metrado losas

ALIGERADO H = 0.20

Partidas Total Unidad

Ladrillos 43750.00 undConcreto f'c = 210 kg/cm2 364.67 m3Acero 4343.32 kgEncofrado 4862.31 m2

MACIZA H = 0.20

Partidas Total Unidad

Concreto f'c = 210 kg/cm2 41.04 m3Acero 2515.99 kgEncofrado 205.20 m2

MACIZA H = 0.15

Partidas Total Unidad

Concreto f'c = 210 kg/cm2 1.75 m3Acero 59.23 kgEncofrado 11.68 m2

1784.73723.725508.42

ALIGERADO H = 0.20

Partidas Total

Ladrillos 33336.00Concreto f'c = 210 kg/cm2 277.88Acero 1/4" 3309.32Encofrado 3705.11

ALIGERADO H = 0.20

Descripción Para 1 m2

Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89

Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00

ALIGERADO H = 0.20

Unidad

undm3kgm2

ALIGERADO H = 0.20

Sumar dobles A° bordesEjes letras Ejes números

Área Sub-totalInicial Final Inicial Final

H L 1 2 42.94 386.00H L 1 2 42.94 3.22

0.36 H L 1 2 42.94 38.49H L 1 2 42.94 42.94H L 2 6' 108.76 979.00H L 2 6' 108.76 8.16

0.36 H L 2 6' 108.76 96.93H L 2 6' 108.76 108.76H L 6' 7 42.94 386.00H L 6' 7 42.94 3.22

0.36 H L 6' 7 42.94 38.49H L 6' 7 42.94 42.94H L 8 9 43.70 393.00H L 8 9 43.70 3.28

0.36 H L 8 9 43.70 39.16H L 8 9 43.70 43.70H L 9 13' 104.00 936.00H L 9 13' 104.00 7.80

0.36 H L 9 13' 104.00 92.71H L 9 13' 104.00 104.00H L 13 14 43.02 387.00H L 13 14 43.02 3.23

0.36 H L 13 14 43.02 38.56H L 13 14 43.02 43.02H L 14 15 106.79 961.00H L 14 15 106.79 8.01

0.36 H L 14 15 106.79 95.19H L 14 15 106.79 106.79H L 15 17 36.09 325.00H L 15 17 36.09 2.71

0.36 H L 15 17 36.09 32.40H L 15 17 36.09 36.09H L 17 18 89.27 803.00H L 17 18 89.27 6.70

0.36 H L 17 18 89.27 79.63

H L 17 18 89.27 89.27B F 1 2 42.94 386.00B F 1 2 42.94 3.22

0.36 B F 1 2 42.94 38.49B F 1 2 42.94 42.94B F 2 6' 108.76 979.00B F 2 6' 108.76 8.16

0.36 B F 2 6' 108.76 96.93B F 2 6' 108.76 108.76B F 6' 7 42.94 386.00B F 6' 7 42.94 3.22

0.36 B F 6' 7 42.94 38.49B F 6' 7 42.94 42.94B F 8 9 43.70 393.00B F 8 9 43.70 3.28

0.36 B F 8 9 43.70 39.16B F 8 9 43.70 43.70B F 9 13' 104.00 936.00B F 9 13' 104.00 7.80

0.36 B F 9 13' 104.00 92.71B F 9 13' 104.00 104.00B F 13 14 43.02 387.00B F 13 14 43.02 3.23

0.36 B F 13 14 43.02 38.56B F 13 14 43.02 43.02B F 14 15 106.79 961.00B F 14 15 106.79 8.01

0.36 B F 14 15 106.79 95.19B F 14 15 106.79 106.79B F 15 17 36.09 325.00B F 15 17 36.09 2.71

0.36 B F 15 17 36.09 32.40B F 15 17 36.09 36.09B F 17 18 89.27 803.00B F 17 18 89.27 6.70

0.36 B F 17 18 89.27 79.63B F 17 18 89.27 89.27

ALIGERADO H = 0.20

N° de pisos Total Unidad

