 1365 852 386 188 35

PESO TOTAL DE FIERRO>> 7516.08 3528.0 10155.6 9099.4 7318.6 5572.3 1617.0 44807

VOLUMEN TOTAL DE HORMIGN A UTILIZARSE (M3) >> 384

OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


PLANILLA DE FIERRO

ELEMENTO ESTRUCTURAL: CIMENTACION, MUROS DE H ,ESCALERA Y TANQUESDESCRIPCION POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.HCABEZALESCAB-1P 35 P1 2.7 4 1 4 10 10.8 7.37

P2 1.55 8 1 8 10 12.4 8.46P3 3.4 4 1 4 8 13.6 5.98 0.36

CAB-2P 35 P1 2.4 7 1 7 16 16.8 29.20P2 2.4 5 1 5 12 12.0 11.75P3 2.7 13 1 13 10 35.1 23.94P4 5.1 4 1 4 10 20.4 13.91 0.81

CAB-3P 35 P1 2.2 8 9 72 16 158.4 275.30P2 2.1 4 9 36 16 75.6 131.39P3 2.2 8 9 72 12 158.4 155.07P4 2.1 4 9 36 12 75.6 74.01P5 4.85 12 9 108 10 523.8 357.23P6 5.1 12 9 108 10 550.8 375.65P7 5.94 4 9 36 10 213.8 145.84 14.85

CAB-1P 35 MED. P1 3.1 5 6 30 12 93.0 91.05P2 2.9 5 6 30 12 87.0 85.17P3 3.6 4 6 24 16 86.4 150.16 2.88

CAB-2P 35 MED. P1 2.7 9 5 45 16 121.5 211.17P2 2.7 5 5 25 10 67.5 46.04P3 1.75 10 5 50 12 87.5 85.66P4 1.75 14 5 70 16 122.5 212.91P5 5.7 4 5 20 10 114.0 77.75 6.75

CAB-1P 40 MED. P1 3.2 6 4 24 12 76.8 75.19P2 3 6 4 24 12 72.0 70.49P3 3.8 4 4 16 16 60.8 105.67 2.16

CAB-2P 40 MED. P1 3 9 1 9 16 27.0 46.93P2 3 5 1 5 10 15.0 10.23P3 1.95 14 1 14 16 27.3 47.45P4 1.95 10 1 10 12 19.5 19.09P5 5.9 5 1 5 10 29.5 20.12 1.71

CAB-4P 40 P1 3.12 20 1 20 16 62.4 108.45P2 3.12 20 1 20 12 62.4 61.09P3 3.12 4 1 4 12 12.5 12.22P4 3.12 4 1 4 10 12.5 8.51P5 3.12 10 1 10 10 31.2 21.28P6 3.12 10 1 10 12 31.2 30.54P7 8 5 1 5 10 40.0 27.28 3.80P1 11 6 46 276 12 3036.0 2972.24P2 1.1 74 46 3404 6 3744.4 906.14 48.76P3 11 6 10 60 12 660.0 646.14P4 1.3 74 10 740 6 962 232.80 13.86

VIGAS DE ARRIOSTREVIGA SECCION A-A P1 1 3 75.6 226.8 16 226.8 394.18

P2 1 3 75.6 226.8 16 226.8 394.18P3 1.4 5 75.6 378 8 529.2 232.85 7.56

MURO DE CONTENCIONTIPO 1 P1 1.33 10 82.22 822.2 10 1093.5 745.78TIPO 1 P2 1.74 10 82.22 822.2 10 1430.6 975.69TIPO 1 P3 1 4 82.22 328.9 12 328.9 321.97TIPO 1 P4 1 8 82.22 657.8 8 657.8 289.41TIPO 1 P5 1 22 82.22 1809 8 1808.8 795.89TIPO 1 P6 5 10 82.22 822.2 10 4111.0 2803.70TIPO 1 P7 1 2 82.22 164.4 12 164.4 160.99 47.69

ESCALERASP1 1.5 6 1 6 10 9.0 6.14P2 1.8 5 1 5 8 9.0 3.96P3 0.85 10 1 10 10 8.5 5.80P4 3.85 10 1 10 10 38.5 26.26P5 0.9 10 1 10 10 9.0 6.14P6 1.2 29 1 29 6 34.8 8.42P7 2.2 18 1 18 6 39.6 9.58P8 2 10 1 10 10 20.0 13.64P9 5.3 10 1 10 10 53.0 36.15

P10 1.2 24 1 24 6 28.8 6.97 1.33ESCALERA TIPO P1 4.46 12 4 48 10 214.1 146.00

P2 1.45 12 4 48 10 69.6 47.47P3 2.55 12 4 48 10 122.4 83.48P4 1.3 25 4 100 6 130 31.46P5 2.85 18 4 72 8 205.2 90.29P6 5.5 12 4 48 10 264.0 180.05P7 1.3 22 4 88 6 114.4 27.68 6.44

PILOTE SIMPLE D=35 L=11 mt

PILOTE SIMPLE D=40 L=11 mt

ESCALERA DE SUBSUELO


PLANILLA DE FIERRO

ELEMENTO ESTRUCTURAL: CIMENTACION, MUROS DE H ,ESCALERA Y TANQUESDESCRIPCION POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H

FOSA ASCENSORP1 2.2 16 1 16 10 35.2 24.01P2 1.9 18 1 18 10 34.2 23.32P3 2.2 4 1 4 10 8.8 6.00P4 1.9 4 1 4 10 7.6 5.18P5 2.2 40 1 40 6 88 21.30P6 1.9 40 1 40 6 76 18.39P7 4.1 33 1 33 10 135.3 92.27P8 0.9 33 1 33 6 29.7 7.19 2.02

TANQUESINFERIOR P1 4.15 22 1 22 10 91.3 62.27INFERIOR P2 2.5 44 1 44 10 110.0 75.02INFERIOR P3 4.1 93 1 93 10 381.3 260.05INFERIOR P4 4.1 18 1 18 10 73.8 50.33INFERIOR P5 2.4 48 1 48 8 115.2 50.69INFERIOR P6 3.75 32 1 32 8 120.0 52.80INFERIOR P7 1.15 176 1 176 6 202.4 48.98INFERIOR P8 3.55 28 1 28 8 99.4 43.74INFERIOR P9 2.4 42 1 42 8 100.8 44.35INFERIOR P10 2.5 6 1 6 12 15.0 14.69INFERIOR P11 3.85 4 1 4 12 15.4 15.08 5.29SUPERIOR P1 4.1 85 1 85 10 348.5 237.68SUPERIOR P2 4.35 19 1 19 10 82.7 56.37SUPERIOR P3 3.8 38 1 38 8 144.4 63.54SUPERIOR P4 3 52 1 52 8 156.0 68.64SUPERIOR P5 3.2 60 1 60 6 192 46.46SUPERIOR P6 3.2 6 1 6 10 19.2 13.09SUPERIOR P7 4 40 1 40 6 160 38.72SUPERIOR P8 4 4 1 4 10 16.0 10.91SUPERIOR P9 4.9 14 1 14 8 68.6 30.18SUPERIOR P10 1.5 14 1 14 8 21.0 9.24SUPERIOR P11 3 30 1 30 8 90.0 39.60 6.02

LONGITUD TOTAL DE BARRAS CABEZALES Y PILOTES>> 5177 14.96 1844.5 4932.268 834.57LONGITUD TOTAL DE BARRAS MURO DE CONTENCION >> 2713.26 7298.7 542.652LONGITUD TOTAL DE BARRAS FOSA DE ASCENSOR >> 213.07 243.21LONGITUD TOTAL DE BARRAS VIGAS DE ARRIOSTRE >> 582.12 498.96LONGITUD TOTAL DE BARRAS ESCALERAS >> 382.36 235.62 888.89LONGITUD TOTAL DE BARRAS TANQUE INFERIOR >> 222.64 478.94 722.04 33.44LONGITUD TOTAL DE BARRAS TANQUE SUPERIOR >> 387.2 528 512.99LONGITUD TOTAL DE BARRAS >> 6382.3 4552.9 11510 5508.36 1333.5# DE BARRAS (10%DE PERDIDA) CABEZALES Y PILOTES>> 432 2 154 412 70# DE BARRAS (10%DE PERDIDA) MURO DE CONTENCION >> 227 609 46# DE BARRAS (10%DE PERDIDA) FOSA DE ASCENSOR >> 18 21# DE BARRAS (10%DE PERDIDA) VIGA DE ARRIOESTRE>> 49 42# DE BARRAS (10%DE PERDIDA) ESCALERAS>> 32 20 75# DE BARRAS (10%DE PERDIDA) TANQUE INFERIOR>> 19 40 61 3# DE BARRAS (10%DE PERDIDA) TANQUE SUPERIOR>> 33 45 43NUMERO DE BARRAS TOTAL >> 534 383 963 461 112PESO TOTAL DE FIERRO kg.>> 1409.8 1838.4 7164.7 4923.5 2123.5 17460VOLUMEN DE HORMIGON CABEZALES Y PILOTES (M3) >> 95.94VOLUMEN DE HORMIGON EN MURO DE CONTENCION (M3) >> 47.69VOLUMEN DE HORMIGON FOSA ASCENSOR (M3) >> 2.02VOLUMEN DE HORMIGON VIGAS DE ARRIOSTRE (M3) >> 7.56VOLUMEN DE HORMIGON ESCALERAS (M3) >> 7.77VOLUMEN DE HORMIGON TANQUE INFERIOR (M3) >> 5.29VOLUMEN DE HORMIGON TANQUE SUPERIOR (M3) >> 6.02VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 172.29OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA

FOSA ASCENSOR

PROYECTO: EDIFICIO CRONENBOLDPLANILLA DE FIERRO

ELEMENTO ESTRUCTURAL: COLUMNASCOLUMNAS POSICIN Longitud N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H

De SubSuelo a Planta Baja (Nivel 1):T1 P1 6 6 7 42 16 252.0 437.98 2.41

P2 1.2 29 7 203 6 243.6 58.95P3 0.3 29 7 203 6 60.9 14.74

T3 P1 6 6 5 30 20 180.0 495.00 2.15P2 1.3 29 5 145 6 188.5 45.62P3 0.35 29 5 145 6 50.75 12.28

T4 P1 6 6 5 30 16 180.0 312.84 1.30P2 1.1 29 5 145 6 159.5 38.60P3 0.25 29 5 145 6 36.25 8.77

T5 P1 6 10 4 40 20 240.0 660.00 1.38P2 1.2 29 4 116 6 139.2 33.69

T7 P1 6 8 1 8 16 48.0 83.42 0.54P2 1.5 29 1 29 6 43.5 10.53P3 0.35 58 1 58 6 20.3 4.91

T8 P1 6 10 1 10 25 60.0 254.10 0.65P2 1.7 29 1 29 8 49.3 21.69P3 0.35 58 1 58 6 20.3 4.91

T10 P1 6 8 3 24 20 144.0 396.00 1.03P2 1.2 29 3 87 6 104.4 25.26P3 0.3 29 3 87 6 26.1 6.32

T11 P1 6 8 2 16 20 96.0 264.00 1.03P2 1.4 29 2 58 6 81.2 19.65P3 0.4 29 2 58 6 23.2 5.61

De Planta Baja a Primer Piso (Nivel 2)T1 P1 4 6 4 24 16 96.0 166.85 0.91

P2 1.2 19 4 76 6 91.2 22.07P3 0.3 19 4 76 6 22.8 5.52

T2 P1 4 4 7 28 12 112.0 109.65 1.20P2 4 2 7 14 10 56.0 38.19P3 1.1 19 7 133 6 146.3 35.40P4 0.25 19 7 133 6 33.25 8.05

T4 P1 4 6 7 42 16 168.0 291.98 1.20P2 1.1 19 7 133 6 146.3 35.40P3 0.25 19 7 133 6 33.25 8.05

T5 P1 4 10 4 40 20 160.0 440.00 0.91P2 1.2 19 4 76 6 91.2 22.07

T8 P1 4 10 1 10 25 40.0 169.40 0.43P2 1.7 19 1 19 8 32.3 14.21P3 0.35 38 1 38 6 13.3 3.22

T10 P1 4 8 3 24 20 96.0 264.00 0.68P2 1.2 19 3 57 6 68.4 16.55P3 0.3 19 3 57 6 17.1 4.14

T11 P1 4 8 2 16 20 64.0 176.00 0.68P2 1.4 19 2 38 6 53.2 12.87P3 0.4 19 2 38 6 15.2 3.68

T14 P1 4 6 3 18 20 72.0 198.00 0.68P2 1.2 19 3 57 6 68.4 16.55P3 0.3 19 3 57 6 17.1 4.14

T15 P1 4 4 1 4 16 16.0 27.81 0.17P2 1.2 19 1 19 6 22.8 5.52

T16 P1 4 4 2 8 12 32.0 31.33 0.34P2 1.1 19 2 38 6 41.8 10.12

De Primer Piso al Segundo Piso (Nivel 3)T1 P1 4 6 1 6 16 24.0 41.71 0.23

P2 1.2 19 1 19 6 22.8 5.52P3 0.3 19 1 19 6 5.7 1.38

T2 P1 4 4 12 48 12 192.0 187.97 2.05P2 4 2 12 24 10 96.0 65.47P3 1.1 19 12 228 6 250.8 60.69P4 0.25 19 12 228 6 57 13.79



T4 P1 4 6 11 66 16 264.0 458.83 1.88P2 1.1 19 11 209 6 229.9 55.64P3 0.25 19 11 209 6 52.25 12.64

T9 P1 4 4 1 4 25 16.0 67.76 0.29P2 4 4 1 4 20 16.0 44.00P3 1.4 19 1 19 8 26.6 11.70P4 0.3 38 1 38 6 11.4 2.76

T11 P1 4 8 1 8 20 32.0 88.00 0.34P2 1.4 19 1 19 6 26.6 6.44P3 0.4 19 1 19 6 7.6 1.84

T14 P1 4 6 1 6 20 24.0 66.00 0.23P2 1.2 19 1 19 6 22.8 5.52P3 0.3 19 1 19 6 5.7 1.38

T15 P1 4 4 1 4 16 16.0 27.81 0.17P2 1.2 19 1 19 6 22.8 5.52

T16 P1 4 4 3 12 12 48.0 46.99 0.51P2 1.1 19 3 57 6 62.7 15.17

T18 P1 4 4 1 4 20 16.0 44.00 0.17P2 4 2 1 2 16 8.0 13.90P3 1.1 19 1 19 6 20.9 5.06P4 0.25 19 1 19 6 4.75 1.15

De Segundo Piso al Tercer Piso (Nivel 4)T1 P1 4 6 1 6 16 24.0 41.71 0.23

P2 1.2 19 1 19 6 22.8 5.52P3 0.3 19 1 19 6 5.7 1.38

T2 P1 4 4 19 76 12 304.0 297.62 3.25P2 4 2 19 38 10 152.0 103.66P3 1.1 19 19 361 6 397.1 96.10P4 0.25 19 19 361 6 90.25 21.84

