metrado de acero de columnas
DESCRIPTION
metrado de estructuraTRANSCRIPT
Elementos Acero Concreto m3 0.25 0.56 0.99 1.56 2.24 3.97 Parcial
Descripción Veces Cant. DiámetrLongitud1/4" 3/8" 1/2" 5/8" 3/4" 1" Kg. LargoS3-S2COLUMNA AELEMENTOSACERO LONG.
S3-S2 8.00 1" 9.00 285.84 285.84 S3-S2 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - S3 28.00 3/8" 4.20 65.86 65.86
- GANCHOS - S3 28.00 3/8" 0.35 5.49 5.49
- S2-P1 - ELEMENTOS - ACERO LONG. -
- S2-S1 8.00 1" 9.00 285.84 285.84 S2-S1 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - S2 17.00 3/8" 4.20 39.98 39.98 A S1 17.00 3/8" 4.20 39.98 39.98 ASS 17.00 3/8" 4.20 39.98 39.98 A
-
GANCHOS - S2 17.00 3/8" 0.35 3.33 3.33 S1 17.00 3/8" 0.35 3.33 3.33 SS 17.00 3/8" 0.35 3.33 3.33
- P1-P4 - ELEMENTOS - ACERO LONG. -
- P1-P4 8.00 1" 9.00 285.84 285.84 P1-P4 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - P1 17.00 3/8" 4.20 39.98 39.98 AP2 17.00 3/8" 4.20 39.98 39.98 AP3 17.00 3/8" 4.20 39.98 39.98 A
- GANCHOS - P1 17.00 3/8" 0.35 3.33 3.33 P2 17.00 3/8" 0.35 3.33 3.33 P3 17.00 3/8" 0.35 3.33 3.33
- P4-P6 - ELEMENTOS - ACERO LONG. -
P4-P6 8.00 1" 9.00 285.84 285.84 P4-P7 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - P4 17.00 3/8" 4.20 39.98 39.98 AP5 17.00 3/8" 4.20 39.98 39.98 AP6 17.00 3/8" 4.20 39.98 39.98 A
- GANCHOS - P4 17.00 3/8" 0.35 3.33 3.33 P5 17.00 3/8" 0.35 3.33 3.33 P6 17.00 3/8" 0.35 3.33 3.33
- P6-P9 - ELEMENTOS - ACERO LONG. -
P6-P9 8.00 3/4" 9.00 161.28 161.28 P7-P10 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - P7 17.00 3/8" 4.20 39.98 39.98 AP8 17.00 3/8" 4.20 39.98 39.98 AP9 17.00 3/8" 4.20 39.98 39.98 A
- GANCHOS - P7 17.00 3/8" 0.35 3.33 3.33 P8 17.00 3/8" 0.35 3.33 3.33 P9 17.00 3/8" 0.35 3.33 3.33
- P9-P12 - ELEMENTOS - ACERO LONG. -
P9-P12 8.00 3/4" 9.00 161.28 161.28 P10-P13 6.00 3/4" 9.00 120.96 120.96
- ESTRIBOS - P10 17.00 3/8" 4.20 39.98 39.98 AP11 17.00 3/8" 4.20 39.98 39.98 AP12 17.00 3/8" 4.20 39.98 39.98 A
P13 17.00 3/8" 4.20 39.98 39.98 A -
GANCHOS - P10 17.00 3/8" 0.35 3.33 3.33 P11 17.00 3/8" 0.35 3.33 3.33 P12 17.00 3/8" 0.35 3.33 3.33 P13 17.00 3/8" 0.35 3.33 3.33
- P12-P16 - ELEMENTOS - ACERO LONG. -
P12-P15 8.00 3/4" 9.00 161.28 161.28 P13-P16 6.00 5/8" 9.00 84.24 84.24
- ESTRIBOS - P14 17.00 3/8" 4.20 39.98 39.98 AP15 17.00 3/8" 4.20 39.98 39.98 AP16 17.00 3/8" 4.20 39.98 39.98 A
- GANCHOS - P14 17.00 3/8" 0.35 3.33 3.33 P15 17.00 3/8" 0.35 3.33 3.33 P16 17.00 3/8" 0.35 3.33 3.33
- P15-AZOTEA - ELEMENTOS - ACERO LONG. -
P15-AZOTEA 8.00 3/4" 7.45 133.504 133.50 P16-AZOTEA 6.00 5/8" 6.00 56.16 56.16
- ESTRIBOS - P17 17.00 3/8" 4.20 39.98 39.98 A
- GANCHOS - P17 17.00 3/8" 0.35 3.33 3.33
TOTAL Kg. 3,564.53
Concreto m3 Encofrado m2
Ancho Alto ParcialLargo Alto Parcial
0.225 5.05 1.14 2.2 5.05 11.110 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.40 0.54 2.2 2.4 5.28 0.225 2.40 0.54 2.2 2.4 5.28 0.225 2.40 0.54 2.2 2.4 5.28
0 0
0 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.796
0 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.796
0 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.796
0 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.796
0.225 2.18 0.491 2.2 2.18 4.7960 00 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.7960.225 2.18 0.491 2.2 2.18 4.796
0 00 00 00 00 00 00 00 00 00 00 00 00 0
0.225 2.18 0.491 2.2 2.18 4.796
m3 11.09 m2 108.48