Story Transcript
Bajada de Cargas γc =
Para el concreto tomamos:
4.2.1
Kg/m3
2440
Peso de trabes y cadenas
Peso de trabes:
Trabe
h
T1 T2 T3
b h
b
h
(m) 0.30 0.40 0.20
(m) 0.50 0.60 0.20
b*h (m2) 0.150 0.240 0.040
Wpropio
L
W propio
W propio
(Kg/ml) 366.00 585.60 97.60
(m) 6.00 6.00 2.00
(kg) 2,196.0 3,513.6 195.2
(ton) 2.20 3.51 0.20
b L Nota: En el diagrama de distribución de cargas se observa que las trabes se clasifican en T1 y T2 como sigue: Trabes
Tipo T1 T2 T3
A2-A3 B1-B2 a2- b2
D2-D3 B3-B4 a3-b3
B1-C1 C1-C2
B4-C4 C3-C4
A2-B2
C2-D2
A3-B3
Catindad
γmat
C.Muerta (Kg/m2) 3.50 30.00 42.00 135.00 244.00 45.00 499.50
C3-D3
4.2.2 Peso de losas Cálculo del peso propio unitario: Losa de azotea: Elemento mpermeabilizante (Imperquimi Enladrillado Mortero cemento-arena Terrado (tezontle) Losa maciza Instalaciones y plafón
3
(kg/m ) (m) *Según proveedor 0.02 1,500 0.02 2,100 0.1 1,350 0.1 2,440 Total:
Losa de entrepiso: b
b/2 h
Nervaduras: espesor de nervadura: 20 cm Peso de nervadura = ([((a*(h+b))+(b*L))*peralte]/[(a+L)*(b+h)])*γc 2 Kg/m Peso de nervadura = 229.88
Casetón de poliuretano: a b h L
a
L
= = = =
0.15 0.15 0.40 0.40
a/2
m m m m
Peso del casetón: Peso unitario = Peso/área Peso unitario =
0.2
Kg
1.25
Kg/m
2
Cantidad
Elemento Mosaico de piso Mortero cemento-arena Nervadura de concreto Capa de concreto Casetón de poliuretano Instalaciones y plafón
(m) 0.02 0.02 0.06
γmat
3
(kg/m ) 3,000 2,100 2,440 2,440
Total:
C.Muerta (Kg/m2) 60.00 42.00 229.88 146.40 1.25 45.00 524.53
Estimación de cargas vivas por unidad de área:
Carga viva máxima sobre losa de azotea: Según Art. 199 del RCDF: Pendiente
Pendiente:
< 5%
CV =
100.00
Kg/m2
> 5%
CV =
40.00
Kg/m
<
5%
2
CV=
100.00
Kg/m2
CV=
250.00
Kg/m
Carga viva máxima sobre tableros de entrepiso: Según Art. 199 del RCDF:
2
Peso de muros divisorios: Tipo de muro: Paneles de yeso de 10 cm de espesor 2 Kg/m 65.00 3 m 2 m /m de losa 0.10
Peso unitario : Altura de páneles: Distribución de muros divisorios: Peso
muros divisorios
= Peso unitario *Área
Peso
muros divisorios
=
19.50
Kg/ m2
Peso por tablero: Lado
X
Base LOSAS DE ENTRESPISO Wviva Wpropio Área 2 (m ) (kg) (kg)
Wmdiv Wtotal Wtotal Tableros Base Lado (kg) (kg) (Ton) Losa (m) (m) I a IV y 36.00 28,585.23 6.00 6.00 18,883.23 9,000.00 702.00 28.59 VI a IX * El tablero V no se considera en este análisis ya que es el correspondiente al cubo de escaleras y elevadores.