T4 P1 4 6 7 42 16 168.0 291.98 1.20P2 1.1 19 7 133 6 146.3 35.40P3 0.25 19 7 133 6 33.25 8.05

T10 P1 4 8 1 8 20 32.0 88.00 0.23P2 1.2 19 1 19 6 22.8 5.52P3 0.3 19 1 19 6 5.7 1.38

T12 P1 4 4 1 4 16 16.0 27.81 0.34P2 4 4 1 4 12 16.0 15.66P3 1.4 19 1 19 6 26.6 6.44P4 0.4 19 1 19 6 7.6 1.84

T16 P1 4 4 3 12 12 48.0 46.99 0.51P2 1.1 19 3 57 6 62.7 15.17

De Tercer Piso al Cuarto Piso (Nivel 5)T1 P1 4 6 2 12 16 48.0 83.42 0.46

P2 1.2 19 2 38 6 45.6 11.04P3 0.3 19 2 38 6 11.4 2.76

T2 P1 4 4 19 76 12 304.0 297.62 3.25P2 4 2 19 38 10 152.0 103.66P3 1.1 19 19 361 6 397.1 96.10P4 0.25 19 19 361 6 90.25 21.84

T4 P1 4 6 7 42 16 168.0 291.98 1.20P2 1.1 19 7 133 6 146.3 35.40P3 0.25 19 7 133 6 33.25 8.05

T12 P1 4 4 1 4 16 16.0 27.81 0.34P2 4 4 1 4 12 16.0 15.66P3 1.4 19 1 19 6 26.6 6.44P4 0.4 19 1 19 6 7.6 1.84

T16 P1 4 4 3 12 12 48.0 46.99 0.51P2 1.1 19 3 57 6 62.7 15.17

De Cuarto Piso a Cubierta (Nivel 6)T2 P1 4 4 9 36 12 144.0 140.98 1.54

P2 4 2 9 18 10 72.0 49.10



P3 1.1 19 9 171 6 188.1 45.52P4 0.25 19 9 171 6 42.75 10.35

T6 P1 4 6 6 36 10 144.0 98.21 0.82P2 1.05 19 6 114 6 119.7 28.97P3 0.22 19 6 114 6 25.08 6.07

T13 P1 4 6 1 6 12 24.0 23.50 0.14P2 1.05 19 1 19 6 19.95 4.83P3 0.22 19 1 19 6 4.18 1.01

T16 P1 4 4 1 4 12 16.0 15.66 0.17P2 1.1 19 1 19 6 20.9 5.06

T17 P1 4 4 3 12 12 48.0 46.99 0.41P2 1.05 19 3 57 6 59.85 14.48

De Cubierta a Tanque de Agua (Nivel 7-8)T2 P1 4 4 5 20 12 80.0 78.32 0.86

P2 4 2 5 10 10 40.0 27.28P3 1.1 19 5 95 6 104.5 25.29P4 0.25 19 5 95 6 23.75 5.75

T16 P1 4 4 1 4 12 16.0 15.66 0.17P2 1.1 19 1 19 6 20.9 5.06

LONGITUD DE BARRAS COLUMNAS N 1 >> 1317.5 54.2 528.0 726.0 66.0LONGITUD DE BARRAS COLUMNAS N 2 >> 969.8 35.5 61.6 158.4 308.0 431.2 44.0LONGITUD DE BARRAS COLUMNAS N 3 >> 884.1 29.3 105.6 264.0 343.2 96.8 17.6LONGITUD DE BARRAS COLUMNAS N 4 >> 902.9 167.2 404.8 228.8 35.2LONGITUD DE BARRAS COLUMNAS N 5 >> 902.9 167.2 404.8 255.2LONGITUD DE BARRAS COLUMNAS N 6 >> 528.6 237.6 255.2LONGITUD DE BARRAS COLUMNAS N 7 y 8 >> 164.1 44.0 105.6NUMERO DE BARRAS COLUMNAS N 1 >> 110 5 45 61 6NUMERO DE BARRAS COLUMNAS N 2 >> 81 3 6 14 26 36 4NUMERO DE BARRAS COLUMNAS N 3 >> 74 3 9 23 29 9 2NUMERO DE BARRAS COLUMNAS N 4 >> 76 14 34 20 3NUMERO DE BARRAS COLUMNAS N 5 >> 76 14 34 22NUMERO DE BARRAS COLUMNAS N 6 >> 45 20 22NUMERO DE BARRAS COLUMNAS N 7 y 8 >> 14 4 9TOTAL DE BARRAS 476 11 67 136 142 109 12PESO TOTAL DE FIERRO>> 1256.6 52.8 498.5 1452.5 2692.3 3230.8 554.4 9737.88VOLUMEN DE HORMIGN COLUMNAS N 1 (M3) >> 10.48VOLUMEN DE HORMIGN COLUMNAS N 2 (M3) >> 7.21VOLUMEN DE HORMIGN COLUMNAS N 3 (M3) >> 5.87VOLUMEN DE HORMIGN COLUMNAS N 4 (M3) >> 5.76VOLUMEN DE HORMIGN COLUMNAS N 5 (M3) >> 5.76VOLUMEN DE HORMIGN COLUMNAS N 6 (M3) >> 3.08VOLUMEN DE HORMIGN COLUMNAS N 7 y 8 (M3) >> 1.03VOLUMEN TOTAL DE HORMIGN A UTILIZARSE (M3) >> 39.18OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: LOSASLOSAS POSICIN AREA Longitud N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H

PLANTA BAJAALIVIANADA #10 P1 151.03 1 9 151.03 1359.3 6 1359.27 328.94 10.57ALIVIANADA #12 P1 37.96 1 9 37.96 341.64 6 341.64 82.68 3.04

LLENA 1 P1 2.1 53 1 53 8 111.3 48.97P2 8.6 4 1 4 6 34.40 8.32 1.38

LLENA 2 P1 4.2 44 1 44 10 184.8 126.03P2 6.6 19 1 19 6 125.40 30.35 2.47

PRIMER PISOALIVIANADA #10 P1 212.78 1 9 212.78 1915 6 1915.02 463.43 14.89ALIVIANADA #12 P1 19.62 1 9 19.62 176.58 6 176.58 42.73 1.57SEGUNDO PISOALIVIANADA #10 P1 186.81 1 9 186.81 1681.3 6 1681.29 406.87 13.08ALIVIANADA #12 P1 39.35 1 9 39.35 354.15 6 354.15 85.70 3.15TERCER PISOALIVIANADA #10 P1 147.2 1 9 147.2 1324.8 6 1324.80 320.60 10.30ALIVIANADA #10 P1 57.4 1 9 57.4 516.6 6 516.60 125.02 4.59CUARTO PISOALIVIANADA #10 P1 167.53 1 9 167.53 1507.8 6 1507.77 364.88 11.73ALIVIANADA #12 P1 19.62 1 9 19.62 176.58 6 176.58 42.73 1.57ALIVIANADA #16 P1 16.18 1 9 16.18 145.62 6 145.62 35.24 1.46CUBIERTAALIVIANADA #10 P1 58.35 1 9 58.35 525.15 6 525.15 127.09 4.08ALIVIANADA #12 P1 31.47 1 9 31.47 283.23 6 283.23 68.54 2.52SALA DE MAQUINAS

LLENA 1 P1 2.06 18 1 18 10 37.1 25.29P2 1.76 22 1 22 10 38.7 26.41 0.39

TANQUE ELEVADOLLENA 1 P1 2.06 18 1 18 8 37.1 16.32

P2 1.76 22 1 22 8 38.7 17.04P3 3.03 22 1 22 8 66.7 29.33P4 3.03 22 1 22 8 66.7 29.33P5 3.86 34 1 34 8 131.2 57.75 1.46

LONGITUD DE BARRAS LOSAS PLANTA BAJA >> 2046.8 122.4 203.3LONGITUD DE BARRAS LOSAS PRIMER PISO >> 2300.8LONGITUD DE BARRAS LOSAS SEGUNDO PISO >> 2239.0LONGITUD DE BARRAS LOSAS TERCER PISO >> 2025.5LONGITUD DE BARRAS LOSAS CUARTO PISO >> 2013.0LONGITUD DE BARRAS LOSAS CUBIERTA >> 889.2LONGITUD DE BARRAS LOSAS SALA DE MAQUINAS >> 83.4LONGITUD DE BARRAS LOSAS TANQUE ELEVADO >> 374.4NUMERO DE BARRAS LOSAS PLANTA BAJA >> 171 11 17NUMERO DE BARRAS LOSAS PRIMER PISO >> 192NUMERO DE BARRAS LOSAS SEGUNDO PISO >> 187NUMERO DE BARRAS LOSAS TERCER PISO >> 169NUMERO DE BARRAS LOSAS CUARTO PISO >> 168NUMERO DE BARRAS LOSAS CUBIERTA >> 75NUMERO DE BARRAS LOSAS SALA DE MAQUINAS >> 7NUMERO DE BARRAS LOSAS TANQUE ELEVADO >> 32TOTAL DE BARRAS 962 43 24PESO TOTAL DE FIERRO>> 2539.68 206.4 178.56 2924.64VOLUMEN DE HORMIGN LOSAS PLANTA BAJA (M3) >> 17.46VOLUMEN DE HORMIGN LOSAS PRIMER PISO (M3) >> 16.46VOLUMEN DE HORMIGN LOSAS SEGUNDO PISO (M3) >> 16.22VOLUMEN DE HORMIGN LOSAS TERCER PISO (M3) >> 14.90VOLUMEN DE HORMIGN LOSAS CUARTO PISO (M3) >> 14.75VOLUMEN DE HORMIGN LOSAS CUBIERTA (M3) >> 6.60VOLUMEN DE HORMIGN LOSAS SALA DE MAQUINAS (M3) >> 0.39VOLUMEN DE HORMIGN LOSAS TANQUE ELEVADO (M3) >> 1.46VOLUMEN TOTAL DE HORMIGN A UTILIZARSE (M3) >> 88.25OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS PLANTA BAJAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H101 P1 10.92 3 1 3 16 32.8 56.94101 P2 6.54 2 1 2 20 13.1 35.97101 P3 1.83 2 1 2 20 3.7 10.07101 P4 11.02 4 1 4 20 44.1 121.22101 P5 10.52 3 1 3 20 31.6 86.79101 P6 9.96 6 1 6 8 59.8 26.29101 P7 2.3 17 1 17 8 39.1 17.20101 P8 2.3 18 1 18 8 41.4 18.22101 P9 2.3 14 1 14 8 32.2 14.17102 P1 11.65 3 1 3 16 35.0 60.74102 P2 6.72 2 1 2 16 13.4 23.36102 P3 10.75 5 1 5 20 53.8 147.81102 P4 9.99 4 1 4 8 40.0 17.58102 P5 2.1 17 1 17 8 35.7 15.71102 P6 2.1 18 1 18 8 37.8 16.63102 P7 2.1 15 1 15 8 31.5 13.86103 P1 10.96 3 1 3 16 32.9 57.15103 P2 5.78 3 1 3 16 17.3 30.14103 P3 2.2 1 1 1 16 2.2 3.82103 P4 11.06 5 1 5 20 55.3 152.08103 P5 10.61 2 1 2 20 21.2 58.36103 P6 10.01 4 1 4 8 40.0 17.62103 P7 2.1 18 1 18 6 37.8 9.15103 P8 2.1 31 1 31 6 65.1 15.75103 P9 2.1 19 1 19 6 39.9 9.66104 P1 11.33 3 1 3 16 34.0 59.07104 P2 7.03 3 1 3 20 21.1 58.00104 P3 11.63 4 1 4 25 46.5 204.69104 P4 10.63 3 1 3 20 31.9 87.70104 P5 10.04 4 1 4 8 40.2 17.67104 P6 2.1 18 1 18 6 37.8 9.15104 P7 2.1 25 1 25 8 52.5 23.10104 P8 2.1 25 1 25 6 52.5 12.71105 P1 11.73 3 1 3 16 35.2 61.16105 P2 7.15 3 1 3 20 21.5 58.99105 P3 11.63 3 1 3 25 34.9 153.52105 P4 10.83 4 1 4 20 43.3 119.13105 P5 10.07 4 1 4 8 40.3 17.72105 P6 2.1 18 1 18 6 37.8 9.15105 P7 2.1 26 1 26 8 54.6 24.02105 P8 2.1 20 1 20 6 42 10.16106 P1 10.82 2 1 2 16 21.6 37.61106 P2 8.05 3 1 3 25 24.2 106.26106 P3 11.67 5 1 5 25 58.4 256.74106 P4 7.29 4 1 4 20 29.2 80.19106 P5 10.11 6 1 6 8 60.7 26.69106 P6 2.3 11 1 11 6 25.3 6.12106 P7 2.3 10 1 10 6 23 5.57106 P8 2.3 27 1 27 8 62.1 27.32106 P9 2.3 7 1 7 8 16.1 7.08106 P10 2.3 19 1 19 8 43.7 19.23107 P1 2.31 2 1 2 16 4.6 8.03107 P2 2.08 2 1 2 10 4.2 2.84107 P3 2.16 2 1 2 12 4.3 4.23107 P4 1.68 2 1 2 8 3.4 1.48107 P5 1.05 13 1 13 6 13.65 3.30108 P1 4.6 2 1 2 12 9.2 9.01108 P2 4.1 3 1 3 12 12.3 12.04108 P3 1.3 10 1 10 6 13 3.15108 P4 1.3 9 1 9 6 11.7 2.83109 P1 7.72 3 1 3 16 23.2 40.25109 P2 5.28 2 1 2 25 10.6 46.46109 P3 1.88 2 1 2 16 3.8 6.53109 P4 8.27 5 1 5 25 41.4 181.94


