metrados
DESCRIPTION
metrado de una casaTRANSCRIPT
COLUMNAS AREAS CANTIDAD TOTAL0.25 x 0.25 0.0625 4 0.250.50 x 0.25 0.125 6 0.75
0.813 4 3.2520.906 4 3.6240.938 2 1.8761.875 2 3.75
27.188 2 54.37628.125 1 28.125
85.65
0.6
COLUMNAS AREAS CANTIDAD TOTAL0.25 x 0.25 0.0625 4 0.250.50 x 0.25 0.125 6 0.75
0.813 4 3.2520.906 4 3.6240.938 2 1.8761.875 2 3.75
27.188 2 54.37628.125 1 28.125
85.65
0.6
COLUMNAS AREAS CANTIDAD TOTAL0.25 x 0.25 0.0625 4 0.250.50 x 0.25 0.125 6 0.75
0.813 4 3.2520.906 4 3.6240.938 2 1.8761.875 2 3.75
27.188 2 54.376
AREA DE COLUMNAS
AREA DE VIGAS
AREA DE LOSAS
AREA DE ACABADO
AREA DE MUROS
AREA DE COLUMNAS
AREA DE VIGAS
AREA DE LOSAS
AREA DE ACABADO
AREA DE MUROS
AREA DE COLUMNAS
AREA DE VIGAS
AREA DE LOSAS
28.125 1 28.125
85.65
0.6
COLUMNAS AREAS CANTIDAD TOTAL0.25 x 0.25 0.0625 4 0.250.50 x 0.25 0.125 6 0.75
0.813 4 3.2520.906 4 3.6240.938 2 1.8761.875 2 3.75
27.188 2 54.37628.125 1 28.125
85.65
0.6
AREA DE LOSAS
AREA DE ACABADO
AREA DE MUROS
AREA DE COLUMNAS
AREA DE VIGAS
AREA DE LOSAS
AREA DE ACABADO
AREA DE MUROS
ESTRUCTURAS M2 ALTURA PiVIGA 12.502 0.25 2.4LOSA 82.501 0.3
COLUMNA 1 4 2.4MURO 0.6 3.75 0.15
ACABADO 85.65 0.15TABIQUERIA MOVIL 85.65 0.15
SOBRECARGA 42.825 0.3
ESTRUCTURAS M2 ALTURA PiVIGA 12.502 0.25 2.4LOSA 82.501 0.3
COLUMNA 1 3.5 2.4MURO 0.6 3.25 0.15
ACABADO 85.65 0.15TABIQUERIA MOVIL 85.65 0.15
SOBRECARGA 42.825 0.3
ESTRUCTURAS M2 ALTURA PiVIGA 12.502 0.25 2.4LOSA 82.501 0.3
COLUMNA 1 3.5 2.4MURO 0.6 3.25 0.15
ACABADO 85.65 0.15TABIQUERIA MOVIL 85.65 0.15
SOBRECARGA 42.825 0.3
ESTRUCTURAS M2 ALTURA PiVIGA 12.502 0.25 2.4LOSA 82.501 0.3
COLUMNA 1 3.5 2.4MURO 0.6 3.25 0.15
ACABADO 85.65 0.15TABIQUERIA MOVIL 85.65 0.15
SOBRECARGA 42.825 0.3
COLUMNASPeso TOTAL 0.25 x 0.25
7.5012
67.884
0.50 x 0.2524.7503
9.60.337512.847512.847512.8475 12.8475
80.7315
Peso TOTAL7.5012
66.639
24.75038.4
0.292512.847512.847512.8475 12.8475
79.4865
Peso TOTAL7.5012
66.639
24.75038.4
0.292512.847512.847512.8475 12.8475
79.4865
AREA DE COLUMNAS
AREA DE VIGAS
AREA DE LOSAS
AREA DE ACABADO
AREA DE MUROS
Peso TOTAL7.5012
66.639
24.75038.4
0.292512.847512.847512.8475 12.8475
79.4865
AREAS CANTIDAD TOTAL0.0625 4 0.25 ESTRUCTURAS
0.125 6 0.75 VIGALOSA
0.813 4 3.252 COLUMNA0.906 4 3.624 MURO0.938 2 1.876 ACABADO1.875 2 3.75 TABIQUERIA MOVIL
SOBRECARGA27.188 2 54.37628.125 1 28.125
85.65
0.6
398.6775
M2 ALTURA Pi Peso TOTAL12.502 0.25 2.4 7.5012
66.639
82.501 0.3 24.75031 3.5 2.4 8.4
0.6 3.25 0.15 0.292585.65 0.15 12.847585.65 0.15 12.8475
42.825 0.3 12.8475 12.847579.4865