Tableros Losa I a IX
Base (m) 6.00
Lado (m) 6.00
LOSA DE AZOTEA Área Wpropio (m2) (kg) 36.00 17,982.00
Wviva (kg) 3,600.00
Wtotal (kg) 21,582.00
Wtotal (Ton) 21.58
4.2.3
Peso de Muros Estructurales:
Peso de muros de carga: t L De concreto armado
Tipo de muro:
h= L= Espesor =
h
3.00 6.00 0.20
m m m
=
18.00
m
Wmurocarga=
1.46
Ton/m
120.00
Kg/m
114.00
Kg/m
Área del panel = h * L
Wpanel = (Volumen * γc) / Lentre ejes
=
1,464.00
Kg
2
4.2.4 Peso de Fachadas: Peso de fachada = Peso unitario *Área Tipo de fachada:
Cristal
Espesor: 10 mm = 1 cm 2 Kg/m (incluye elementos de soporte) Peso unitario: 40.0 Altura de páneles: 3.0 m Crujias: B1-C1, B4-C4, A2-A3, D2-D3 Fachada de cristal = Tipo de fachada:
Aplanado de acabado aparente
Material: Mortero cemento - arena 1:3 γ= Kg/m3 1900 Espesor: 2.0 cm 2 Kg/m Peso unitario: 38.0 Altura de páneles: 3.0 m Crujias: A1-B1, C1-D1, A4-B4, C4-D4, A1-A2, A3-A4, D1-D2, D3-D4 Fachada aplanado =
4.2.5 Peso del cubo de escaleras y elevadores: 3m
2m
1m
Escaleras
Paso
Ascensor
2m
Pasillo
Ascensor 2m
Paso 1m
2m
Escaleras
2m
3m
Planta del cubo de escaleras y elevadores
Carga viva máxima sobre escaleras y ascensores: WViva =
Según Art.199 del RCDF:
350.00
2
Kg/m
Peso de escaleras:
L’ L
t
h’
r s
d
* Para aumentar la longitud de la huella se propone un reborde
Dimesiones: L= b= t= r= s= r' =
3.00 2.00 0.20 0.20 0.12 0.02
m m m m m m
h=
(Ancho)
#
(Huella) (Peralte) (Espesor de losa)
(recubrimiento)
Wescalones = [(L/t)*((t*r)/2)*b*γc]
3.00 m 15.00 h' = 0.05 m L' = 0.05 m Elementos por nivel =
escalones =
Wescalones =
1,464.00
Kg
Wlosa =
2,484.49
Kg
183.00
Kg
2 2 1/2 Wlosa = (s*(h +L ) *b*γc )
Wreborde = ((L' * h' * b * #escalones )*γc)
Wreborde =
2
Wescalera = Wescalones + Wlosa + Wreborde+ Sobrecarga RCDF*L
Wescaleras=
4,431.49
Kg
WTescaleras = 2*(Wescaleras + Aescalera* Wvivas)
WTescaleras=
13,063.0
Kg
Peso de elevadores: Las características y dimesniones de los ascesores son especificadas por el proveedor. Se eligió una propuesta de la empresa Ascensores Neuquen del cual se obtuvo el peso aproximado de una unidad instalada y en servicio: Wunidad =
1,275
# Unidades por nivel =
2
Kg Unidades
Welevadores = 2*(Wunitario + Aelevadores*Wvivas)
Wpropio=
1,275.0
Kg
Welevador=
5,350.0
Kg
Peso de Pasillos y pasos peatonales: a) Peso de Pasillo: Dimensiones: L= 6.00 b= 2.00 Área = L * b = 12.00 W
pasillo
m m 2 m
2
Kg/m 524.53 *W Losa = *Se toma el mismo que la losa de entrepiso por poseer las mismas características.
= (W losa+Wviva) * Apasillo+ Sobrecarga RCDF*L
W
pasillo
=
11,094.41
Kg
b) Peso de Paso: Dimensiones: L= b= Área = L * b = W
paso
2.00 1.00 2.00
2
Kg/m 524.53 *W Losa = *Se toma el mismo que la losa de entrepiso por poseer las mismas características.