ELEMENTO ESTRUCTURAL: VIGAS PLANTA BAJAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H109 P5 6.15 3 1 3 20 18.5 50.74109 P6 6.57 4 1 4 8 26.3 11.56109 P7 2.3 10 1 10 8 23.0 10.12109 P8 2.3 10 1 10 8 23.0 10.12109 P9 2.3 7 1 7 6 16.1 3.90109 P10 2.3 20 1 20 8 46.0 20.24110 P1 5.79 2 1 2 12 11.6 11.34110 P2 5.06 2 1 2 10 10.1 6.90110 P3 5.24 3 1 3 12 15.7 15.39110 P4 4.76 2 1 2 8 9.5 4.19110 P5 1.25 37 1 37 6 46.25 11.19110 P6 1.25 12 1 12 6 15 3.63111 P1 6.92 4 1 4 12 27.7 27.10111 P2 5.92 6 1 6 12 35.5 34.77111 P3 5.46 4 1 4 8 21.8 9.61111 P4 1.8 19 1 19 6 34.2 8.28111 P5 1.8 16 1 16 6 28.8 6.97112 P1 3.89 3 1 3 10 11.7 7.96112 P2 3.49 3 1 3 10 10.5 7.14112 P3 1.05 16 1 16 6 16.8 4.07113 P1 8.49 3 1 3 16 25.5 44.27113 P2 2.3 1 1 1 16 2.3 4.00113 P3 8.24 7 1 7 20 57.7 158.62113 P4 7.2 4 1 4 8 28.8 12.67113 P5 2.1 24 1 24 6 50.4 12.20113 P6 2.1 13 1 13 6 27.3 6.61114 P1 8.23 3 1 3 12 24.7 24.17114 P2 2.81 1 1 1 12 2.8 2.75114 P3 7.68 3 1 3 12 23.0 22.56114 P4 1.3 24 1 24 6 31.2 7.55114 P5 1.3 13 1 13 6 16.9 4.09115 P1 7.84 2 1 2 12 15.7 15.35115 P2 3.03 1 1 1 12 3.0 2.97115 P3 1.65 1 1 1 12 1.7 1.62115 P4 7.74 3 1 3 12 23.2 22.73115 P5 1.3 10 1 10 6 13 3.15115 P6 1.3 24 1 24 6 31.2 7.55116 P1 8.98 3 1 3 16 26.9 46.82116 P2 3.89 3 1 3 16 11.7 20.28116 P3 9.69 4 1 4 16 38.8 67.36116 P4 2.92 4 1 4 16 11.7 20.30116 P5 11 4 1 4 8 44.0 19.36116 P6 1.1 4 1 4 8 4.4 1.94116 P7 2 13 1 13 6 26 6.29116 P8 2 10 1 10 6 20 4.84116 P9 2 9 1 9 6 18 4.36116 P10 2 10 1 10 6 20 4.84116 P11 2 7 1 7 6 14 3.39116 P12 2 12 1 12 6 24 5.81117 P1 8.97 3 1 3 12 26.9 26.34117 P2 4.5 3 1 3 12 13.5 13.22117 P3 10.71 3 1 3 12 32.1 31.46117 P4 2.5 3 1 3 12 7.5 7.34117 P5 11.5 2 1 2 8 23.0 10.12117 P6 1.21 2 1 2 8 2.4 1.06117 P7 1.3 11 1 11 6 14.3 3.46117 P8 1.3 11 1 11 6 14.3 3.46117 P9 1.3 29 1 29 6 37.7 9.12117 P10 1.3 17 1 17 6 22.1 5.35117 P11 1.3 8 1 8 6 10.4 2.52117 P12 1.3 10 1 10 6 13 3.15118 P1 3.29 3 1 3 10 9.9 6.73118 P2 2.9 3 1 3 10 8.7 5.93118 P3 2.44 2 1 2 8 4.9 2.15


ELEMENTO ESTRUCTURAL: VIGAS PLANTA BAJAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H118 P4 1.05 14 1 14 6 14.7 3.56118 P5 1.05 11 1 11 6 11.55 2.80119 P1 10.27 3 1 3 16 30.8 53.55119 P2 4.05 3 1 3 16 12.2 21.12119 P3 10.77 3 1 3 16 32.3 56.15119 P4 3.1 3 1 3 16 9.3 16.16119 P5 11.13 4 1 4 20 44.5 122.43119 P6 3.23 4 1 4 20 12.9 35.53119 P7 4.5 2 1 2 16 9.0 15.64119 P8 4.89 3 1 3 20 14.7 40.34119 P9 12 4 1 4 8 48.0 21.12119 P10 1.21 4 1 4 8 4.8 2.13119 P11 2.3 9 1 9 8 20.7 9.11119 P12 2.3 17 1 17 6 39.1 9.46119 P13 2.3 9 1 9 6 20.7 5.01119 P14 2.3 10 1 10 6 23 5.57119 P15 2.3 8 1 8 6 18.4 4.45119 P16 2.3 7 1 7 8 16.1 7.08119 P17 2.3 18 1 18 8 41.4 18.22119 P18 2.3 16 1 16 8 36.8 16.19119 P19 2.3 12 1 12 6 27.6 6.68120 P1 4.44 2 1 2 16 8.9 15.43120 P2 1.93 2 1 2 16 3.9 6.71120 P3 3.99 3 1 3 12 12.0 11.72120 P4 3.43 2 1 2 8 6.9 3.02120 P5 1.25 9 1 9 6 11.25 2.72120 P6 1.25 10 1 10 6 12.5 3.03120 P7 1.25 13 1 13 6 16.25 3.93121 P1 10.16 3 1 3 16 30.5 52.97121 P2 5.3 3 1 3 20 15.9 43.73121 P3 2.03 2 1 2 16 4.1 7.06121 P4 8.41 4 1 4 16 33.6 58.47121 P5 4.54 2 1 2 16 9.1 15.78121 P6 1.22 2 1 2 8 2.4 1.07121 P7 7.67 4 1 4 8 30.7 13.50121 P8 1.4 8 1 8 8 11.2 4.93121 P9 1.8 24 1 24 8 43.2 19.01121 P10 1.8 7 1 7 6 12.6 3.05121 P11 1.8 17 1 17 6 30.6 7.41121 P12 1.8 5 1 5 6 9 2.18122 P1 4.46 2 1 2 12 8.9 8.73122 P2 1.24 1 1 1 12 1.2 1.21122 P3 4.06 3 1 3 12 12.2 11.92122 P4 3.55 2 1 2 8 7.1 3.12122 P5 1.1 36 1 36 6 39.6 9.58123 P1 9.37 3 1 3 16 28.1 48.86123 P2 4.27 3 1 3 16 12.8 22.26123 P3 9.68 4 1 4 16 38.7 67.30123 P4 2.91 4 1 4 16 11.6 20.23123 P5 11.78 4 1 4 8 47.1 20.73123 P6 1.8 15 1 15 6 27 6.53123 P7 1.8 14 1 14 6 25.2 6.10123 P8 1.8 10 1 10 6 18 4.36123 P9 1.8 9 1 9 6 16.2 3.92123 P10 1.8 13 1 13 6 23.4 5.66124 P1 10.26 2 1 2 20 20.5 56.43124 P2 4.27 3 1 3 20 12.8 35.23124 P3 2.03 2 1 2 16 4.1 7.06124 P4 8.19 3 1 3 20 24.6 67.57124 P5 4.07 1 1 1 16 4.1 7.07124 P6 1.22 2 1 2 8 2.4 1.07124 P7 7.67 4 1 4 8 30.7 13.50124 P8 1.38 8 1 8 6 11.04 2.67124 P9 2 10 1 10 6 20 4.84


ELEMENTO ESTRUCTURAL: VIGAS PLANTA BAJAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H124 P10 2 12 1 12 8 24.0 10.56124 P11 2 4 1 4 6 8 1.94124 P12 2 7 1 7 6 14 3.39124 P13 2 16 1 16 6 32 7.74125 P1 11.22 4 1 4 16 44.9 78.00125 P2 1.99 4 1 4 16 8.0 13.83125 P3 4.08 1 1 1 16 4.1 7.09125 P4 9.79 6 1 6 16 58.7 102.09125 P5 3.01 6 1 6 16 18.1 31.39125 P6 11.78 4 1 4 8 47.1 20.73125 P7 2 13 1 13 6 26 6.29125 P8 2 19 1 19 6 38 9.20125 P9 2 9 1 9 6 18 4.36125 P10 2 7 1 7 6 14 3.39125 P11 2 12 1 12 6 24 5.81126 P1 8.32 3 1 3 16 25.0 43.38126 P2 4.24 3 1 3 16 12.7 22.11126 P3 6.64 3 1 3 16 19.9 34.62126 P4 6.04 4 1 4 16 24.2 41.99126 P5 5.53 4 1 4 8 22.1 9.73126 P6 1.3 16 1 16 6 20.8 5.03126 P7 1.3 9 1 9 6 11.7 2.83126 P8 1.3 11 1 11 6 14.3 3.46126 P9 1.8 5 1 5 6 9 2.18126 P10 1.8 14 1 14 6 25.2 6.10 30.00

1

LONGITUD TOTAL DE BARRAS PRIMER PISO >> 1807.5 1574 60.489 357.269 958.331 650.76 237.402LONGITUD TOTAL DE BARRAS >> 1807.5 1574 60.489 357.269 958.331 650.76 237.402NUMERO DE BARRAS (10 % DE PERDIDA)>> 151 132 6 30 80 55 20NUMERO DE BARRAS TOTAL >> 151 132 6 30 80 55 20PESO TOTAL DE FIERRO>> 398.64 633.6 44.6 320.4 1516.8 1630.2 924.0 5468VOLUMEN DE HORMIGON VIGAS PRIMER PISO (M3) >> 30.00VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 30.00OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS PRIMER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H201 P1 9.02 2 1 2 10 18.0 12.30201 P2 3.54 1 1 1 10 3.5 2.41201 P3 8.62 2 1 2 10 17.2 11.76201 P4 1.05 10 1 10 6 10.5 2.54201 P5 1.05 18 1 18 6 18.9 4.57201 P6 1.05 15 1 15 6 15.75 3.81202 P1 10.82 2 1 2 10 21.6 14.76202 P2 3.31 1 1 1 10 3.3 2.26202 P3 10.42 3 1 3 10 31.3 21.32202 P4 1.05 9 1 9 6 9.45 2.29202 P5 1.05 10 1 10 6 10.5 2.54202 P6 1.05 18 1 18 6 18.9 4.57202 P7 1.05 15 1 15 6 15.75 3.81203 P1 10.71 2 1 2 16 21.4 37.23203 P2 4.49 2 1 2 16 9.0 15.61203 P3 10.76 2 1 2 16 21.5 37.40203 P4 6.7 1 1 1 16 6.7 11.64203 P5 2.88 2 1 2 8 5.8 2.53203 P6 1.3 17 1 17 6 22.1 5.35203 P7 1.3 17 1 17 6 22.1 5.35203 P8 1.3 10 1 10 6 13 3.15203 P9 1.3 18 1 18 6 23.4 5.66204 P1 5.39 2 1 2 10 10.8 7.35204 P2 4.99 3 1 3 10 15.0 10.21204 P3 4.61 2 1 2 8 9.2 4.06204 P4 1.05 18 1 18 6 18.9 4.57204 P5 1.05 11 1 11 6 11.55 2.80205 P1 2.46 3 1 3 12 7.4 7.23205 P2 2.14 1 1 1 12 2.1 2.10205 P3 2.36 3 1 3 12 7.1 6.93205 P4 1.9 2 1 2 8 3.8 1.67205 P5 1.05 18 1 18 6 18.9 4.57206 P1 4 4 1 4 10 16.0 10.91206 P2 4 4 1 4 12 16.0 15.66206 P3 1.15 31 1 31 6 35.65 8.63207 P1 4.3 2 1 2 10 8.6 5.87207 P2 4 3 1 3 10 12.0 8.18207 P3 1.05 18 1 18 6 18.9 4.57208 P1 7.73 2 1 2 12 15.5 15.14208 P2 5.66 2 1 2 12 11.3 11.08208 P3 7.68 2 1 2 12 15.4 15.04208 P4 5.66 2 1 2 12 11.3 11.08208 P5 7.2 2 1 2 8 14.4 6.34208 P6 1.05 19 1 19 6 19.95 4.83208 P7 1.05 17 1 17 6 17.85 4.32208 P8 1.05 27 1 27 6 28.35 6.86208 P9 1.05 9 1 9 6 9.45 2.29209 P1 2.26 3 1 3 12 6.8 6.64209 P2 1.94 1 1 1 12 1.9 1.90209 P3 2.16 3 1 3 12 6.5 6.34209 P4 1.68 2 1 2 8 3.4 1.48209 P5 1.05 14 1 14 6 14.7 3.56210 P1 4.4 2 1 2 10 8.8 6.00210 P2 4 4 1 4 10 16.0 10.91210 P3 3.62 2 1 2 8 7.2 3.19210 P4 1.05 20 1 20 6 21 5.08210 P5 1.05 9 1 9 6 9.45 2.29211 P1 7.72 2 1 2 16 15.4 26.83211 P2 3.77 4 1 4 20 15.1 41.47211 P3 7.77 3 1 3 16 23.3 40.51211 P4 7.05 2 1 2 16 14.1 24.51211 P5 3.64 2 1 2 8 7.3 3.20211 P6 1.4 20 1 20 8 28.0 12.32211 P7 1.4 7 1 7 6 9.8 2.37


