PREDIMENSIONAMIENTO COLUMAS
of 24
-
Upload
andre-calua-alarcon -
Category
Documents
-
view
232 -
download
1
Transcript of PREDIMENSIONAMIENTO COLUMAS
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
1/24
PREDIMENSIONAMIENTO COLUMNAS
COLUMAS TIPO L
1.- COLUMNA C1 TIPO "L"
AREA DE INFLUENCIA = 5.54 x 6.16 = 34.13
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 136.51 Tn
PN= 1.2 x 136.51 = 163.1 Tn
n= 0.3
bD= /n*f' = 0.26 m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.40 = 0.30
L'() *= = 0.15 = 0.02
Area = = 0.2 m2
2.- COLUMNA C7 TIPO "L"
AREA DE INFLUENCIA = +.0 x 6.16 = 43.61
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 1+4.45 Tn
PN= 1.2 x 1+4.45 = 20,.34 Tn
n= 0.3
bD= /n*f' = 0.!! m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.45 = 0.42L'() *= = 0.20 = 0.04
Area = = 0.! m2
3.- COLUMNA C2 RECTANGULAR
AREA DE INFLUENCIA = +.6, x 5.54 = 42.60
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 1+0.41 Tn
PN= 1.2 x 1+0.41 = 204.4, Tn
n= 0.3bD= /n*f' = 0.!2 m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.40
L'() *= = 0.0
Area = = 0.!2 m2
4.- COLUMNA C4 RECTANGULAR
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 210.0, Tn
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
2/24
n= 0.3
bD= /n*f' = 0."0 m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.45
L'() *= = 0.,0
Area = = 0."# m2
5.- COLUMNA C6 RECTANGULAR
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 253.46 Tn
PN= 1.2 x 253.46 = 304.15 Tn
n= 0.3
bD= /n*f' = 0." m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.50
L'() *= = 1.00
Area = = 0.$0 m2
6.- COLUMNA C8 RECTANGULAR
+.0 x +.6, = 54.45
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 21+.+ Tn
PN= 1.2 x 21+.+ = 261.34 Tnn= 0.3
bD= /n*f' = 0."# m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.45
L'() *= = 0.,0
Area = = 0."# m2
7.- COLUMNA C3 TIPO "T"
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 4.00CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 210.0, Tn
PN= 1.2 x 210.0, = 252.11 Tn
n= 0.3
bD= /n*f' = 0."0 m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.35 = 0.50
L'() *= = 0.20 = 0.0
Area = = 0."2 m2
7.- COLUMNA C5 TIPO "T"
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
3/24
N DE ALIGERADOS= 4.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 253.46 Tn
PN= 1.2 x 253.46 = 304.15 Tn
n= 0.3
bD= /n*f' = 0." m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.40 = 0.52
L'() *= = 0.15 = 0.05
Area = = 0." m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
4/24
)$
m2
)$
m2
)$
m2
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
5/24
)$
m2
)$
m2
)$
m2
)$
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
6/24
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
7/24
PREDIMENSIONAMIENTO COLUMNAS
COLUMAS TIPO L
1.- COLUMNA C1 TIPO "L"
AREA DE INFLUENCIA = 5.54 x 6.16 = 34.13
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2CARGA = 102.3 Tn
PN= 1.2 x 102.3 = 122.6 Tn
n= 0.3
bD= /n*f' = 0.20 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30 = 0.30
L'() *= = 0.25 = 0.06
Area = = 0.2" m2
2.- COLUMNA C7 TIPO "L"AREA DE INFLUENCIA = +.0 x 6.16 = 43.61
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 130.4 Tn
PN= 1.5 x 130.4 = 1,6.26 Tn
n= 0.2
bD= /n*f' = 0."% m2
!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.50 = 0.1
L'() *= = 0.40 = 0.16Area = = 0.6$ m2
3.- COLUMNA C2 RECTANGULAR
AREA DE INFLUENCIA = +.6, x 5.54 = 42.60
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 12+.1 Tn
