Metrado de Losas-final-excel 1993(1)
21
PLANILLA DE METRADOS DE LONGITUDES, ÁREAS Y VOLÚMENES HOJA Nº: PROYECTO: _ EDIFICIO MULTIFAMILIAR HECHO POR: JUSTAVO SAUCEDO SANTISTEBAN UBICACIÓN: CHICLAYO-LAMBAYEQUE FECHA: FEBRERO -2008 Nº PARTIDA DESCRIPCIÓN Y ESQUEMA DEL ELEMENTO UND. DIMENSIONES (ML) PARCIAL TOTAL LARGO ANCHO ALTURA 5.09 LOSAS 05.09.01 LOSAS MACIZAS 05.09.01.01 Concreto f'c=210kg/cm^2 c/mezcladora M3 6.39 PRIMER A QUINTO NIVEL 3.55 1.30 0.15 5 3.461 1.05 0.25 0.15 -10 -0.394 0.80 0.25 0.15 -5 -0.150 0.25 0.25 0.15 -5 -0.047 2.50 0.20 0.15 -5 -0.375 SEXTO NIVEL 1.85 2.08 0.08 1 0.308 Nº DE ELEM. * TIPO 8 Losa maciza e = 0.15
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Transcript of Metrado de Losas-final-excel 1993(1)
PLANILLA DE METRADOS DE LONGITUDES, ÁREAS Y VOLÚMENES
HOJA Nº:
PROYECTO: _EDIFICIO MULTIFAMILIAR HECHO POR: JUSTAVO SAUCEDO SANTISTEBAN
UBICACIÓN: CHICLAYO-LAMBAYEQUE FECHA: FEBRERO -2008
Nº PARTIDA DESCRIPCIÓN Y ESQUEMA DEL ELEMENTO UND.DIMENSIONES (ML)
PARCIAL TOTAL OBSERVACIONESLARGO ANCHO ALTURA
5.09 LOSAS
05.09.01 LOSAS MACIZAS
05.09.01.01 Concreto f'c=210kg/cm^2 c/mezcladora M3 6.39
PRIMER A QUINTO NIVEL 3.55 1.30 0.15 5 3.461
1.05 0.25 0.15 -10 -0.394
0.80 0.25 0.15 -5 -0.150
0.25 0.25 0.15 -5 -0.047
2.50 0.20 0.15 -5 -0.375
SEXTO NIVEL
1.85 2.08 0.08 1 0.308
Nº DE ELEM.
* TIPO 8
VIII
h = 0.08 mts.
Losa m
aciza
e = 0.1
5
METRADO DE ACERO
Obra : Hecho por :Ubicación : Revisado por : ……………Propietario : Fecha :
N° de Descripción del Diseño de Acero Diámetro Longitud por Repeticiones Cant. de Elem. LONGITUD POR DIAMETRO DE VARILLA EN ML.Partida Elemento Estructural en el elemento estructural varilla diseño del diseño Estructurales 1/4 3/8 1/2 5/8 3/4 1
5.09 LOSAS05.09.01 LOSAS MACIZAS05.09.01.03 Acero de refuerzo fy=4200kg/cm^2
V-1 Ø 3/8" 1.15 12 5 69.00
PRIMER A QUINTO NIVEL 1.15
L = 1.15
N = 12
V-2 Ø 3/8" 1.06 15 5 79.50
1.06
L = 1.06
N = 15
V-3 Ø 3/8" 3.45 7 5 120.75
3.45
L = 3.45
N = 7
SEXTO NIVEL TIPO VIII
V-4 Ø 3/8" 0.54 48 1 25.92
0.50
0.04
L = 0.54
N = 48 N = 8+6+5+5
V-5 Ø 3/8" 2.15 8 1 17.20
2.15
L = 2.15
N = 8
LOSA MACIZA
* TIPO 8
Losa m
aciza
e = 0.1
5
Ø 3/8
@.15
Ø 3/8
" @.20
Ø 3/8
" @.20
Ø 3/8" @.20
Ø 3/
8" @
0.25
VIII
h = 0.08 mts.