ELEMENTO ESTRUCTURAL: VIGAS PRIMER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H211 P8 1.4 14 1 14 6 19.6 4.74212 P1 4.4 2 1 2 10 8.8 6.00212 P2 4 4 1 4 10 16.0 10.91212 P3 1.05 18 1 18 6 18.9 4.57213 P1 3.89 2 1 2 10 7.8 5.31213 P2 3.49 4 1 4 10 14.0 9.52213 P3 1.05 16 1 16 6 16.8 4.07214 P1 8.38 4 1 4 16 33.5 58.26214 P2 8.23 6 1 6 20 49.4 135.80214 P3 7.93 3 1 3 20 23.8 65.42214 P4 7.21 4 1 4 8 28.8 12.69214 P5 2.2 18 1 18 8 39.6 17.42214 P6 2.2 10 1 10 8 22.0 9.68214 P7 2.2 12 1 12 8 26.4 11.62215 P1 2.66 3 1 3 10 8.0 5.44215 P2 2.46 3 1 3 10 7.4 5.03215 P3 1.05 10 1 10 6 10.5 2.54216 P1 4.27 3 1 3 10 12.8 8.74216 P2 3.38 1 1 1 10 3.4 2.31216 P3 3.87 3 1 3 10 11.6 7.92216 P4 1.05 13 1 13 6 13.65 3.30216 P5 1.05 6 1 6 6 6.3 1.52217 P1 11.21 5 1 5 12 56.1 54.87217 P2 10.81 6 1 6 12 64.9 63.50217 P3 10.33 4 1 4 8 41.3 18.18217 P4 1.8 18 1 18 6 32.4 7.84217 P5 1.8 2 1 2 6 3.6 0.87217 P6 1.8 7 1 7 6 12.6 3.05217 P7 1.8 18 1 18 6 32.4 7.84217 P8 1.8 7 1 7 6 12.6 3.05217 P9 1.8 11 1 11 6 19.8 4.79218 P1 11.76 4 1 4 20 47.0 129.36218 P2 5.28 5 1 5 25 26.4 116.16218 P3 11.36 5 1 5 20 56.8 156.20218 P4 7.07 3 1 3 20 21.2 58.33218 P5 10.38 4 1 4 8 41.5 18.27218 P6 2.2 17 1 17 8 37.4 16.46218 P7 2.2 40 1 40 8 88.0 38.72218 P8 2.2 23 1 23 6 50.6 12.25218 P9 2.2 21 1 21 6 46.2 11.18219 P1 9.46 2 1 2 12 18.9 18.52219 P2 8.76 3 1 3 16 26.3 45.67219 P3 8.51 2 1 2 12 17.0 16.66219 P4 8.08 4 1 4 8 32.3 14.22219 P5 1.65 9 1 9 6 14.85 3.59219 P6 1.65 17 1 17 6 28.05 6.79219 P7 1.65 16 1 16 6 26.4 6.39220 P1 9.86 3 1 3 10 29.6 20.17220 P2 2.77 3 1 3 10 8.3 5.67220 P3 1.86 1 1 1 12 1.9 1.82220 P4 8 3 1 3 10 24.0 16.37220 P5 4.63 3 1 3 10 13.9 9.47220 P6 11.7 2 1 2 8 23.4 10.30220 P7 0.54 2 1 2 8 1.1 0.48220 P8 1.05 17 1 17 6 17.85 4.32220 P9 1.05 22 1 22 6 23.1 5.59220 P10 1.05 1 1 1 6 1.05 0.25220 P11 1.05 29 1 29 6 30.45 7.37220 P12 1.05 35 1 35 6 36.75 8.89220 P13 1.05 2 1 2 6 2.1 0.51221 P1 11.13 2 1 2 10 22.3 15.18221 P2 2.16 2 1 2 10 4.3 2.95221 P3 1.69 2 1 2 10 3.4 2.31221 P4 2.27 1 1 1 10 2.3 1.55


ELEMENTO ESTRUCTURAL: VIGAS PRIMER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H221 P5 2.93 3 1 3 12 8.8 8.61221 P6 11.58 3 1 3 10 34.7 23.69221 P7 1.5 3 1 3 10 4.5 3.07221 P8 8.66 2 1 2 8 17.3 7.62221 P9 1.05 16 1 16 6 16.8 4.07221 P10 1.05 29 1 29 6 30.45 7.37221 P11 1.05 17 1 17 6 17.85 4.32221 P12 1.05 8 1 8 6 8.4 2.03221 P13 1.05 10 1 10 6 10.5 2.54222 P1 1.75 2 1 2 10 3.5 2.39222 P2 1.35 2 1 2 10 2.7 1.84222 P3 0.97 2 1 2 8 1.9 0.85222 P4 1.05 10 1 10 6 10.5 2.54223 P1 3.18 2 1 2 10 6.4 4.34223 P2 2.78 2 1 2 10 5.6 3.79223 P3 2.4 2 1 2 8 4.8 2.11223 P4 1.05 7 1 7 6 7.35 1.78223 P5 1.05 11 1 11 6 11.55 2.80224 P1 2.19 2 1 2 12 4.4 4.29224 P2 1.99 2 1 2 12 4.0 3.90224 P3 1.69 2 1 2 12 3.4 3.31224 P4 1.46 1 1 1 12 1.5 1.43224 P5 1.12 4 1 4 8 4.5 1.97224 P6 1.65 10 1 10 6 16.5 3.99225 P1 10.9 2 1 2 12 21.8 21.34225 P2 6 2 1 2 12 12.0 11.75225 P3 2.21 2 1 2 16 4.4 7.68225 P4 1.97 1 1 1 12 2.0 1.93225 P5 4.14 1 1 1 12 4.1 4.05225 P6 0.91 1 1 1 12 0.9 0.89225 P7 6.16 4 1 4 12 24.6 24.12225 P8 10.72 3 1 3 12 32.2 31.48225 P9 5.44 2 1 2 8 10.9 4.79225 P10 10.38 2 1 2 8 20.8 9.13225 P11 1.25 10 1 10 6 12.5 3.03225 P12 1.25 13 1 13 6 16.25 3.93225 P13 1.25 10 1 10 6 12.5 3.03225 P14 1.25 17 1 17 6 21.25 5.14225 P15 1.05 21 1 21 6 22.05 5.34225 P16 1.05 1 1 1 6 1.05 0.25225 P17 1.05 17 1 17 6 17.85 4.32225 P18 1.05 13 1 13 6 13.65 3.30225 P19 1.05 19 1 19 6 19.95 4.83225 P20 1.05 2 1 2 8 2.1 0.92225 P21 1.05 4 1 4 6 4.2 1.02226 P1 8.81 2 1 2 16 17.6 30.62226 P2 2.12 3 1 3 16 6.4 11.05226 P3 8.26 4 1 4 16 33.0 57.42226 P4 7.33 1 1 1 20 7.3 20.16226 P5 7.6 4 1 4 8 30.4 13.38226 P6 1.8 16 1 16 6 28.8 6.97226 P7 1.8 18 1 18 6 32.4 7.84226 P8 1.8 9 1 9 6 16.2 3.92227 P1 6.14 3 1 3 12 18.4 18.03227 P2 5.18 1 1 1 12 5.2 5.07227 P3 5.14 6 1 6 12 30.8 30.19227 P4 4.72 4 1 4 8 18.9 8.31227 P5 1.8 6 1 6 6 10.8 2.61227 P6 1.8 28 1 28 6 50.4 12.20228 P1 3.76 4 1 4 12 15.0 14.72228 P2 2.28 2 1 2 12 4.6 4.46228 P3 3.76 6 1 6 12 22.6 22.09228 P4 3.15 4 1 4 8 12.6 5.54228 P5 1.8 10 1 10 6 18 4.36


ELEMENTO ESTRUCTURAL: VIGAS PRIMER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H228 P6 1.8 8 1 8 6 14.4 3.48229 P1 4.28 2 1 2 12 8.6 8.38229 P2 3.93 3 1 3 12 11.8 11.54229 P3 2.95 1 1 1 12 3.0 2.89229 P4 3.46 2 1 2 8 6.9 3.04229 P5 1.1 5 1 5 6 5.5 1.33229 P6 1.1 26 1 26 6 28.6 6.92229 P7 1.1 5 1 5 6 5.5 1.33230 P1 9.86 3 1 3 10 29.6 20.17230 P2 3.42 3 1 3 10 10.3 7.00230 P3 7.95 3 1 3 10 23.9 16.27230 P4 5.08 3 1 3 10 15.2 10.39230 P5 2.94 2 1 2 8 5.9 2.59230 P6 1.05 24 1 24 6 25.2 6.10230 P7 1.05 12 1 12 6 12.6 3.05230 P8 1.05 2 1 2 6 2.1 0.51230 P9 1.05 7 1 7 6 7.35 1.78230 P10 1.05 18 1 18 6 18.9 4.57230 P11 1.05 2 1 2 6 2.1 0.51230 P12 1.05 2 1 2 6 2.1 0.51231 P1 11.7 3 1 3 16 35.1 61.00231 P2 2.02 3 1 3 16 6.1 10.53231 P3 11.32 3 1 3 20 34.0 93.39231 P4 9.92 4 1 4 16 39.7 68.96231 P5 3.84 4 1 4 16 15.4 26.70231 P6 3.88 1 1 1 20 3.9 10.67231 P7 12 4 1 4 8 48.0 21.12231 P8 0.62 4 1 4 8 2.5 1.09231 P9 1.8 6 1 6 6 10.8 2.61231 P10 1.8 21 1 21 6 37.8 9.15231 P11 1.8 7 1 7 6 12.6 3.05231 P12 1.8 4 1 4 6 7.2 1.74231 P13 1.8 8 1 8 8 14.4 6.34231 P14 1.8 4 1 4 6 7.2 1.74231 P15 1.8 5 1 5 6 9 2.18231 P16 1.8 20 1 20 6 36 8.71232 P1 2.96 3 1 3 10 8.9 6.06232 P2 2.56 4 1 4 10 10.2 6.98232 P3 2.17 2 1 2 8 4.3 1.91232 P4 1.05 8 1 8 6 8.4 2.03232 P5 1.05 14 1 14 6 14.7 3.56233 P1 3.01 2 1 2 10 6.0 4.11233 P2 2.61 2 1 2 10 5.2 3.56233 P3 2.19 2 1 2 8 4.4 1.93233 P4 1.05 14 1 14 6 14.7 3.56233 P5 1.05 8 1 8 6 8.4 2.03234 P1 2.18 3 1 3 12 6.5 6.40234 P2 1.68 2 1 2 12 3.4 3.29234 P3 1.45 1 1 1 12 1.5 1.42234 P4 1.11 4 1 4 8 4.4 1.95234 P5 1.65 10 1 10 6 16.5 3.99235 P1 7.49 2 1 2 10 15.0 10.22235 P2 7.29 2 1 2 10 14.6 9.94235 P3 4.16 2 1 2 8 8.3 3.66235 P4 1.05 9 1 9 6 9.45 2.29235 P5 1.05 35 1 35 6 36.75 8.89235 P6 1.05 2 1 2 6 2.1 0.51235 P7 1.05 2 1 2 6 2.1 0.51236 P1 11.61 2 1 2 12 23.2 22.73236 P2 2.67 1 1 1 12 2.7 2.61236 P3 1.95 1 1 1 12 2.0 1.91236 P4 11.81 2 1 2 12 23.6 23.12236 P5 11.24 2 1 2 8 22.5 9.89236 P6 1.25 31 1 31 6 38.75 9.38


ELEMENTO ESTRUCTURAL: VIGAS PRIMER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H236 P7 1.25 9 1 9 6 11.25 2.72236 P8 1.25 15 1 15 6 18.75 4.54236 P9 1.25 19 1 19 6 23.75 5.75

VESC-1 P1 4.81 2 1 2 10 9.6 6.56VESC-1 P2 4.41 2 1 2 10 8.8 6.02VESC-1 P3 1.05 20 1 20 6 21 5.08VESC-2 P1 6.11 2 1 2 12 12.2 11.96VESC-2 P2 5.96 3 1 3 16 17.9 31.08VESC-2 P3 5.76 2 1 2 12 11.5 11.28VESC-2 P4 1.05 27 1 27 6 28.35 6.86VESC-3 P1 4.36 4 1 4 10 17.4 11.89VESC-3 P2 4.46 4 1 4 10 17.8 12.17VESC-3 P3 4.06 2 1 2 8 8.1 3.57VESC-3 P4 1.05 4 1 4 6 4.2 1.02VESC-3 P5 1.05 26 1 26 6 27.3 6.61VESC-3 P6 1.05 4 1 4 6 4.2 1.02 18.85