m m 2 m
= (W losa + Wviva) * Apasillo
W
=
1,749.07
Kg
W total =
14,592.5
Kg
33.01
Ton
paso
Peso total de paso peatonal: W
total
=W
pasillo +
2* Wpaso
Peso total de cubos de escaleras y elevadores: Wcubos = Wescaleras + Welevador +Wpasospeatonales Wescaleras = Welevador= Wpasos peatonales = Wcubos =
33,005.53
13,062.98 5,350.00 14,592.55
Kg Kg Kg
Kg
=
4.2.7 Peso por trabe:
Nivel 5
(Azotea)
T1 T2
L (m) 6.00 6.00
W propio (kg) 2,196.0 3,513.6
W losas (kg) 5,396 10,791
T2 T2 T2 T1 T1 T2 T3 T2 T2 T3 T2 T1
6.00 6.00 6.00 6.00 6.00 6.00 2.00 6.00 6.00 2.00 6.00 6.00
3,513.6 3,513.6 3,513.6 2,196.0 2,196.0 3,513.6 195.2 3,513.6 3,513.6 195.2 3,513.6 2,196.0
10,791 10,791 10,791 5,396 5,396 10,791 5,995 10,791 10,791 5,995 10,791 5,396
W propio (kg) 2,196.0 3,513.6
W losas (kg) 7,146 14,293
Trabe
Tipo
A2-A3 B1-B2 B3-B4 C1-C2 C3-C4 D2-D3 B1-C1 A2-B2 a2-b2 C2-D2 A3-B3 a3-b3 C3-D3 B4-C4
W fachada (kg) 720.0
720.0 720.0
720.0
Suma (kg) 8,312 14,305
Wtrabes (Kg/m) 1,385 2,384
14,305 14,305 14,305 8,312 8,312 14,305 6,190 14,305 14,305 6,190 14,305 8,312
2,384 2,384 2,384 1,385 1,385 2,384 3,095 2,384 2,384 3,095 2,384 1,385
Suma (kg) 10,062 17,806
Wtrabes (Kg/m) 1,677 2,968
Nivel 4 W fachada (kg) 720.0
Trabe
Tipo
A2-A3 B1-B2
T1 T2
L (m) 6.00 6.00
B3-B4
T2
6.00
3,513.6
14,293
17,806
2,968
C1-C2 C3-C4 D2-D3 B1-C1 A2-B2 a2-b2 C2-D2 A3-B3 C3-D3 a3-b3 B4-C4
T2 T2 T1 T1 T2 T3 T2 T2 T2 T3 T1
6.00 6.00 6.00 6.00 6.00 2.00 6.00 6.00 6.00 2.00 6.00
3,513.6 3,513.6 2,196.0 2,196.0 3,513.6 195.2 3,513.6 3,513.6 3,513.6 195.2 2,196.0
14,293 14,293 7,146 7,146 14,293 3,970 14,293 14,293 14,293 3,970 7,146
17,806 17,806 10,062 10,062 17,806 4,165 17,806 17,806 17,806 4,165 10,062
2,968 2,968 1,677 1,677 2,968 2,083 2,968 2,968 2,968 2,083 1,677
L (m) 6.00 6.00 6.00 6.00 6.00 6.00
W propio
W losas
W fachada
(kg) 7,146 14,293 14,293 14,293 14,293 7,146
(kg) 720.0
Suma (kg) 10,062 17,806 17,806 17,806 17,806 10,062
Wtrabes
(kg) 2,196.0 3,513.6 3,513.6 3,513.6 3,513.6 2,196.0
720.0 720.0
720.0
Nivel 3 Trabe
Tipo
A2-A3 B1-B2 B3-B4 C1-C2 C3-C4 D2-D3
T1 T2 T2 T2 T2 T1
720.0
(Kg/m) 1,677 2,968 2,968 2,968 2,968 1,677
B1-C1
T1
6.00
2,196.0
7,146
720.0
10,062
1,677
A2-B2 a2-b2 C2-D2 A3-B3 C3-D3 a3-b3 B4-C4
T2 T3 T2 T2 T2 T3 T1
6.00 2.00 6.00 6.00 6.00 2.00 6.00
3,513.6 195.2 3,513.6 3,513.6 3,513.6 195.2 2,196.0
14,293 3,970 14,293 14,293 14,293 3,970 7,146
720.0
17,806 4,165 17,806 17,806 17,806 4,165 10,062
2,968 2,083 2,968 2,968 2,968 2,083 1,677
L (m) 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 6.00 6.00 6.00 2.00 6.00