V - 601
VIII
h = 0.08 mts.
-
V-6 Ø 3/8" 2.20 6 1 13.20
2.20 -
-
L = 2.20 -
N = 6 -
-
V-7 Ø 3/8" 2.40 5 1 12.00
2.40 -
-
L = 2.40 -
N = 5 -
-
-
V-8 Ø 3/8" 3.45 5 1 17.25
2.05
L = 2.05
N = 5
V - 601
VIII
h = 0.08 mts.
VIII
h = 0.08 mts.
VIII
h = 0.08 mts.
TIPO IX
V-9A Ø 3/8" 0.59 8 1 4.72
0.55
0.04
L = 0.59
N = 8
V-9B Ø 3/8" 0.81 8 1 6.48
0.65
0.04
L = 0.81
N = 8
V-10 Ø 3/8" 1.50 9 1 13.5
1.50
L = 1.50
N = 9
V-11 Ø 3/8" 4.90 8 1 39.2
4.9
L = 1.85
N = 8
* TIPO 9
Ø 3/8"
@ 0.22
5
Losa m
aciza h
= 0.08 m
ts.
Ø 3/8"
@ 0.25
TIPO X
V-12A Ø 3/8" 0.64 5 1 3.20
0.60
0.04
L = 0.64
N = 5
V-12B Ø 3/8" 0.59 5 1 2.95
0.55
0.04
L = 0.59
N = 5
V-13 Ø 3/8" 1.40 6 1 8.40
1.40
L =1.40
N = 6
V-14 Ø 3/8" 1.35 6 1 8.10
1.35 .
L = 1.35
N = 6
V-15 Ø 3/8" 7.25 5 1 36.25
7.25
L = 7.25
N = 5
* TIPO 10
Ø 3/8" @
0.225
Ø 3/8" @
0.225
Ø 3/8" @
0.25
* LOSA DE SOPORTE DE TANQUES PARA TANQUE
V-16A Ø 3/8" 0.91 30 1 27.30
0.80
0.11
L = 0.91
N = 30
V-16B Ø 3/8" 0.86 32 1 27.52
0.75
0.11
L = 0.86
N = 32
V-17 Ø 3/8" 3.80 20 1 76.00
3.80
L =3.80
N = 20
V-18 Ø 3/8" 3.45 22 1 75.90
3.45 .
L = 3.45
N = 22 Peso en kilogramos por metro lineal 0.25 0.56 1.02 1.60 2.26 4.04 Total en kgLongitud total por diámetro, en metros lineales - 684.34 - - - - Total en kilogramos por diámetro - 383.23 - - - - 383.23
LOSA DE SOPORTE DE TANQUES ( h = 0.15 mts )
Ø 3/8" @ 0.15
Ø 3/8" @ 0.20Ø 3/8" @ 0.20
Ø 3
/8" @
0.1
5
Ø 3
/8" @
0.2
0 Ø
3/8
" @ 0
.20
05.09.02 LOSAS ALIGERADAS TIPO I05.09.02.03 Acero de refuerzo fy=4200kg/cm^2 P-1A Ø 3/8" 1.49 9 2 26.82
1.33
PRIMER Y CUARTO NIVEL 0.16
L = 1.49N = 9
P-1B Ø 3/8" 0.96 11 2 21.12 0.80
0.16
L = 0.96N = 11
P-1C Ø 3/8" 0.86 20 2 34.40 0.70
0.16
L = 0.86 N = 20
P-2 Ø 1/2" 2.25 20 2 90.00
2.25
L = 2.25 N = 20
P-3A Ø 3/8" 8.53 9 2 153.54 8.53
L = 8.53N = 9
P-3B Ø 3/8" 8.00 3 2 48.00 8.00
L = 8.00N = 3
P-3C Ø 3/8" 7.45 8 2 119.20 7.45
L = 7.45N = 8
* TIPO 1
I
1 Ø
1/2"
1 Ø
3/8"
1 Ø
3/8"
1 Ø
3/8"
Ø 3
/8" @
.20
TIPO II
P-4A Ø 3/8" 0.86 7 2 12.04 0.70
0.16
L = 0.86N = 7
P-4B Ø 3/8" 0.81 7 2 11.34 0.65 -
0.16
L = 0.81N = 7
P-5 Ø 1/2" 2.05 7 2 28.70 2.05
L = 2.05 N = 7
P-6 Ø 3/8" 1.85 7 2 25.90 1.85 .