1

LONGITUD TOTAL DE BARRAS NIVEL 2do. PISO >> 2040.2 786.3 692.8 644.633 381.47 284.317 29.04LONGITUD TOTAL DE BARRAS >> 2040.2 786.3 692.8 644.633 381.47 284.317 29.04NUMERO DE BARRAS (10 % DE PERDIDA)N 2do. PISO>> 171 66 58 54 32 24 3NUMERO DE BARRAS TOTAL >> 171 66 58 54 32 24 3PESO TOTAL DE FIERRO>> 451.44 316.8 431.5 576.7 606.7 711.4 138.6 3233VOLUMEN DE HORMIGON VIGAS NIVEL 2do. PISO (M3) >> 18.85VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 18.85OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS SEGUNDO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H301 P1 6.19 2 1 2 10 12.4 8.44301 P2 3.55 1 1 1 10 3.6 2.42301 P3 5.79 2 1 2 10 11.6 7.90301 P4 5.41 2 1 2 8 10.8 4.76301 P5 1.05 19 1 19 6 19.95 4.83301 P6 1.05 18 1 18 6 18.9 4.57302 P1 7.98 2 1 2 10 16.0 10.88302 P2 3.73 1 1 1 10 3.7 2.54302 P3 7.58 3 1 3 10 22.7 15.51302 P4 7.2 2 1 2 8 14.4 6.34302 P5 1.05 18 1 18 6 18.9 4.57302 P6 1.05 19 1 19 6 19.95 4.83302 P7 1.05 18 1 18 6 18.9 4.57303 P1 7.88 2 1 2 12 15.8 15.43303 P2 4.62 2 1 2 16 9.2 16.06303 P3 7.68 2 1 2 12 15.4 15.04303 P4 1.25 17 1 17 6 21.25 5.14303 P5 1.25 17 1 17 6 21.25 5.14304 P1 4.27 2 1 2 10 8.5 5.82304 P2 3.97 3 1 3 10 11.9 8.12304 P3 1.05 18 1 18 6 18.9 4.57305 P1 4 4 1 4 10 16.0 10.91305 P2 4 4 1 4 12 16.0 15.66305 P3 1.15 31 1 31 6 35.65 8.63306 P1 4.3 2 1 2 10 8.6 5.87306 P2 1.04 1 1 1 10 1.0 0.71306 P3 4 3 1 3 10 12.0 8.18306 P4 1.05 18 1 18 6 18.9 4.57307 P1 7.73 2 1 2 12 15.5 15.14307 P2 5.56 1 1 1 12 5.6 5.44307 P3 7.63 3 1 3 12 22.9 22.41307 P4 3.93 1 1 1 12 3.9 3.85307 P5 7.2 2 1 2 8 14.4 6.34307 P6 1.05 19 1 19 6 19.95 4.83307 P7 1.05 17 1 17 6 17.85 4.32307 P8 1.05 27 1 27 6 28.35 6.86307 P9 1.05 9 1 9 6 9.45 2.29308 P1 2.26 3 1 3 12 6.8 6.64308 P2 1.94 1 1 1 12 1.9 1.90308 P3 2.16 3 1 3 12 6.5 6.34308 P4 1.7 2 1 2 8 3.4 1.50308 P5 1.05 14 1 14 6 14.7 3.56309 P1 2.46 2 1 2 10 4.9 3.36309 P2 2.06 2 1 2 10 4.1 2.81309 P3 1.68 2 1 2 8 3.4 1.48309 P4 1.05 17 1 17 6 17.85 4.32310 P1 7.83 2 1 2 16 15.7 27.22310 P2 6.02 3 1 3 12 18.1 17.68310 P3 7.88 2 1 2 16 15.8 27.39310 P4 7.2 2 1 2 8 14.4 6.34310 P5 1.25 19 1 19 6 23.75 5.75310 P6 1.25 13 1 13 6 16.25 3.93310 P7 1.25 26 1 26 6 32.5 7.87310 P8 1.25 9 1 9 6 11.25 2.72311 P1 4.4 2 1 2 10 8.8 6.00311 P2 4 3 1 3 10 12.0 8.18311 P3 1.05 19 1 19 6 19.95 4.83312 P1 4.3 4 1 4 12 17.2 16.84312 P2 1.74 1 1 1 12 1.7 1.70312 P3 4.1 4 1 4 12 16.4 16.06312 P4 1.15 29 1 29 6 33.35 8.07313 P1 2.66 3 1 3 10 8.0 5.44313 P2 2.46 3 1 3 10 7.4 5.03313 P3 2.08 2 1 2 8 4.2 1.83


ELEMENTO ESTRUCTURAL: VIGAS SEGUNDO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H313 P4 1.05 20 1 20 6 21 5.08314 P1 5.39 2 1 2 10 10.8 7.35314 P2 3.44 2 1 2 12 6.9 6.74314 P3 4.99 2 1 2 10 10.0 6.81314 P4 4.61 2 1 2 8 9.2 4.06314 P5 1.05 18 1 18 6 18.9 4.57314 P6 1.05 11 1 11 6 11.55 2.80315 P1 10.86 2 1 2 12 21.7 21.26315 P2 3.84 2 1 2 12 7.7 7.52315 P3 7.68 2 1 2 12 15.4 15.04315 P4 5.11 1 1 1 12 5.1 5.00315 P5 3.47 2 1 2 12 6.9 6.79315 P6 3.13 2 1 2 8 6.3 2.75315 P7 1.25 18 1 18 6 22.5 5.45315 P8 1.25 2 1 2 6 2.5 0.61315 P9 1.25 4 1 4 8 5.0 2.20315 P10 1.25 11 1 11 6 13.75 3.33315 P11 1.05 10 1 10 6 10.5 2.54315 P12 1.05 21 1 21 6 22.05 5.34316 P1 4.23 3 1 3 10 12.7 8.65316 P2 1.91 1 1 1 10 1.9 1.30316 P3 4.23 3 1 3 10 12.7 8.65316 P4 3.85 2 1 2 8 7.7 3.39316 P5 1.05 21 1 21 6 22.05 5.34316 P6 1.05 17 1 17 6 17.85 4.32317 P1 7.19 2 1 2 12 14.4 14.08317 P2 2.45 3 1 3 16 7.4 12.77317 P3 6.99 5 1 5 12 35.0 34.22317 P4 1.2 16 1 16 6 19.2 4.65317 P5 1.2 15 1 15 6 18 4.36318 P1 8.86 2 1 2 10 17.7 12.09318 P2 3.85 1 1 1 10 3.9 2.63318 P3 8.46 2 1 2 10 16.9 11.54318 P4 8.08 2 1 2 8 16.2 7.11318 P5 1.05 18 1 18 6 18.9 4.57318 P6 1.05 17 1 17 6 17.85 4.32318 P7 1.05 16 1 16 6 16.8 4.07319 P1 9.83 3 1 3 10 29.5 20.11319 P2 2.75 3 1 3 10 8.3 5.63319 P3 1.8 1 1 1 10 1.8 1.23319 P4 7.94 3 1 3 10 23.8 16.25319 P5 4.65 3 1 3 10 14.0 9.51319 P6 4.98 1 1 1 10 5.0 3.40319 P7 11.5 2 1 2 8 23.0 10.12319 P8 0.75 2 1 2 8 1.5 0.66319 P9 1.05 17 1 17 6 17.85 4.32319 P10 1.05 22 1 22 6 23.1 5.59319 P11 1.05 1 1 1 6 1.05 0.25319 P12 1.05 29 1 29 6 30.45 7.37319 P13 1.05 35 1 35 6 36.75 8.89319 P14 1.05 2 1 2 6 2.1 0.51320 P1 11.86 3 1 3 10 35.6 24.27320 P2 4.32 2 1 2 10 8.6 5.89320 P3 11.54 3 1 3 10 34.6 23.61320 P4 7.94 1 1 1 10 7.9 5.42320 P5 4.64 2 1 2 8 9.3 4.08320 P6 1.05 16 1 16 6 16.8 4.07320 P7 1.05 15 1 15 6 15.75 3.81320 P8 1.05 24 1 24 6 25.2 6.10320 P9 1.05 17 1 17 6 17.85 4.32321 P1 1.75 2 1 2 10 3.5 2.39321 P2 1.35 2 1 2 10 2.7 1.84321 P3 0.97 2 1 2 8 1.9 0.85321 P4 1.05 10 1 10 6 10.5 2.54


ELEMENTO ESTRUCTURAL: VIGAS SEGUNDO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H322 P1 4.2 2 1 2 10 8.4 5.73322 P2 3.8 4 1 4 10 15.2 10.37322 P3 3.42 2 1 2 8 6.8 3.01322 P4 1.05 11 1 11 6 11.55 2.80322 P5 1.05 14 1 14 6 14.7 3.56322 P6 1.05 11 1 11 6 11.55 2.80323 P1 2.04 2 1 2 10 4.1 2.78323 P2 1.64 2 1 2 10 3.3 2.24323 P3 1.26 2 1 2 8 2.5 1.11323 P4 1.05 13 1 13 6 13.65 3.30324 P1 11.18 2 1 2 12 22.4 21.89324 P2 10.71 2 1 2 12 21.4 20.97324 P3 3.38 2 1 2 12 6.8 6.62324 P4 9.09 2 1 2 16 18.2 31.60324 P5 1.62 1 1 1 12 1.6 1.59324 P6 3.68 1 1 1 12 3.7 3.60324 P7 10.53 3 1 3 12 31.6 30.93324 P8 9.07 2 1 2 12 18.1 17.76324 P9 5.1 2 1 2 12 10.2 9.99324 P10 5.66 2 1 2 12 11.3 11.08324 P11 10 2 1 2 8 20.0 8.80324 P12 12 2 1 2 8 24.0 10.56324 P13 1.68 2 1 2 8 3.4 1.48324 P14 1.25 7 1 7 6 8.75 2.12324 P15 1.25 16 1 16 6 20 4.84324 P16 1.25 24 1 24 6 30 7.26324 P17 1.25 19 1 19 6 23.75 5.75324 P18 1.25 10 1 10 6 12.5 3.03324 P19 1.25 13 1 13 6 16.25 3.93324 P20 1.05 10 1 10 6 10.5 2.54324 P21 1.05 17 1 17 6 17.85 4.32324 P22 1.05 21 1 21 6 22.05 5.34324 P23 1.05 1 1 1 6 1.05 0.25324 P24 1.05 13 1 13 6 13.65 3.30324 P25 1.05 17 1 17 6 17.85 4.32324 P26 1.05 37 1 37 6 38.85 9.40324 P27 1.05 2 1 2 8 2.1 0.92324 P28 1.05 2 1 2 6 2.1 0.51325 P1 5.54 2 1 2 12 11.1 10.85325 P2 1.82 2 1 2 12 3.6 3.56325 P3 5.24 2 1 2 12 10.5 10.26325 P4 4.76 2 1 2 8 9.5 4.19325 P5 1.05 10 1 10 6 10.5 2.54325 P6 1.05 35 1 35 6 36.75 8.89326 P1 4.2 2 1 2 12 8.4 8.22326 P2 3.9 3 1 3 12 11.7 11.45326 P3 2.92 1 1 1 12 2.9 2.86326 P4 3.42 2 1 2 8 6.8 3.01326 P5 1.1 5 1 5 6 5.5 1.33326 P6 1.1 13 1 13 6 14.3 3.46326 P7 1.1 5 1 5 6 5.5 1.33327 P1 9.83 2 1 2 10 19.7 13.41327 P2 3.4 2 1 2 10 6.8 4.64327 P3 4.29 1 1 1 10 4.3 2.93327 P4 7.94 3 1 3 10 23.8 16.25327 P5 5.1 3 1 3 10 15.3 10.43327 P6 11.5 2 1 2 8 23.0 10.12327 P7 1.16 2 1 2 8 2.3 1.02327 P8 1.05 24 1 24 6 25.2 6.10327 P9 1.05 24 1 24 6 25.2 6.10327 P10 1.05 16 1 16 6 16.8 4.07327 P11 1.05 35 1 35 6 36.75 8.89327 P12 1.05 2 1 2 6 2.1 0.51327 P13 1.05 4 1 4 6 4.2 1.02


ELEMENTO ESTRUCTURAL: VIGAS SEGUNDO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H328 P1 11.36 2 1 2 12 22.7 22.24328 P2 1.94 2 1 2 12 3.9 3.80328 P3 6.46 2 1 2 16 12.9 22.45328 P4 1.56 2 1 2 12 3.1 3.05328 P5 11.81 2 1 2 12 23.6 23.12328 P6 11.26 1 1 1 12 11.3 11.02328 P7 1.02 2 1 2 8 2.0 0.90328 P8 11.34 2 1 2 8 22.7 9.98328 P9 1.05 10 1 10 6 10.5 2.54328 P10 1.25 16 1 16 6 20 4.84328 P11 1.25 7 1 7 6 8.75 2.12328 P12 1.25 5 1 5 6 6.25 1.51328 P13 1.25 11 1 11 6 13.75 3.33328 P14 1.25 26 1 26 6 32.5 7.87329 P1 2.93 2 1 2 10 5.9 4.00329 P2 2.53 2 1 2 10 5.1 3.45329 P3 2.15 2 1 2 8 4.3 1.89329 P4 1.05 14 1 14 6 14.7 3.56329 P5 1.05 8 1 8 6 8.4 2.03330 P1 1.83 4 1 4 10 7.3 4.99330 P2 1.45 3 1 3 10 4.4 2.97330 P3 1.01 2 1 2 8 2.0 0.89330 P4 1.05 10 1 10 6 10.5 2.54331 P1 6.46 2 1 2 10 12.9 8.81331 P2 1.74 2 1 2 10 3.5 2.37331 P3 6.31 2 1 2 10 12.6 8.61331 P4 1.05 16 1 16 6 16.8 4.07331 P5 1.05 9 1 9 6 9.45 2.29

VESC-1 P1 5.14 2 1 2 10 10.3 7.01VESC-1 P2 4.74 2 1 2 10 9.5 6.47VESC-1 P3 4.34 2 1 2 8 8.7 3.82VESC-1 P4 1.05 7 1 7 6 7.35 1.78VESC-1 P5 1.05 31 1 31 6 32.55 7.88VESC-2 P1 5.17 2 1 2 10 10.3 7.05VESC-2 P2 4.77 2 1 2 10 9.5 6.51VESC-2 P3 4.37 2 1 2 8 8.7 3.85VESC-2 P4 1.05 44 1 44 6 46.2 11.18VESC-3 P1 4.46 4 1 4 10 17.8 12.17VESC-3 P2 4.56 4 1 4 10 18.2 12.44VESC-3 P3 4.06 2 1 2 8 8.1 3.57VESC-3 P4 1.05 4 1 4 6 4.2 1.02VESC-3 P5 1.05 26 1 26 6 27.3 6.61VESC-3 P6 1.05 4 1 4 6 4.2 1.02 9.64