W propio (kg)
W losas (kg)
W fachada (kg)
2,196.0 3,513.6 3,513.6 3,513.6 3,513.6 2,196.0 2,196.0 3,513.6 195.2 3,513.6 3,513.6 3,513.6 195.2 2,196.0
7,146 14,293 14,293 14,293 14,293 7,146 7,146 14,293 3,970 14,293 14,293 14,293 3,970 7,146
720.0
Suma (kg) 10,062 17,806 17,806 17,806 17,806 10,062 10,062 17,806 4,165 17,806 17,806 17,806 4,165 10,062
Wtrabes (Kg/m) 1,677 2,968 2,968 2,968 2,968 1,677 1,677 2,968 2,083 2,968 2,968 2,968 2,083 1,677
W propio
W losas
W fachada
Wtrabes
(kg) 2,196.0 3,513.6 3,513.6 3,513.6 3,513.6 2,196.0 2,196.0 3,513.6 195.2 3,513.6 3,513.6
(kg) 7,146 14,293 14,293 14,293 14,293 7,146 7,146 14,293 3,970 14,293 14,293
(kg) 720.0
Suma (kg) 10,062 17,806 17,806 17,806 17,806 10,062 10,062 17,806 4,165 17,806 17,806
(Kg/m) 1,677 2,968 2,968 2,968 2,968 1,677 1,677 2,968 2,083 2,968 2,968
3,513.6 195.2 2,196.0
14,293 3,970 7,146
17,806 4,165 10,062
2,968 2,083 1,677
Nivel 2 Trabe
Tipo
A2-A3 B1-B2 B3-B4 C1-C2 C3-C4 D2-D3 B1-C1 A2-B2 a2-b2 C2-D2 A3-B3 C3-D3 a3-b3 B4-C4
T1 T2 T2 T2 T2 T1 T1 T2 T3 T2 T2 T2 T3 T1
720.0 720.0
720.0
Nivel 1 Trabe
Tipo
A2-A3 B1-B2 B3-B4 C1-C2 C3-C4 D2-D3 B1-C1 A2-B2 a2-b2 C2-D2 A3-B3
T1 T2 T2 T2 T2 T1 T1 T2 T3 T2 T2
L (m) 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 6.00 6.00
C3-D3 a3-b3 B4-C4
T2 T3 T1
6.00 2.00 6.00
720.0 720.0
720.0
PB Trabe
Tipo
A2-A3 B1-B2 B3-B4 C1-C2 C3-C4 D2-D3 B1-C1 A2-B2 a2-b2 C2-D2 A3-B3 C3-D3 a3-b3 B4-C4
T1 T2 T2 T2 T2 T1 T1 T2 T3 T2 T2 T2 T3 T1
L (m) 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 6.00 6.00 6.00 2.00 6.00
W propio (kg) 2,196.0 3,513.6 3,513.6 3,513.6 3,513.6 2,196.0 2,196.0 3,513.6 195.2 3,513.6 3,513.6 3,513.6 195.2 2,196.0
W losas (kg) 7,146 14,293 14,293 14,293 14,293 7,146 7,146 14,293 3,970 14,293 14,293 14,293 3,970 7,146
W fachada (kg) 720.0
720.0 720.0
720.0
Suma (kg) 10,062 17,806 17,806 17,806 17,806 10,062 10,062 17,806 4,165 17,806 17,806 17,806 4,165 10,062
Wtrabes (Kg/m) 1,677 2,968 2,968 2,968 2,968 1,677 1,677 2,968 2,083 2,968 2,968 2,968 2,083 1,677
4.2.8 Peso por columna:
L h
b
h
Columna Tipo C1 C2
b (m) 0.30 0.35
h (m) 0.30 0.35
W trabes (kg) 11,308 11,308 11,308 14,305 14,305 11,308 11,308 14,305
Suma (kg) 11,967 11,967 11,967 15,201 15,201 11,967 11,967 15,201
Acumulado (Ton) 11.97 11.97 11.97 15.20 15.20 11.97 11.97 15.20
b
Nivel 5
(Azotea)
Columna
Tipo
A2 A3 B1 B2 B3 B4 C1 C2
C1 C1 C1 C2 C2 C1 C1 C2
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8 658.8 896.7
C3 C4 D2 D3
C2 C1 C1 C1
896.7 658.8 658.8 658.8