L = 1.85 N = 7
P-7 Ø 3/8" 9.90 7 2 138.60
9.9
L = 9.90N = 7
TIPO III
P-8A Ø 3/8" 1.44 5 2 14.40 1.28
0.16
L = 1.44N = 5
P-8B Ø 3/8" 0.81 7 2 11.34 0.65
0.16
L = 0.81N = 7
P-8C Ø 3/8" 1.49 2 2 5.96 1.33
* TIPO 2
* TIPO 3
II1 Ø 3/8
1 Ø 3/8"1 Ø 1/2"1 Ø 3/8" 1 Ø 3/8"
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
0.16
L = 1.49N = 2
P-9 Ø 3/8" 3.43 5 2 34.30 3.43
L = 3.43 N = 5
P-10 Ø 3/8" 3.23 2 2 12.92 3.23
L = 3.23 N = 2
TIPO IV
P-11A Ø 3/8" 0.86 16 2 27.52 0.70
0.16
L = 0.86N = 16
P-12 Ø 1/2" 3.80 4 2 30.40 3.80
L = 3.80 N = 4
P-13 Ø 3/8" 4.10 2 2 16.40 4.10
L = 4.10 N = 2
* TIPO 4
1 Ø 3/8" 1 Ø 3/8"
1 Ø 1/2"
IV
Ø 3/8" @
.20
IV
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
TIPO V
P-13 Ø 3/8" 0.81 8 2 12.96 0.65
0.16
L = 0.81N = 8
P-14 Ø 3/8" 2.95 4 2 23.60 2.95
L = 2.95 N = 4
SEGUNDO Y TERCER NIVEL TIPO IP-15A Ø 3/8" 1.49 9 2 26.82
1.330.16
L = 1.49N = 9
P-15B Ø 3/8" 0.96 11 2 21.12 0.80
0.16
L = 0.96N = 11
P-15C Ø 3/8" 0.86 20 2 34.40 0.70
0.16
L = 0.86 N = 20
P-16 Ø 1/2" 2.25 20 2 90.00
2.25
L = 2.25 N = 20
P-17A Ø 3/8" 8.53 9 2 153.54
8.53
L = 8.53N = 9
* TIPO 5
* TIPO 1
V1 Ø 3/8" 1 Ø 3/8"
1 Ø 3/8"
I
1 Ø
1/2"
1 Ø
3/8"
1 Ø
3/8"
1 Ø
3/8"
Ø 3
/8" @
.20
P-17B Ø 3/8" 8.00 3 2 48.00 8.00
L = 8.00N = 3
P-17C Ø 3/8" 7.45 8 2 119.20
7.45
L = 7.45N = 8
TIPO II
P-18A Ø 3/8" 0.86 7 2 12.04 0.70
0.16
L = 0.86N = 11
P-18B Ø 3/8" 0.81 7 2 11.34 0.65
0.16
L = 0.81N = 11
P-19 Ø 1/2" 2.05 7 2 28.70 2.05
L = 2.05 N = 11
P-20 Ø 3/8" 1.85 7 2 25.90 1.85 .