11

LONGITUD TOTAL DE BARRAS NIVEL 3er. al 6to. PISO>> 1816.5 332.3 729.52 568.139 87.021LONGITUD TOTAL DE BARRAS >> 1816.5 332.3 729.52 568.139 87.021NUMERO DE BARRAS (10 % DE PERDIDA)N 3er. Al 6to.>> 152 28 61 48 8NUMERO DE BARRAS TOTAL >> 152 28 61 48 8PESO TOTAL DE FIERRO>> 401.28 134.4 453.8 512.6 151.7 1654VOLUMEN DE HORMIGON VIGAS NIVEL 3er. Al 6to. (M3) >> 9.64VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 9.64OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS TERCER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H401 P1 6.19 2 1 2 10 12.4 8.44401 P2 3.55 1 1 1 10 3.6 2.42401 P3 5.79 2 1 2 10 11.6 7.90401 P4 5.41 2 1 2 8 10.8 4.76401 P5 1.05 19 1 19 6 19.95 4.83401 P6 1.05 18 1 18 6 18.9 4.57402 P1 7.98 2 1 2 10 16.0 10.88402 P2 3.79 1 1 1 12 3.8 3.71402 P3 7.63 3 1 3 12 22.9 22.41402 P4 7.2 2 1 2 8 14.4 6.34402 P5 1.05 18 1 18 6 18.9 4.57402 P6 1.05 19 1 19 6 19.95 4.83402 P7 1.05 18 1 18 6 18.9 4.57403 P1 7.88 2 1 2 12 15.8 15.43403 P2 4.22 2 1 2 12 8.4 8.26403 P3 7.68 2 1 2 12 15.4 15.04403 P4 1.25 17 1 17 6 21.25 5.14403 P5 1.25 17 1 17 6 21.25 5.14404 P1 4.27 2 1 2 10 8.5 5.82404 P2 3.97 3 1 3 10 11.9 8.12404 P3 1.05 18 1 18 6 18.9 4.57405 P1 4 4 1 4 10 16.0 10.91405 P2 4 4 1 4 12 16.0 15.66405 P3 1.15 31 1 31 6 35.65 8.63406 P1 4.3 2 1 2 10 8.6 5.87406 P2 4 3 1 3 10 12.0 8.18406 P3 1.05 18 1 18 6 18.9 4.57407 P1 7.73 2 1 2 12 15.5 15.14407 P2 5.56 1 1 1 12 5.6 5.44407 P3 7.63 3 1 3 12 22.9 22.41407 P4 3.93 1 1 1 12 3.9 3.85407 P5 7.2 2 1 2 8 14.4 6.34407 P6 1.05 19 1 19 6 19.95 4.83407 P7 1.05 17 1 17 6 17.85 4.32407 P8 1.05 27 1 27 6 28.35 6.86407 P9 1.05 9 1 9 6 9.45 2.29408 P1 2.26 2 1 2 12 4.5 4.43408 P2 1.94 1 1 1 12 1.9 1.90408 P3 2.06 3 1 3 10 6.2 4.21408 P4 1.7 2 1 2 8 3.4 1.50408 P5 1.05 14 1 14 6 14.7 3.56409 P1 2.46 2 1 2 10 4.9 3.36409 P2 2.06 2 1 2 10 4.1 2.81409 P3 1.7 2 1 2 8 3.4 1.50409 P4 1.05 17 1 17 6 17.85 4.32410 P1 7.73 2 1 2 12 15.5 15.14410 P2 6.02 2 1 2 16 12.0 20.93410 P3 7.68 3 1 3 12 23.0 22.56410 P4 3.93 1 1 1 12 3.9 3.85410 P5 7.2 2 1 2 8 14.4 6.34410 P6 1.25 19 1 19 6 23.75 5.75410 P7 1.25 14 1 14 6 17.5 4.24410 P8 1.25 26 1 26 6 32.5 7.87410 P9 1.25 9 1 9 6 11.25 2.72411 P1 4.4 2 1 2 10 8.8 6.00411 P2 4 3 1 3 10 12.0 8.18411 P3 1.05 19 1 19 6 19.95 4.83412 P1 4.3 5 1 5 10 21.5 14.66412 P2 1.66 2 1 2 10 3.3 2.26412 P3 4 5 1 5 10 20.0 13.64412 P4 1.15 29 1 29 6 33.35 8.07413 P1 2.66 3 1 3 10 8.0 5.44413 P2 2.46 3 1 3 10 7.4 5.03413 P3 1.99 2 1 2 8 4.0 1.75


ELEMENTO ESTRUCTURAL: VIGAS TERCER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H413 P4 1.05 19 1 19 6 19.95 4.83414 P1 7.47 3 1 3 10 22.4 15.28414 P2 4.12 1 1 1 10 4.1 2.81414 P3 7.07 3 1 3 10 21.2 14.47414 P4 6.69 2 1 2 8 13.4 5.89414 P5 1.05 18 1 18 6 18.9 4.57414 P6 1.05 12 1 12 6 12.6 3.05414 P7 1.05 10 1 10 6 10.5 2.54415 P1 7.88 2 1 2 12 15.8 15.43415 P2 5.65 2 1 2 12 11.3 11.06415 P3 7.68 2 1 2 12 15.4 15.04415 P4 5.11 1 1 1 12 5.1 5.00415 P5 1.25 18 1 18 6 22.5 5.45415 P6 1.25 2 1 2 6 2.5 0.61415 P7 1.25 4 1 4 8 5.0 2.20415 P8 1.25 11 1 11 6 13.75 3.33416 P1 3.54 5 1 5 10 17.7 12.07416 P2 3.54 5 1 5 10 17.7 12.07416 P3 1.15 10 1 10 6 11.5 2.78416 P4 1.15 17 1 17 6 19.55 4.73417 P1 4.23 3 1 3 10 12.7 8.65417 P2 1.91 1 1 1 10 1.9 1.30417 P3 4.23 3 1 3 10 12.7 8.65417 P4 3.85 2 1 2 8 7.7 3.39417 P5 1.05 21 1 21 6 22.05 5.34417 P6 1.05 17 1 17 6 17.85 4.32418 P1 3.91 2 1 2 10 7.8 5.33418 P2 3.76 3 1 3 10 11.3 7.69418 P3 1.05 16 1 16 6 16.8 4.07419 P1 3.58 5 1 5 10 17.9 12.21419 P2 1.71 3 1 3 10 5.1 3.50419 P3 3.58 5 1 5 10 17.9 12.21419 P4 1.15 24 1 24 6 27.6 6.68420 P1 8.86 2 1 2 10 17.7 12.09420 P2 3.85 1 1 1 10 3.9 2.63420 P3 8.46 2 1 2 10 16.9 11.54420 P4 8.08 2 1 2 8 16.2 7.11420 P5 1.05 18 1 18 6 18.9 4.57420 P6 1.05 17 1 17 6 17.85 4.32420 P7 1.05 16 1 16 6 16.8 4.07421 P1 9.83 3 1 3 10 29.5 20.11421 P2 2.75 3 1 3 10 8.3 5.63421 P3 1.66 1 1 1 12 1.7 1.63421 P4 7.99 3 1 3 10 24.0 16.35421 P5 4.65 3 1 3 10 14.0 9.51421 P6 11.5 2 1 2 8 23.0 10.12421 P7 0.75 2 1 2 8 1.5 0.66421 P8 1.05 17 1 17 6 17.85 4.32421 P9 1.05 22 1 22 6 23.1 5.59421 P10 1.05 1 1 1 6 1.05 0.25421 P11 1.05 29 1 29 6 30.45 7.37421 P12 1.05 35 1 35 6 36.75 8.89421 P13 1.05 2 1 2 6 2.1 0.51422 P1 11.91 3 1 3 10 35.7 24.37422 P2 4.35 1 1 1 12 4.4 4.26422 P3 11.64 3 1 3 10 34.9 23.82422 P4 4.64 2 1 2 8 9.3 4.08422 P5 1.05 16 1 16 6 16.8 4.07422 P6 1.05 15 1 15 6 15.75 3.81422 P7 1.05 24 1 24 6 25.2 6.10422 P8 1.05 17 1 17 6 17.85 4.32423 P1 1.75 2 1 2 10 3.5 2.39423 P2 1.35 2 1 2 10 2.7 1.84423 P3 0.97 2 1 2 8 1.9 0.85


ELEMENTO ESTRUCTURAL: VIGAS TERCER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H423 P4 1.05 10 1 10 6 10.5 2.54424 P1 4.2 2 1 2 10 8.4 5.73424 P2 3.8 3 1 3 10 11.4 7.77424 P3 3.42 2 1 2 8 6.8 3.01424 P4 1.05 11 1 11 6 11.55 2.80424 P5 1.05 14 1 14 6 14.7 3.56424 P6 1.05 11 1 11 6 11.55 2.80425 P1 2.04 2 1 2 10 4.1 2.78425 P2 1.64 2 1 2 10 3.3 2.24425 P3 1.26 2 1 2 8 2.5 1.11425 P4 1.05 13 1 13 6 13.65 3.30426 P1 11.18 3 1 3 12 33.5 32.84426 P2 10.71 3 1 3 12 32.1 31.46426 P3 3.23 3 1 3 12 9.7 9.49426 P4 2.27 2 1 2 12 4.5 4.44426 P5 1.56 1 1 1 12 1.6 1.53426 P6 10.43 2 1 2 12 20.9 20.42426 P7 8.96 1 1 1 12 9.0 8.77426 P8 9.07 2 1 2 12 18.1 17.76426 P9 5.1 2 1 2 12 10.2 9.99426 P10 5.66 2 1 2 12 11.3 11.08426 P11 10 2 1 2 8 20.0 8.80426 P12 12 2 1 2 8 24.0 10.56426 P13 1.68 2 1 2 8 3.4 1.48426 P14 1.25 7 1 7 6 8.75 2.12426 P15 1.25 16 1 16 6 20 4.84426 P16 1.25 24 1 24 6 30 7.26426 P17 1.25 19 1 19 6 23.75 5.75426 P18 1.25 10 1 10 6 12.5 3.03426 P19 1.25 13 1 13 6 16.25 3.93426 P20 1.05 10 1 10 6 10.5 2.54426 P21 1.05 17 1 17 6 17.85 4.32426 P22 1.05 21 1 21 6 22.05 5.34426 P23 1.05 1 1 1 6 1.05 0.25426 P24 1.05 13 1 13 6 13.65 3.30426 P25 1.05 17 1 17 6 17.85 4.32426 P26 1.05 37 1 37 6 38.85 9.40426 P27 1.05 2 1 2 8 2.1 0.92426 P28 1.05 2 1 2 6 2.1 0.51427 P1 5.54 2 1 2 12 11.1 10.85427 P2 1.82 2 1 2 12 3.6 3.56427 P3 5.24 2 1 2 12 10.5 10.26427 P4 4.76 2 1 2 8 9.5 4.19427 P5 1.05 10 1 10 6 10.5 2.54427 P6 1.05 35 1 35 6 36.75 8.89428 P1 4.2 2 1 2 12 8.4 8.22428 P2 3.9 3 1 3 12 11.7 11.45428 P3 2.92 1 1 1 12 2.9 2.86428 P4 3.42 2 1 2 8 6.8 3.01428 P5 1.1 5 1 5 6 5.5 1.33428 P6 1.1 13 1 13 6 14.3 3.46428 P7 1.1 5 1 5 6 5.5 1.33429 P1 9.86 3 1 3 10 29.6 20.17429 P2 3.43 3 1 3 10 10.3 7.02429 P3 7.99 3 1 3 10 24.0 16.35429 P4 5.1 3 1 3 10 15.3 10.43429 P5 11.5 2 1 2 8 23.0 10.12429 P6 1.16 2 1 2 8 2.3 1.02429 P7 1.05 24 1 24 6 25.2 6.10429 P8 1.05 24 1 24 6 25.2 6.10429 P9 1.05 16 1 16 6 16.8 4.07429 P10 1.05 35 1 35 6 36.75 8.89429 P11 1.05 2 1 2 6 2.1 0.51429 P12 1.05 4 1 4 6 4.2 1.02


ELEMENTO ESTRUCTURAL: VIGAS TERCER PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H430 P1 11.36 2 1 2 12 22.7 22.24430 P2 1.94 2 1 2 12 3.9 3.80430 P3 6.46 3 1 3 12 19.4 18.97430 P4 1.46 2 1 2 12 2.9 2.86430 P5 11.58 3 1 3 12 34.7 34.01430 P6 2.01 2 1 2 8 4.0 1.77430 P7 1.05 5 1 5 6 5.25 1.27430 P8 1.25 16 1 16 6 20 4.84430 P9 1.25 7 1 7 6 8.75 2.12430 P10 1.25 5 1 5 6 6.25 1.51430 P11 1.25 11 1 11 6 13.75 3.33430 P12 1.25 13 1 13 6 16.25 3.93431 P1 2.81 5 1 5 10 14.1 9.58431 P2 2.81 5 1 5 10 14.1 9.58431 P3 0.95 13 1 13 6 12.35 2.99431 P4 0.95 8 1 8 6 7.6 1.84432 P1 1.68 3 1 3 12 5.0 4.93432 P2 1.68 2 1 2 12 3.4 3.29432 P3 1.11 2 1 2 8 2.2 0.98432 P4 1.05 10 1 10 6 10.5 2.54433 P1 6.31 2 1 2 10 12.6 8.61433 P2 1.7 1 1 1 10 1.7 1.16433 P3 6.31 2 1 2 10 12.6 8.61433 P4 2.29 2 1 2 8 4.6 2.02433 P5 1.05 16 1 16 6 16.8 4.07433 P6 1.05 13 1 13 6 13.65 3.30433 P7 1.05 5 1 5 6 5.25 1.27