14,305 11,308 11,308 11,308
15,201 11,967 11,967 11,967
15.20 11.97 11.97 11.97
W trabes (kg) 13,934 13,934 13,934 17,806 17,806 13,934 13,934 17,806 17,806 13,934 13,934
Suma (kg) 14,593 14,593 14,593 18,703 18,703 14,593 14,593 18,703 18,703 14,593 14,593
Acumulado (Ton) 26.56 26.56 26.56 33.90 33.90 26.56 26.56 33.90 33.90 26.56 26.56
13,934
14,593
26.56
Nivel 4 Columna
Tipo
A2 A3 B1 B2 B3 B4 C1 C2 C3 C4 D2
C1 C1 C1 C2 C2 C1 C1 C2 C2 C1 C1
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8 658.8 896.7 896.7 658.8 658.8
D3
C1
658.8
L (m) 3.00 3.00
a*b 2 (m ) 0.09 0.12
Peso (Kg/ml) 219.60 298.90
Peso (Kg) 658.80 896.70
Nivel 3 Columna
Tipo
A2 A3 B1 B2 B3 B4 C1 C2 C3 C4 D2 D3
C1 C1 C1 C2 C2 C1 C1 C2 C2 C1 C1 C1
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8 658.8 896.7 896.7 658.8 658.8 658.8
W trabes (kg) 13,934 13,934 13,934 17,806 17,806 13,934 13,934 17,806 17,806 13,934 13,934 13,934
Suma (kg) 14,593 14,593 14,593 18,703 18,703 14,593 14,593 18,703 18,703 14,593 14,593 14,593
Acumulado (Ton) 41.15 41.15 41.15 52.61 52.61 41.15 41.15 52.61 52.61 41.15 41.15 41.15
W trabes (kg) 13,934 13,934 13,934 17,806 17,806 13,934 13,934 17,806
Suma (kg) 14,593 14,593 14,593 18,703 18,703 14,593 14,593 18,703
Acumulado (Ton) 55.75 55.75 55.75 71.31 71.31 55.75 55.75 71.31
Nivel 2 Columna
Tipo
A2 A3 B1 B2 B3 B4 C1 C2
C1 C1 C1 C2 C2 C1 C1 C2
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8 658.8 896.7
C3 C4 D2 D3
C2 C1 C1 C1
896.7 658.8 658.8 658.8
17,806 13,934 13,934 13,934
18,703 14,593 14,593 14,593
71.31 55.75 55.75 55.75
W trabes (kg) 13,934 13,934 13,934 17,806 17,806 13,934
Suma (kg) 14,593 14,593 14,593 18,703 18,703 14,593
Acumulado (Ton) 70.34 70.34 70.34 90.01 90.01 70.34
13,934 17,806 17,806 13,934 13,934 13,934
14,593 18,703 18,703 14,593 14,593 14,593
70.34 90.01 90.01 70.34 70.34 70.34
Nivel 1 Columna
Tipo
A2 A3 B1 B2 B3 B4
C1 C1 C1 C2 C2 C1
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8
C1 C2 C3 C4 D2 D3
C1 C2 C2 C1 C1 C1
658.8 896.7 896.7 658.8 658.8 658.8
Planta Baja Columna
Tipo
A2 A3 B1 B2 B3 B4 C1 C2 C3 C4 D2 D3
C1 C1 C1 C2 C2 C1 C1 C2 C2 C1 C1 C1
W propio (kg) 658.8 658.8 658.8 896.7 896.7 658.8 658.8 896.7 896.7 658.8 658.8 658.8
W trabes (kg) 13,934 13,934 13,934 17,806 17,806 13,934 13,934 17,806 17,806 13,934 13,934 13,934
Suma (kg) 14,593 14,593 14,593 18,703 18,703 14,593 14,593 18,703 18,703 14,593 14,593 14,593
Acumulado (Ton) 84.93 84.93 84.93 108.72 108.72 84.93 84.93 108.72 108.72 84.93 84.93 84.93
4.2.9 Peso por muro:
h
t (m)
h (m)