L = 1.85 N = 11
P-21 Ø 3/8" 9.90 7 2 138.60
9.9
L = 9.90N = 11
* TIPO 2
II
1 Ø 3/8"1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8"
1 Ø 3/8"
TIPO III
P-22A Ø 3/8" 1.44 5 2 14.40 1.28
0.16
L = 1.44N = 5
P-22B Ø 3/8" 0.81 7 2 11.34 0.65
0.16
L = 0.81N = 7
P-22C Ø 3/8" 1.49 2 2 5.96 1.33
0.16
L = 1.49N = 2
P-23 Ø 3/8" 3.43 5 2 34.30 3.43
L = 3.43 N = 5
P-24 Ø 3/8" 3.23 2 2 12.92 3.23
L = 3.23 N = 2
TIPO IV
P-25 Ø 3/8" 0.86 4 2 6.88 0.70
0.16
L = 0.86N = 4
P-26 Ø 1/2" 4.10 2 2 16.40
* TIPO 3
* TIPO 4
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
1 Ø 3/8" 1 Ø 3/8"
1 Ø 1/2"
IV
Ø 3/8" @
.20
IV
4.10
L = 4.10 N = 2
QUINTO NIVEL TIPO VI
P-27A Ø 3/8" 1.49 9 1 13.41
1.330.16
L = 1.49N = 9
P-27B Ø 3/8" 0.96 11 1 10.56 0.80
0.16
L = 0.96N = 11
P-27C Ø 3/8" 0.86 20 1 17.20 0.70
0.16
L = 0.86 N = 20
P-28 Ø 3/8" 2.25 20 1 45.00
2.25
L = 2.25 N = 20
P-29A Ø 3/8" 8.53 9 1 76.77
8.53
L = 8.53N = 9
P-29B Ø 3/8" 8.00 3 1 24.00 8.00
L = 8.00N = 3
P-29C Ø 3/8" 7.45 8 1 59.60 7.45
L = 7.45N = 8
* TIPO 6
1 Ø 3/8" 1 Ø 3/8"
1 Ø 1/2"
IV
Ø 3/8" @
.20
IV
I
1 Ø
1/2"
1 Ø
3/8"
1 Ø
3/8"
1 Ø
3/8"
Ø 3
/8" @
.20
TIPO VII
P-30A Ø 3/8" 0.86 7 1 6.02 0.70
0.16
L = 0.86N = 11
P-30B Ø 3/8" 0.81 7 1 5.67 0.65
0.16
L = 0.81N = 11
P-31 Ø 3/8" 2.05 7 1 14.35 2.05
L = 2.05 N = 11
P-32 Ø 3/8" 1.85 7 1 12.95 1.85 .
L = 1.85 N = 11
P-33 Ø 3/8" 9.90 7 1 69.30
9.9
L = 9.90N = 11
TIPO III
P-34A Ø 3/8" 1.44 5 1 7.20 1.28
0.16
L = 1.44N = 5
P-34B Ø 3/8" 0.81 7 1 5.67 0.65
0.16
* TIPO 7
* TIPO 3
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
II
1 Ø 3/8"1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8"
1 Ø 3/8"
L = 0.81N = 7
P-34C Ø 3/8" 1.49 2 1 2.98 1.33
0.16
L = 1.49N = 2
P-35 Ø 3/8" 3.43 5 1 17.15 3.43
L = 3.43 N = 5
P-36 Ø 3/8" 3.23 2 1 6.46 3.23
L = 3.23 N = 2
TIPO IV
P-37 Ø 3/8" 0.86 4 1 3.44 0.70
0.16
L = 0.86N = 4
P-38 Ø 1/2" 4.10 2 1 8.20 4.10
L = 4.10 N = 2
Peso en kilogramos por metro lineal 0.25 0.56 1.02 1.60 2.26 4.04 Total en kgLongitud total por diámetro, en metros lineales - 1,824.85 292.40 - - - Total en kilogramos por diámetro - 1,021.92 298.25 - - - 1,320.17
* TIPO 4
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
1 Ø 3/8" 1 Ø 3/8"
1 Ø 1/2"
IV
Ø 3/8" @
.20
IV
III
1 Ø 3/8"
1 Ø 3/8"1 Ø 3/8"
III
b