VESC-1 P1 5.14 2 1 2 10 10.3 7.01VESC-1 P2 4.74 2 1 2 10 9.5 6.47VESC-1 P3 4.34 2 1 2 8 8.7 3.82VESC-1 P4 1.05 44 1 44 6 46.2 11.18VESC-2 P1 5.17 2 1 2 10 10.3 7.05VESC-2 P2 4.77 2 1 2 10 9.5 6.51VESC-2 P3 4.37 2 1 2 8 8.7 3.85VESC-2 P4 1.05 44 1 44 6 46.2 11.18VESC-3 P1 4.46 4 1 4 10 17.8 12.17VESC-3 P2 4.36 4 1 4 10 17.4 11.89VESC-3 P3 1.05 3 1 3 6 3.15 0.76VESC-3 P4 1.05 13 1 13 6 13.65 3.30VESC-3 P5 1.05 3 1 3 6 3.15 0.76 9.67

11



ELEMENTO ESTRUCTURAL: VIGAS CUARTO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H501 P1 6.19 2 1 2 10 12.4 8.44501 P2 3.52 1 1 1 10 3.5 2.40501 P3 5.79 2 1 2 10 11.6 7.90501 P4 5.41 2 1 2 8 10.8 4.76501 P5 1.05 19 1 19 6 19.95 4.83501 P6 1.05 18 1 18 6 18.9 4.57502 P1 7.98 2 1 2 10 16.0 10.88502 P2 3.76 1 1 1 12 3.8 3.68502 P3 7.63 3 1 3 12 22.9 22.41502 P4 7.2 2 1 2 8 14.4 6.34502 P5 1.05 18 1 18 6 18.9 4.57502 P6 1.05 19 1 19 6 19.95 4.83502 P7 1.05 18 1 18 6 18.9 4.57503 P1 7.78 3 1 3 10 23.3 15.92503 P2 3.55 1 1 1 10 3.6 2.42503 P3 7.58 3 1 3 10 22.7 15.51503 P4 1.25 17 1 17 6 21.25 5.14503 P5 1.25 17 1 17 6 21.25 5.14504 P1 4.27 2 1 2 10 8.5 5.82504 P2 3.97 3 1 3 10 11.9 8.12504 P3 1.05 18 1 18 6 18.9 4.57505 P1 4 4 1 4 10 16.0 10.91505 P2 4 4 1 4 12 16.0 15.66505 P3 1.15 31 1 31 6 35.65 8.63506 P1 4.3 2 1 2 10 8.6 5.87506 P2 4 3 1 3 10 12.0 8.18506 P3 1.05 18 1 18 6 18.9 4.57507 P1 7.73 2 1 2 12 15.5 15.14507 P2 4.02 1 1 1 12 4.0 3.94507 P3 7.68 3 1 3 12 23.0 22.56507 P4 3.93 1 1 1 12 3.9 3.85507 P5 7.2 2 1 2 8 14.4 6.34507 P6 1.05 19 1 19 6 19.95 4.83507 P7 1.05 17 1 17 6 17.85 4.32507 P8 1.05 27 1 27 6 28.35 6.86507 P9 1.05 9 1 9 6 9.45 2.29508 P1 2.26 3 1 3 10 6.8 4.62508 P2 1.91 1 1 1 10 1.9 1.30508 P3 2.06 4 1 4 10 8.2 5.62508 P4 1.7 2 1 2 8 3.4 1.50508 P5 1.1 14 1 14 6 15.4 3.73509 P1 2.46 3 1 3 10 7.4 5.03509 P2 2.06 3 1 3 10 6.2 4.21509 P3 1.7 2 1 2 8 3.4 1.50509 P4 1.1 17 1 17 6 18.7 4.53510 P1 7.73 2 1 2 12 15.5 15.14510 P2 4.09 3 1 3 12 12.3 12.01510 P3 7.68 3 1 3 12 23.0 22.56510 P4 2.69 1 1 1 12 2.7 2.63510 P5 7.2 2 1 2 8 14.4 6.34510 P6 1.25 19 1 19 6 23.75 5.75510 P7 1.25 14 1 14 6 17.5 4.24510 P8 1.25 26 1 26 6 32.5 7.87510 P9 1.25 9 1 9 6 11.25 2.72511 P1 4.6 2 1 2 12 9.2 9.01511 P2 4.1 5 1 5 12 20.5 20.07511 P3 3.62 2 1 2 8 7.2 3.19511 P4 1.25 25 1 25 6 31.25 7.56511 P5 1.25 13 1 13 6 16.25 3.93512 P1 4.3 2 1 2 12 8.6 8.42512 P2 4.1 4 1 4 12 16.4 16.06512 P3 3.62 2 1 2 8 7.2 3.19512 P4 1.25 24 1 24 6 30 7.26512 P5 1.25 12 1 12 6 15 3.63


ELEMENTO ESTRUCTURAL: VIGAS CUARTO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H513 P1 2.66 2 1 2 10 5.3 3.63513 P2 2.46 2 1 2 10 4.9 3.36513 P3 2.08 2 1 2 8 4.2 1.83513 P4 1.05 20 1 20 6 21 5.08514 P1 4.1 5 1 5 12 20.5 20.07514 P2 1.53 1 1 1 12 1.5 1.50514 P3 4.1 6 1 6 12 24.6 24.08514 P4 1.4 16 1 16 6 22.4 5.42514 P5 1.4 9 1 9 6 12.6 3.05515 P1 5.39 3 1 3 10 16.2 11.03515 P2 2.44 2 1 2 10 4.9 3.33515 P3 4.99 3 1 3 10 15.0 10.21515 P4 4.61 2 1 2 8 9.2 4.06515 P5 1.05 18 1 18 6 18.9 4.57515 P6 1.05 11 1 11 6 11.55 2.80516 P1 10.71 2 1 2 12 21.4 20.97516 P2 3.84 3 1 3 12 11.5 11.28516 P3 7.63 2 1 2 12 15.3 14.94516 P4 5.16 2 1 2 12 10.3 10.10516 P5 3.47 2 1 2 12 6.9 6.79516 P6 7.2 2 1 2 8 14.4 6.34516 P7 3.13 2 1 2 8 6.3 2.75516 P8 1.25 24 1 24 6 30 7.26516 P9 1.25 13 1 13 6 16.25 3.93516 P10 1.25 3 1 3 6 3.75 0.91516 P11 1.25 8 1 8 6 10 2.42516 P12 1.25 11 1 11 6 13.75 3.33516 P13 1.05 10 1 10 6 10.5 2.54516 P14 1.05 21 1 21 6 22.05 5.34517 P1 4.23 2 1 2 10 8.5 5.77517 P2 1.91 1 1 1 10 1.9 1.30517 P3 4.23 3 1 3 10 12.7 8.65517 P4 3.85 2 1 2 8 7.7 3.39517 P5 1.05 21 1 21 6 22.05 5.34517 P6 1.05 17 1 17 6 17.85 4.32518 P1 6.99 2 1 2 10 14.0 9.53518 P2 2.02 2 1 2 10 4.0 2.76518 P3 6.94 3 1 3 10 20.8 14.20518 P4 1.05 16 1 16 6 16.8 4.07518 P5 1.05 15 1 15 6 15.75 3.81519 P1 8.86 2 1 2 10 17.7 12.09519 P2 3.85 1 1 1 10 3.9 2.63519 P3 8.46 2 1 2 10 16.9 11.54519 P4 8.08 2 1 2 8 16.2 7.11519 P5 1.05 18 1 18 6 18.9 4.57519 P6 1.05 17 1 17 6 17.85 4.32519 P7 1.05 16 1 16 6 16.8 4.07520 P1 9.86 3 1 3 10 29.6 20.17520 P2 2.78 3 1 3 10 8.3 5.69520 P3 1.86 1 1 1 12 1.9 1.82520 P4 7.99 3 1 3 10 24.0 16.35520 P5 4.65 3 1 3 10 14.0 9.51520 P6 11.5 2 1 2 8 23.0 10.12520 P7 0.75 2 1 2 8 1.5 0.66520 P8 1.05 17 1 17 6 17.85 4.32520 P9 1.05 22 1 22 6 23.1 5.59520 P10 1.05 1 1 1 6 1.05 0.25520 P11 1.05 29 1 29 6 30.45 7.37520 P12 1.05 35 1 35 6 36.75 8.89520 P13 1.05 2 1 2 6 2.1 0.51521 P1 11.76 2 1 2 10 23.5 16.04521 P2 7.87 1 1 1 10 7.9 5.37521 P3 4 2 1 2 10 8.0 5.46521 P4 7.99 2 1 2 12 16.0 15.64


ELEMENTO ESTRUCTURAL: VIGAS CUARTO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H521 P5 6.48 1 1 1 10 6.5 4.42521 P6 7.6 2 1 2 8 15.2 6.69521 P7 1.05 16 1 16 6 16.8 4.07521 P8 1.25 14 1 14 6 17.5 4.24521 P9 1.25 15 1 15 6 18.75 4.54521 P10 1.25 12 1 12 6 15 3.63521 P11 1.25 17 1 17 6 21.25 5.14522 P1 1.75 2 1 2 10 3.5 2.39522 P2 1.35 2 1 2 10 2.7 1.84522 P3 0.97 2 1 2 8 1.9 0.85522 P4 1.05 10 1 10 6 10.5 2.54523 P1 4.2 2 1 2 10 8.4 5.73523 P2 3.9 4 1 4 12 15.6 15.27523 P3 3.42 2 1 2 8 6.8 3.01523 P4 1.05 11 1 11 6 11.55 2.80523 P5 1.05 14 1 14 6 14.7 3.56523 P6 1.05 11 1 11 6 11.55 2.80524 P1 2.04 2 1 2 10 4.1 2.78524 P2 1.64 2 1 2 10 3.3 2.24524 P3 1.26 2 1 2 8 2.5 1.11524 P4 1.05 13 1 13 6 13.65 3.30525 P1 6.13 5 1 5 12 30.7 30.01525 P2 6.13 5 1 5 12 30.7 30.01525 P3 3.36 2 1 2 12 6.7 6.58525 P4 1.4 10 1 10 6 14 3.39525 P5 1.4 11 1 11 6 15.4 3.73525 P6 1.4 17 1 17 6 23.8 5.76526 P1 5.34 3 1 3 10 16.0 10.93526 P2 2.01 1 1 1 10 2.0 1.37526 P3 5.14 4 1 4 10 20.6 14.02526 P4 4.76 2 1 2 8 9.5 4.19526 P5 1.1 37 1 37 6 40.7 9.85526 P6 1.1 2 1 2 8 2.2 0.97526 P7 1.1 4 1 4 6 4.4 1.06527 P1 11.18 3 1 3 12 33.5 32.84527 P2 8.56 3 1 3 12 25.7 25.14527 P3 3.51 2 1 2 16 7.0 12.20527 P4 1.86 1 1 1 12 1.9 1.82527 P5 10.43 3 1 3 12 31.3 30.63527 P6 6.9 1 1 1 12 6.9 6.76527 P7 9.19 2 1 2 12 18.4 17.99527 P8 5.66 2 1 2 12 11.3 11.08527 P9 10 2 1 2 8 20.0 8.80527 P10 8.62 2 1 2 8 17.2 7.59527 P11 1.25 7 1 7 6 8.75 2.12527 P12 1.25 2 1 2 6 2.5 0.61527 P13 1.25 15 1 15 6 18.75 4.54527 P14 1.25 12 1 12 6 15 3.63527 P15 1.25 19 1 19 6 23.75 5.75527 P16 1.25 10 1 10 6 12.5 3.03527 P17 1.25 13 1 13 6 16.25 3.93527 P18 1.05 10 1 10 6 10.5 2.54527 P19 1.05 17 1 17 6 17.85 4.32527 P20 1.05 21 1 21 6 22.05 5.34527 P21 1.05 1 1 1 6 1.05 0.25527 P22 1.05 13 1 13 6 13.65 3.30527 P23 1.05 17 1 17 6 17.85 4.32528 P1 5.54 3 1 3 12 16.6 16.27528 P2 1.82 1 1 1 12 1.8 1.78528 P3 5.24 3 1 3 12 15.7 15.39528 P4 4.76 2 1 2 8 9.5 4.19528 P5 1.05 10 1 10 6 10.5 2.54528 P6 1.05 35 1 35 6 36.75 8.89529 P1 4.2 2 1 2 12 8.4 8.22


ELEMENTO ESTRUCTURAL: VIGAS CUARTO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H529 P2 3.9 2 1 2 12 7.8 7.64529 P3 2.92 2 1 2 12 5.8 5.72529 P4 3.42 2 1 2 8 6.8 3.01529 P5 1.1 5 1 5 6 5.5 1.33529 P6 1.1 26 1 26 6 28.6 6.92529 P7 1.1 5 1 5 6 5.5 1.33530 P1 9.83 2 1 2 10 19.7 13.41530 P2 3.4 2 1 2 10 6.8 4.64530 P3 4.89 2 1 2 10 9.8 6.67530 P4 7.94 3 1 3 10 23.8 16.25530 P5 5.1 3 1 3 10 15.3 10.43530 P6 3.76 1 1 1 10 3.8 2.56530 P7 11.5 2 1 2 8 23.0 10.12530 P8 1.16 2 1 2 8 2.3 1.02530 P9 1.05 24 1 24 6 25.2 6.10530 P10 1.05 24 1 24 6 25.2 6.10530 P11 1.05 16 1 16 6 16.8 4.07530 P12 1.05 35 1 35 6 36.75 8.89530 P13 1.05 2 1 2 6 2.1 0.51530 P14 1.05 4 1 4 6 4.2 1.02531 P1 11.36 2 1 2 12 22.7 22.24531 P2 1.94 2 1 2 12 3.9 3.80531 P3 9.07 2 1 2 12 18.1 17.76531 P4 1.52 2 1 2 12 3.0 2.98531 P5 11.81 2 1 2 12 23.6 23.12531 P6 0.98 2 1 2 8 2.0 0.86531 P7 5.79 2 1 2 8 11.6 5.10531 P8 1.05 10 1 10 6 10.5 2.54531 P9 1.25 31 1 31 6 38.75 9.38531 P10 1.25 7 1 7 6 8.75 2.12531 P11 1.25 5 1 5 6 6.25 1.51531 P12 1.25 11 1 11 6 13.75 3.33531 P13 1.25 13 1 13 6 16.25 3.93532 P1 2.93 3 1 3 10 8.8 5.99532 P2 2.53 3 1 3 10 7.6 5.18532 P3 2.15 2 1 2 8 4.3 1.89532 P4 1.05 14 1 14 6 14.7 3.56532 P5 1.05 9 1 9 6 9.45 2.29533 P1 1.83 3 1 3 10 5.5 3.74533 P2 1.41 2 1 2 10 2.8 1.92533 P3 0.97 2 1 2 8 1.9 0.85533 P4 1.05 10 1 10 6 10.5 2.54534 P1 6.41 2 1 2 10 12.8 8.74534 P2 1.65 1 1 1 10 1.7 1.13534 P3 6.31 3 1 3 10 18.9 12.91534 P4 2.15 2 1 2 8 4.3 1.89534 P5 1.05 16 1 16 6 16.8 4.07534 P6 1.05 18 1 18 6 18.9 4.57