Peso (Kg/ml)
Carga
0.20
3.00
1,464.00
Wcubos (Kg)
Wfachada (Kg) 684.0 684.0
Suma (kg) 14,864 14,864 27,826 27,826 14,864 14,864 14,864 14,864 12,547 12,547 12,547 12,547
Acumulado
Wmuros
(Ton) 14.86 14.86 27.83 27.83 14.86 14.86 14.86 14.86 12.55 12.55 12.55 12.55
(Ton) 2,477.25 2,477.25 4,637.73 4,637.73 2,477.25 2,477.25 2,477.25 2,477.25 6,273.40 6,273.40 6,273.40 6,273.40
684.0 684.0
14,864 14,864
14.86 14.86
2,477.25 2,477.25
t
L
Nivel 5
Muro
A1 - A2 A3 - A4 B2 - B3 C2 - C3 D1 - D2 D3 - D4 A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3
L (m) 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 2.00 2.00 2.00
(Azotea) Wpropio (Kg) 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0
Wlosas (Kg) 5,395.5 5,395.5 10,791.0 10,791.0 5,395.5 5,395.5 5,395.5 5,395.5 2,398.0 2,398.0 2,398.0 2,398.0
A4 - B4 C4 - D4
6.00 6.00
8,784.0 8,784.0
5,395.5 5,395.5
L
Wpropio
Wlosas
WT3
Wcubos
Wfachada
Suma
Acumulado
Wmuros
(m)
(Kg)
(Kg)
(Kg)
(Kg)
(Kg)
(kg)
(Ton)
(Ton)
6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 2.00 2.00 2.00 6.00 6.00
8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0 8,784.0 8,784.0
7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 1,588.1 1,588.1 1,588.1 1,588.1 7,146.3 7,146.3
684.0 684.0
16,614 16,614 24,182 24,182 16,614 16,614 16,614 16,614 10,724 10,724 10,724 10,724 16,614 16,614
31.48 31.48 52.01 52.01 31.48 31.48 31.48 31.48 23.27 23.27 23.27 23.27 31.48 31.48
2,769.05 2,769.05 4,030.28 4,030.28 2,769.05 2,769.05 2,769.05 2,769.05 5,362.22 5,362.22 5,362.22 5,362.22 2,769.05 2,769.05
L (m) 6.00 6.00 6.00 6.00 6.00
Wpropio (Kg) 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0
Wlosas (Kg) 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3
Suma (kg) 16,614 16,614 24,182 24,182 16,614
Acumulado
Wmuros
(Ton) 48.09 48.09 76.19 76.19 48.09
(Ton) 2,769.05 2,769.05 4,030.28 4,030.28 2,769.05
Muro
WT3 (Kg)
8,251.4 8,251.4 684.0 684.0 684.0 684.0 3,095.1 3,095.1 3,095.1 3,095.1
4,125.7 4,125.7 4,125.7 4,125.7
Nivel 4 Muro A1 - A2 A3 - A4 B2 - B3 C2 - C3 D1 - D2 D3 - D4 A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3 A4 - B4 C4 - D4
8,251.4 8,251.4 684.0 684.0 684.0 684.0 2,082.7 2,082.7 2,082.7 2,082.7
4,125.7 4,125.7 4,125.7 4,125.7 684.0 684.0
Nivel 3 Muro A1 - A2 A3 - A4 B2 - B3 C2 - C3 D1 - D2
WT3 (Kg)
Wcubos (Kg)
Wfachada (Kg) 684.0 684.0
8,251.4 8,251.4 684.0
D3 - D4
6.00
8,784.0
7,146.3
684.0
16,614
48.09
2,769.05
A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3 A4 - B4 C4 - D4
6.00 6.00 2.00 2.00 2.00 2.00 6.00 6.00