3 1158.00 und3 9.66 m33 115.47 kg3 128.83 m23 2937.00 und3 24.47 m33 290.80 kg3 326.27 m23 1158.00 und3 9.66 m33 115.47 kg3 128.83 m23 1179.00 und3 9.83 m33 117.49 kg3 131.11 m23 2808.00 und3 23.40 m33 278.13 kg3 312.00 m23 1161.00 und3 9.68 m33 115.68 kg3 129.07 m23 2883.00 und3 24.03 m33 285.56 kg3 320.37 m23 975.00 und3 8.12 m33 97.20 kg3 108.26 m23 2409.00 und3 20.09 m33 238.88 kg

3 267.81 m23 1158.00 und3 9.66 m33 115.47 kg3 128.83 m23 2937.00 und3 24.47 m33 290.80 kg3 326.27 m23 1158.00 und3 9.66 m33 115.47 kg3 128.83 m23 1179.00 und3 9.83 m33 117.49 kg3 131.11 m23 2808.00 und3 23.40 m33 278.13 kg3 312.00 m23 1161.00 und3 9.68 m33 115.68 kg3 129.07 m23 2883.00 und3 24.03 m33 285.56 kg3 320.37 m23 975.00 und3 8.12 m33 97.20 kg3 108.26 m23 2409.00 und3 20.09 m33 238.88 kg3 267.81 m2

ALIGERADO H = 0.20

Partidas Total

Ladrillos 10414.00Concreto f'c = 210 kg/cm2 86.79Acero 1/4" 1033.99Encofrado 1157.20

ALIGERADO H = 0.20

Descripción Para 1 m2

Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89Encofrado 1.00Ladrillos 9.00Concreto f'c = 210 kg/cm2 0.08Acero 1/4" 0.89

Encofrado 1.00

MACIZA H = 0.20

Descripción Para 1 m2

Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00Concreto f'c = 210 kg/cm2 0.20Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00

MACIZA H = 0.15

Descripción Para 1 m2

Concreto f'c = 210 kg/cm2 0.15Acero 3/8" 0.56Acero 1/2" 0.99Encofrado 1.00

ALIGERADO H = 0.20 MACIZA H = 0.20

Unidad Partidas Total

und Concreto f'c = 210 kg/cm2 41.04m3 Acero 3/8" 2176.43kg Acero 1/2" 339.56m2 Encofrado 205.20

ALIGERADO H = 0.20

Sumar dobles A° bordesEjes letras Ejes números

Inicial Final Inicial

A F 1A F 1

0.36 A F 1A F 1A F 2'A F 2'

0.36 A F 2'A F 2'A F 6'A F 6'

0.36 A F 6'A F 6'A F 7A F 7

0.36 A F 7A F 7A F 8A F 8

0.36 A F 8A F 8A F 9'A F 9'

0.36 A F 9'A F 9'A F 14A F 14

0.36 A F 14A F 14A F 15A F 15

0.36 A F 15A F 15A F 17A F 17

0.36 A F 17

A F 17

MACIZA H = 0.20

Sumar dobles A° bordesEjes letras Ejes números

Inicial Final Inicial

A F 1A F 1A F 1A F 1A F 2'A F 2'A F 2'A F 2'A F 6A F 6A F 6A F 6A F 7A F 7A F 7A F 7A F 8A F 8A F 8A F 8A F 9A F 9A F 9A F 9A F 13'A F 13'A F 13'A F 13'A F 14A F 14A F 14A F 14A F 15A F 15A F 15A F 15A F 17A F 17A F 17A F 17

MACIZA H = 0.15

Sumar dobles A° bordesEjes letras Ejes números

Inicial Final Inicial

A F 7A F 7A F 7A F 7

MACIZA H = 0.20 MACIZA H = 0.15

Unidad Partidas Total Unidad

m3 Concreto f'c = 210 kg/cm2 1.75 m3kg Acero 3/8" 59.23 kgkg Acero 1/2" 0.00 kgm2 Encofrado 11.68 m2