VESC-1 P1 5.14 2 1 2 10 10.3 7.01VESC-1 P2 4.74 3 1 3 10 14.2 9.70VESC-1 P3 4.34 2 1 2 8 8.7 3.82VESC-1 P4 1.05 44 1 44 6 46.2 11.18VESC-2 P1 5.17 2 1 2 10 10.3 7.05VESC-2 P2 4.77 3 1 3 10 14.3 9.76VESC-2 P3 4.37 2 1 2 8 8.7 3.85VESC-2 P4 1.05 7 1 7 6 7.35 1.78VESC-2 P5 1.05 32 1 32 6 33.6 8.13VESC-3 P1 4.46 4 1 4 10 17.8 12.17VESC-3 P2 4.56 4 1 4 10 18.2 12.44VESC-3 P3 4.06 2 1 2 8 8.1 3.57VESC-3 P4 1.05 4 1 4 6 4.2 1.02VESC-3 P5 1.05 26 1 26 6 27.3 6.61VESC-3 P6 1.05 4 1 4 6 4.2 1.02 10.65

1


ELEMENTO ESTRUCTURAL: VIGAS CUARTO PISOVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H



ELEMENTO ESTRUCTURAL: VIGAS CUBIERTAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H601 P1 4.2 2 1 2 10 8.4 5.73601 P2 4 2 1 2 10 8.0 5.46601 P3 1.05 18 1 18 6 18.9 4.57602 P1 4.2 4 1 4 10 16.8 11.46602 P2 0.95 1 1 1 10 1.0 0.65602 P3 4 5 1 5 10 20.0 13.64602 P4 1.1 32 1 32 6 35.2 8.52603 P1 4.4 2 1 2 10 8.8 6.00603 P2 4 2 1 2 10 8.0 5.46603 P3 1.05 19 1 19 6 19.95 4.83604 P1 6.1 2 1 2 12 12.2 11.94604 P2 3.51 2 1 2 12 7.0 6.87604 P3 5.95 4 1 4 16 23.8 41.36604 P4 3.74 1 1 1 16 3.7 6.50604 P5 5.27 2 1 2 8 10.5 4.64604 P6 1.3 17 1 17 6 22.1 5.35604 P7 1.3 18 1 18 6 23.4 5.66604 P8 1.3 6 1 6 8 7.8 3.43605 P1 2.06 2 1 2 10 4.1 2.81605 P2 2.06 2 1 2 10 4.1 2.81605 P3 1.65 2 1 2 8 3.3 1.45605 P4 1.05 10 1 10 6 10.5 2.54606 P1 2.26 2 1 2 10 4.5 3.08606 P2 2.06 2 1 2 10 4.1 2.81606 P3 1.05 7 1 7 6 7.35 1.78607 P1 6.1 2 1 2 12 12.2 11.94607 P2 4.01 3 1 3 16 12.0 20.91607 P3 5.95 3 1 3 16 17.9 31.02607 P4 3.98 1 1 1 16 4.0 6.92607 P5 5.27 2 1 2 8 10.5 4.64607 P6 1.3 5 1 5 6 6.5 1.57607 P7 1.3 9 1 9 6 11.7 2.83607 P8 1.3 20 1 20 6 26 6.29607 P9 1.3 9 1 9 6 11.7 2.83608 P1 5.47 2 1 2 10 10.9 7.46608 P2 5.17 3 1 3 10 15.5 10.58608 P3 1.05 24 1 24 6 25.2 6.10609 P1 4.26 2 1 2 10 8.5 5.81609 P2 3.96 3 1 3 10 11.9 8.10609 P3 3.45 2 1 2 8 6.9 3.04609 P4 1.05 10 1 10 6 10.5 2.54609 P5 1.05 6 1 6 6 6.3 1.52609 P6 1.05 10 1 10 6 10.5 2.54610 P1 6.96 3 1 3 10 20.9 14.24610 P2 6.66 3 1 3 10 20.0 13.63610 P3 1.05 19 1 19 6 19.95 4.83610 P4 1.05 10 1 10 6 10.5 2.54611 P1 2.96 2 1 2 10 5.9 4.04611 P2 2.81 2 1 2 10 5.6 3.83611 P3 2.42 2 1 2 8 4.8 2.13611 P4 1.05 10 1 10 6 10.5 2.54611 P5 1.05 7 1 7 6 7.35 1.78612 P1 11.59 2 1 2 12 23.2 22.69612 P2 3.12 1 1 1 12 3.1 3.05612 P3 6.11 2 1 2 16 12.2 21.24612 P4 5.73 1 1 1 12 5.7 5.61612 P5 6.11 2 1 2 12 12.2 11.96612 P6 5.36 2 1 2 8 10.7 4.72612 P7 5.72 2 1 2 8 11.4 5.03612 P8 1.25 10 1 10 6 12.5 3.03612 P9 1.25 17 1 17 6 21.25 5.14612 P10 1.25 11 1 11 6 13.75 3.33612 P11 1.05 8 1 8 6 8.4 2.03612 P12 1.05 23 1 23 6 24.15 5.84


ELEMENTO ESTRUCTURAL: VIGAS CUBIERTAVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H612 P13 1.05 18 1 18 6 18.9 4.57613 P1 4.26 3 1 3 10 12.8 8.72613 P2 3.86 3 1 3 10 11.6 7.90613 P3 3.45 2 1 2 8 6.9 3.04613 P4 1.1 5 1 5 6 5.5 1.33613 P5 1.1 13 1 13 6 14.3 3.46613 P6 1.1 5 1 5 6 5.5 1.33614 P1 6.86 2 1 2 10 13.7 9.36614 P2 1.25 1 1 1 10 1.3 0.85614 P3 6.66 3 1 3 10 20.0 13.63614 P4 6.26 2 1 2 8 12.5 5.51614 P5 1.05 5 1 5 6 5.25 1.27614 P6 1.05 11 1 11 6 11.55 2.80614 P7 1.05 26 1 26 6 27.3 6.61615 P1 10.44 2 1 2 10 20.9 14.24615 P2 1.32 1 1 1 10 1.3 0.90615 P3 10.44 2 1 2 10 20.9 14.24615 P4 10.04 2 1 2 8 20.1 8.84615 P5 1.05 24 1 24 6 25.2 6.10615 P6 1.05 22 1 22 6 23.1 5.59615 P7 1.05 3 1 3 6 3.15 0.76615 P8 1.05 16 1 16 6 16.8 4.07615 P9 1.05 18 1 18 6 18.9 4.57

VESC-1 P1 5.14 2 1 2 10 10.3 7.01VESC-1 P2 4.74 3 1 3 10 14.2 9.70VESC-1 P3 4.34 2 1 2 8 8.7 3.82VESC-1 P4 1.05 7 1 7 6 7.35 1.78VESC-1 P5 1.05 31 1 31 6 32.55 7.88VESC-2 P1 5.17 2 1 2 10 10.3 7.05VESC-2 P2 4.77 3 1 3 10 14.3 9.76VESC-2 P3 4.37 2 1 2 8 8.7 3.85VESC-2 P4 1.05 7 1 7 6 7.35 1.78VESC-2 P5 1.05 32 1 32 6 33.6 8.13VESC-3 P1 4.36 2 1 2 10 8.7 5.95VESC-3 P2 4.46 3 1 3 10 13.4 9.13VESC-3 P3 4.06 2 1 2 8 8.1 3.57VESC-3 P4 1.05 4 1 4 6 4.2 1.02VESC-3 P5 1.05 26 1 26 6 27.3 6.61VESC-3 P6 1.05 4 1 4 6 4.2 1.02 4.10

11

LONGITUD TOTAL DE BARRAS DE CUBIERTA >> 732.77 144.2 396.792 83.237 80.982LONGITUD TOTAL DE BARRAS >> 732.77 144.2 396.792 83.237 80.982NUMERO DE BARRAS (10 % DE PERDIDA) CUBIERTA >> 62 13 34 7 7NUMERO DE BARRAS TOTAL >> 62 13 34 7 7PESO TOTAL DE FIERRO>> 163.68 62.4 253.0 74.8 132.7 687VOLUMEN DE HORMIGON VIGAS DE CUBIERTA (M3) >> 4.10VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 4.10OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS DEL ASCENSORVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H701 P1 2.26 2 1 2 10 4.5 3.08701 P2 2.06 2 1 2 10 4.1 2.81701 P3 1.05 5 1 5 6 5.25 1.27702 P1 2.26 2 1 2 10 4.5 3.08702 P2 2.06 2 1 2 10 4.1 2.81702 P3 1.05 7 1 7 6 7.35 1.78703 P1 1.96 2 1 2 10 3.9 2.67703 P2 1.76 2 1 2 10 3.5 2.40703 P3 1.05 6 1 6 6 6.3 1.52704 P1 2.91 2 1 2 10 5.8 3.97704 P2 2.86 3 1 3 10 8.6 5.85704 P3 2.47 2 1 2 8 4.9 2.17704 P4 1.05 10 1 10 6 10.5 2.54704 P5 1.05 13 1 13 6 13.65 3.30 0.28

11

LONGITUD TOTAL DE BARRAS TANQUE DE AGUA >> 47.355 5.434 43.03LONGITUD TOTAL DE BARRAS >> 47.355 5.434 43.03NUMERO DE BARRAS (10 % DE PERDIDA)TANQ. DE AGUA>> 4 1 4NUMERO DE BARRAS TOTAL >> 4 1 4PESO TOTAL DE FIERRO>> 10.56 4.8 29.8 45VOLUMEN DE HORMIGON VIGAS TANQUE DE AGUA (M3) >> 0.28VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 0.28OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA


ELEMENTO ESTRUCTURAL: VIGAS DEL TANQUEVIGA POSICION LONG N Baras. N Piez. Tot 6 8 10 12 16 20 25 PESO Vol.H801 P1 3.24 3 1 3 10 9.7 6.63801 P2 3.04 4 1 4 10 12.2 8.29801 P3 2.63 2 1 2 8 5.3 2.31801 P4 1.1 23 1 23 6 25.3 6.12802 P1 2.05 2 1 2 10 4.1 2.80802 P2 2.05 2 1 2 10 4.1 2.80802 P3 1.66 2 1 2 8 3.3 1.46802 P4 1.05 10 1 10 6 10.5 2.54803 P1 3.43 2 1 2 10 6.9 4.68803 P2 3.13 4 1 4 12 12.5 12.26803 P3 1.1 15 1 15 6 16.5 3.99804 P1 2.26 2 1 2 10 4.5 3.08804 P2 2.06 2 1 2 10 4.1 2.81804 P3 1.05 7 1 7 6 7.35 1.78805 P1 3.02 3 1 3 10 9.1 6.18805 P2 3.09 3 1 3 10 9.3 6.32805 P3 2.63 2 1 2 8 5.3 2.31805 P4 1.1 23 1 23 6 25.3 6.12806 P1 1.96 2 1 2 10 3.9 2.67806 P2 1.76 2 1 2 10 3.5 2.40806 P3 1.05 6 1 6 6 6.3 1.52807 P1 4.25 2 1 2 12 8.5 8.32807 P2 2.45 3 1 3 12 7.4 7.20807 P3 3.95 2 1 2 12 7.9 7.73807 P4 2.07 1 1 1 12 2.1 2.03807 P5 3.45 2 1 2 8 6.9 3.04807 P6 1.2 10 1 10 6 12 2.90807 P7 1.2 4 1 4 6 4.8 1.16807 P8 1.2 4 1 4 8 4.8 2.11807 P9 1.2 10 1 10 6 12 2.90808 P1 4.06 2 1 2 12 8.1 7.95808 P2 4.16 3 1 3 16 12.5 21.69808 P3 3.96 2 1 2 12 7.9 7.75808 P4 1.2 11 1 11 6 13.2 3.19808 P5 1.2 12 1 12 6 14.4 3.48 1.04

11

LONGITUD TOTAL DE BARRAS TANQUE DE AGUA >> 162.42 28.09 78.49 59.818 13.728LONGITUD TOTAL DE BARRAS >> 162.42 28.09 78.49 59.818 13.728NUMERO DE BARRAS (10 % DE PERDIDA)TANQ. DE AGUA>> 14 3 7 5 2NUMERO DE BARRAS TOTAL >> 14 3 7 5 2PESO TOTAL DE FIERRO>> 36.96 14.4 52.1 53.4 37.9 195VOLUMEN DE HORMIGON VIGAS TANQUE DE AGUA (M3) >> 1.04VOLUMEN TOTAL DE HORMIGON A UTILIZARSE (M3) >> 1.04OBS: ESTOS COMPUTOS DEBERAN SER REVISADOS Y VERIFICADOS EN OBRA

computos de estructura edificio cronenbold

Documents

barras total

total de barras

barras columnas nivel

barras escaleras

barras vigas de cubierta

barras vigas de asc

barras vigas primer

barras losa de cubierta