8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0 8,784.0 8,784.0
7,146.3 7,146.3 1,588.1 1,588.1 1,588.1 1,588.1 7,146.3 7,146.3
684.0 684.0
16,614 16,614 10,724 10,724 10,724 10,724 16,614 16,614
48.09 48.09 34.00 34.00 34.00 34.00 48.09 48.09
2,769.05 2,769.05 5,362.22 5,362.22 5,362.22 5,362.22 2,769.05 2,769.05
Wpropio (Kg) 8,784.0 8,784.0 8,784.0
Wlosas (Kg) 7,146.3 7,146.3 7,146.3
Suma (kg) 16,614 16,614 24,182
Acumulado
Wmuros
A1 - A2 A3 - A4 B2 - B3
L (m) 6.00 6.00 6.00
(Ton) 64.71 64.71 100.37
(Ton) 2,769.05 2,769.05 4,030.28
C2 - C3 D1 - D2 D3 - D4 A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3 A4 - B4 C4 - D4
6.00 6.00 6.00 6.00 6.00 2.00 2.00 2.00 2.00 6.00 6.00
8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0 8,784.0 8,784.0
7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 1,588.1 1,588.1 1,588.1 1,588.1 7,146.3 7,146.3
24,182 16,614 16,614 16,614 16,614 10,724 10,724 10,724 10,724 16,614 16,614
100.37 64.71 64.71 64.71 64.71 44.72 44.72 44.72 44.72 64.71 64.71
4,030.28 2,769.05 2,769.05 2,769.05 2,769.05 5,362.22 5,362.22 5,362.22 5,362.22 2,769.05 2,769.05
L
Wpropio
Wlosas
WT3
Wcubos
Wfachada
Wmuros
(Kg) 7,146.3 7,146.3 7,146.3
(Kg)
(Kg)
A1 - A2 A3 - A4 B2 - B3
(Kg) 8,784.0 8,784.0 8,784.0
(Kg) 684.0 684.0
Suma (kg) 16,614 16,614 24,182
Acumulado
(m) 6.00 6.00 6.00
(Ton) 81.32 81.32 124.55
(Ton) 2,769.05 2,769.05 4,030.28
C2 - C3 D1 - D2 D3 - D4 A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3 A4 - B4 C4 - D4
6.00 6.00 6.00 6.00 6.00 2.00 2.00 2.00 2.00 6.00 6.00
8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0 8,784.0 8,784.0
7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 1,588.1 1,588.1 1,588.1 1,588.1 7,146.3 7,146.3
24,182 16,614 16,614 16,614 16,614 10,724 10,724 10,724 10,724 16,614 16,614
124.55 81.32 81.32 81.32 81.32 55.44 55.44 55.44 55.44 81.32 81.32
4,030.28 2,769.05 2,769.05 2,769.05 2,769.05 5,362.22 5,362.22 5,362.22 5,362.22 2,769.05 2,769.05
2,082.7 2,082.7 2,082.7 2,082.7
4,125.7 4,125.7 4,125.7 4,125.7 684.0 684.0
Nivel 2 Muro
WT3 (Kg)
Wcubos (Kg)
Wfachada (Kg) 684.0 684.0
8,251.4 8,251.4 684.0 684.0 684.0 684.0 2,082.7 2,082.7 2,082.7 2,082.7
4,125.7 4,125.7 4,125.7 4,125.7 684.0 684.0
Nivel 1 Muro
8,251.4 8,251.4 684.0 684.0 684.0 684.0 2,082.7 2,082.7 2,082.7 2,082.7
4,125.7 4,125.7 4,125.7 4,125.7 684.0 684.0
PB Muro A1 - A2 A3 - A4 B2 - B3 C2 - C3 D1 - D2 D3 - D4 A1 - B1 C1 - D1 B2 - a2 b2 - C2 B3 - a3 b3 - C3 A4 - B4 C4 - D4
L (m) 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.00 2.00 2.00 2.00 6.00 6.00