ALIGERADO H = 0.20Ejes números

Área Sub-total N° de sótanos TotalFinal

2' 43.30 390.00 1 390.002' 43.30 3.25 1 3.252' 43.30 38.80 1 38.802' 43.30 43.30 1 43.306' 123.88 1115.00 1 1115.006' 123.88 9.29 1 9.296' 123.88 110.36 1 110.366' 123.88 123.88 1 123.887 15.02 135.00 1 135.007 15.02 1.13 1 1.137 15.02 13.69 1 13.697 15.02 15.02 1 15.028 43.70 393.00 1 393.008 43.70 3.28 1 3.288 43.70 39.16 1 39.168 43.70 43.70 1 43.709' 31.90 287.00 1 287.009' 31.90 2.39 1 2.399' 31.90 28.68 1 28.689' 31.90 31.90 1 31.90

13' 43.02 387.00 1 387.0013' 43.02 3.23 1 3.2313' 43.02 38.56 1 38.5613' 43.02 43.02 1 43.0215 127.29 1146.00 1 1146.0015 127.29 9.55 1 9.5515 127.29 113.39 1 113.3915 127.29 127.29 1 127.2917 49.92 449.00 1 449.0017 49.92 3.74 1 3.7417 49.92 44.69 1 44.6917 49.92 49.92 1 49.9219 100.57 905.00 1 905.0019 100.57 7.54 1 7.5419 100.57 89.66 1 89.66

19 100.57 100.57 1 100.57

MACIZA H = 0.20Ejes números

Área Sub-total N° de sótanos TotalFinal

2' 18.77 3.75 1 3.752' 18.77 207.04 1 207.042' 18.77 3.48 1 3.482' 18.77 18.77 1 18.776' 8.31 1.66 1 1.666' 8.31 137.91 1 137.916' 8.31 51.58 1 51.586' 8.31 8.31 1 8.317 8.50 1.70 1 1.707 8.50 70.88 1 70.887 8.50 3.08 1 3.087 8.50 8.50 1 8.508 95.48 19.10 1 19.108 95.48 959.78 1 959.788 95.48 19.85 1 19.858 95.48 95.48 1 95.489' 25.12 5.02 1 5.029' 25.12 184.49 1 184.499' 25.12 0.00 1 0.009' 25.12 25.12 1 25.12

13' 8.31 1.66 1 1.6613' 8.31 137.91 1 137.9113' 8.31 51.58 1 51.5813' 8.31 8.31 1 8.3114 9.15 1.83 1 1.8314 9.15 184.49 1 184.4914 9.15 36.34 1 36.3414 9.15 9.15 1 9.1515 4.97 0.99 1 0.9915 4.97 67.78 1 67.7815 4.97 103.83 1 103.8315 4.97 4.97 1 4.9717 2.85 0.57 1 0.5717 2.85 53.86 1 53.8617 2.85 13.41 1 13.4117 2.85 2.85 1 2.8519 23.73 4.75 1 4.7519 23.73 172.27 1 172.2719 23.73 56.42 1 56.4219 23.73 23.73 1 23.73

MACIZA H = 0.15

Ejes númerosÁrea Sub-total N° de sótanos Total

Final

8 11.68 1.75 1 1.758 11.68 59.23 1 59.238 18 11.68 11.68 1 11.68

ALIGERADO H = 0.20

Unidad

undm3kgm2undm3kgm2undm3kgm2undm3kgm2undm3kgm2undm3kgm2undm3kgm2undm3kgm2undm3kg

m2

MACIZA H = 0.20

Unidad

m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2m3kgkgm2

MACIZA H = 0.15

Unidad

m3kg

m2

EN LOS EJES DEL 7 AL 8, HAY UNA LOSA DE H = 15 CM DE

11.6776 CM2