PN= 1.3 x 12+.1 = 166.15 Tn
n= 0.3
bD= /n*f' = 0.26 m2!"#= 210 $%/#m2 = 2100 &n/m2
L'() A= = 0.40
L'() *= = 1.00
Area = = 0."0 m2
4.- COLUMNA C4 RECTANGULAR
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
8/24
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 15+.5+ Tn
PN= 1.1 x 15+.5+ = 1+3.32 Tn
n= 0.2
bD= /n*f' = 0."# m2
!"#= 210 $%/#m2 = 2100 Tn/m2L'() A= = 0.55
L'() *= = 1.00
Area = = 0.$$ m2
5.- COLUMNA C6 RECTANGULAR
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 1,0.10 Tn
PN= 1.1 x 1,0.10 = 20,.11 Tnn= 0.2
bD= /n*f' = 0.$0 m2
!"#= 210 $%/#m2 = 2100 Tn/m2
L'() A= = 0.30
L'() *= = 0.60
Area = = 0.# m2
6.- COLUMNA C8 RECTANGULAR
+.0 x +.6, = 54.45
N DE ALIGERADOS= 3.00CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 163.34 Tn/m2
PN= 1.25 x 163.34 = 204.1+ Tn/m2
n= 0.2
bD= /n*f' = 0."& m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30
L'() *= = 0.55
Area = = 0.#% m2
7.- COLUMNA C3 TIPO "T"
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 15+.5+ Tn/m2
PN= 1.25 x 15+.5+ = 1,6.,6 Tn/m2
n= 0.2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
9/24
bD= /n*f' = 0."% m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21
L'() *= = 0.10 = 0.02
Area = = 0.#& m2
7.- COLUMNA C5 TIPO "T"
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 3.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 1,0.10 Tn/m2
PN= 1.25 x 1,0.10 = 23+.62 Tn/m2
n= 0.2
bD= /n*f' = 0.$% m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21
L'() *= = 0.10 = 0.02Area = = 0.#& m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
10/24
)$
m2
)$m2
)$
m2
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
11/24
)$
m2
)$
m2
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
12/24
)$m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
13/24
PREDIMENSIONAMIENTO COLUMNAS
COLUMAS TIPO L
1.- COLUMNA C1 TIPO "L"
AREA DE INFLUENCIA = 5.54 x 6.16 = 34.13
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2CARGA = 6.25 Tn/m2
N PISOS= 0.00 Tn/m2
PN= 1.5 x 6.25 = 102.3 Tn/m2
n= 0.2
bD= /n*f' = 0.2" m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.45 = 0.64
L'() *= = 0.35 = 0.12
Area = = 0.$2 m2
2.- COLUMNA C7 TIPO "L"
AREA DE INFLUENCIA = +.0 x 6.16 = 43.61
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = +.23 Tn/m2
PN= 1.5 x +.23 = 130.4 Tn/m2
n= 0.2
bD= /n*f' = 0.!# m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.50 = 0.1L'() *= = 0.40 = 0.16
Area = = 0.6$ m2
3.- COLUMNA C2 RECTANGULAR
AREA DE INFLUENCIA = +.6, x 5.54 = 42.60
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 5.21 Tn/m2
PN= 1.25 x 5.21 = 106.51 Tn/m2
n= 0.2bD= /n*f' = 0.2$ m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25
L'() *= = 0.50
Area = = 0.#! m2
4.- COLUMNA C4 RECTANGULAR
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
14/24
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 105.05 Tn/m2
PN= 1.1 x 105.05 = 115.55 Tn/m2
n= 0.2
bD= /n*f' = 0.2 m2!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.55
L'() *= = 1.00
Area = = 0.$$ m2
5.- COLUMNA C6 RECTANGULAR
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 126.+3 Tn/m2PN= 1.1 x 126.+3 = 13,.40 Tn/m2
n= 0.2
bD= /n*f' = 0.!! m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30
L'() *= = 0.60
Area = = 0.# m2
6.- COLUMNA C8 RECTANGULAR
+.0 x +.6, = 54.45N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 10., Tn/m2
PN= 1.25 x 10., = 136.11 Tn/m2
n= 0.2
bD= /n*f' = 0.!2 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30