Wpropio
Wlosas
WT3
Wcubos
Wfachada
(Kg) 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 8,784.0 2,928.0 2,928.0 2,928.0 2,928.0 8,784.0 8,784.0
(Kg) 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 7,146.3 1,588.1 1,588.1 1,588.1 1,588.1 7,146.3 7,146.3
(Kg)
(Kg)
(Kg) 684.0 684.0
8,251.4 8,251.4 684.0 684.0 684.0 684.0 2,082.7 2,082.7 2,082.7 2,082.7
4,125.7 4,125.7 4,125.7 4,125.7 684.0 684.0
Suma (kg) 16,614 16,614 24,182 24,182 16,614 16,614 16,614 16,614 10,724 10,724 10,724 10,724 16,614 16,614
Acumulado
Wmuros
(Ton) 97.94 97.94 148.73 148.73 97.94 97.94 97.94 97.94 66.17 66.17 66.17 66.17 97.94 97.94
(Ton) 2,769.05 2,769.05 4,030.28 4,030.28 2,769.05 2,769.05 2,769.05 2,769.05 5,362.22 5,362.22 5,362.22 5,362.22 2,769.05 2,769.05
Cargas totales en columnas
5 4
Carga por nivel (Kg) 156,540.00 191,556.17
Carga acumulada (Kg) 156,540.00 348,096.17
Carga acumulada (Ton) 156.54 348.10
3 2 1 PB
191,556.17 191,556.17 191,556.17 191,556.17
539,652.35 731,208.52 922,764.69 1,114,320.87 1,114,320.87
539.65 731.21 922.76 1,114.32 1,114.32
Nivel
Nivel 5 4 3 2 1 PB
Nivel
Cargas totales en muros Carga acumulada Carga por nivel (Kg) (Kg) 224,747.93 224,747.93 448,923.56 224,175.63 673,099.20 224,175.63 224,175.63 897,274.83 224,175.63 1,121,450.46 224,175.63 1,345,626.10 1,345,626.10
Carga acumulada (Ton) 224.75 448.92 673.10 897.27 1,121.45 1,345.63 1,345.63
Cargas totales en la estructura Carga por nivel Carga acumulada (Kg) (Kg)
Carga acumulada (Ton)
5 4 3 2 1
381,287.93 415,731.81 415,731.81 415,731.81 415,731.81
381,287.93 797,019.74 1,212,751.54 1,628,483.35 2,044,215.16
381.29 797.02 1,212.75 1,628.48 2,044.22
PB
415,731.81
2,459,946.97
2,459.95
2,459,946.97
2,459.95
Comprobación de la Bajada de Cargas Número de niveles:
13
Trabe T1 Trabe T2 Trabe T3 Columna C1 Columna C2 *Losa azotea
(Ton) 2.196 3.514 0.195 0.659 0.897 21.582
Elementos X Nivel 4 8 2 8 4 9
*Losa entrepiso Cubo escaleras Muros Carga Fachada Cristal Fachada Aplanado
28.585 33.006 8.784 0.720 0.684
8 1 11.33 4 8
Elemento
Wpropio
*Incluye peso por muros divisorios y cargas vivas.
Peso X Nivel (Ton) 8.78 28.11 0.39 5.27 3.59 194.24 228.68 33.01 99.55 2.88 5.47 Sumas:
Peso por planta tipo Azotea
Entrepiso
8.78 28.11 0.39 5.27 3.59 194.24
8.78 28.11 0.39 5.27 3.59
33.01 99.55 2.88 5.47 381.29
228.68 33.01 99.55 2.88 5.47 415.73
Nivel 5 4 3 2 1 PB
Peso (ton) 381.29 415.73 415.73 415.73 415.73 415.73
Acumulado (ton) 381.29 797.02 1,212.75 1,628.48 2,044.22 2,459.95 2,459.95