L'() *= = 0.55
Area = = 0.#% m2
7.- COLUMNA C3 TIPO "T"
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 105.05 Tn/m2
PN= 1.25 x 105.05 = 131.31 Tn/m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
15/24
n= 0.2
bD= /n*f' = 0.!# m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21
L'() *= = 0.10 = 0.02
Area = = 0.#& m2
7.- COLUMNA C5 TIPO "T"
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 2.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 126.+3 Tn/m2
PN= 1.25 x 126.+3 = 15.41 Tn/m2
n= 0.2
bD= /n*f' = 0.! m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21L'() *= = 0.10 = 0.02
Area = = 0.#& m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
16/24
)$
m2
)$
m2
)$
m2
)$
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
17/24
m2
)$
m2
)$
m2
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
18/24
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
19/24
PREDIMENSIONAMIENTO COLUMNAS
COLUMAS TIPO L
1.- COLUMNA C1 TIPO "L"
AREA DE INFLUENCIA = 5.54 x 6.16 = 34.13
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2CARGA = 34.13 Tn/m2
N PISOS= 0.00 Tn/m2
PN= 1.5 x 34.13 = 51.1, Tn/m2
n= 0.2
bD= /n*f' = 0.#2 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.45 = 0.64
L'() *= = 0.35 = 0.12
Area = = 0.$2 m2
2.- COLUMNA C7 TIPO "L"
AREA DE INFLUENCIA = +.0 x 6.16 = 43.61
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 43.61 Tn/m2
PN= 1.5 x 43.61 = 65.42 Tn/m2
n= 0.2
bD= /n*f' = 0.#6 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.50 = 0.1L'() *= = 0.40 = 0.16
Area = = 0.6$ m2
3.- COLUMNA C2 RECTANGULAR
AREA DE INFLUENCIA = +.6, x 5.54 = 42.60
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 42.60 Tn/m2
PN= 1.25 x 42.60 = 53.25 Tn/m2
n= 0.2bD= /n*f' = 0.#! m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25
L'() *= = 0.50
Area = = 0.#! m2
4.- COLUMNA C4 RECTANGULAR
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
20/24
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 52.52 Tn/m2
PN= 1.1 x 52.52 = 5+.++ Tn/m2
n= 0.2
bD= /n*f' = 0.#" m2!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.55
L'() *= = 1.00
Area = = 0.$$ m2
5.- COLUMNA C6 RECTANGULAR
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 63.3+ Tn/m2PN= 1.1 x 63.3+ = 6,.+0 Tn/m2
n= 0.2
bD= /n*f' = 0.#% m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30
L'() *= = 0.60
Area = = 0.# m2
6.- COLUMNA C8 RECTANGULAR
+.0 x +.6, = 54.45N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 54.45 Tn/m2
PN= 1.25 x 54.45 = 6.06 Tn/m2
n= 0.2
bD= /n*f' = 0.#6 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.30
L'() *= = 0.55
Area = = 0.#% m2
7.- COLUMNA C3 TIPO "T"
AREA DE INFLUENCIA = 6.3 x +.6, = 52.52
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 52.52 Tn/m2
PN= 1.25 x 52.52 = 65.65 Tn/m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
21/24
n= 0.2
bD= /n*f' = 0.#6 m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21
L'() *= = 0.10 = 0.02
Area = = 0.#& m2
7.- COLUMNA C5 TIPO "T"
AREA DE INFLUENCIA = .24 x +.6, = 63.3+
N DE ALIGERADOS= 1.00
CARGA PROMEDIO = 1.00 Tn/m2
CARGA = 63.3+ Tn/m2
PN= 1.25 x 63.3+ = +,.21 Tn/m2
n= 0.2
bD= /n*f' = 0.#& m2
!"#= 210 $%/#m2 = 2100 &n/#m2
L'() A= = 0.25 = 0.21L'() *= = 0.10 = 0.02
Area = = 0.#& m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
22/24
)$
m2
)$
m2
)$
m2
)$
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
23/24
m2
)$
m2
)$
m2
)$
m2
-
7/21/2019 PREDIMENSIONAMIENTO COLUMAS
24/24
)$
m2
