Languages
Pages
Legal
7/29/2019 Arequipa - Analisis sismico
1/44
Se tomara las luces mas grandes de cada lado del edificio
c1 = Columna central
c2 = columna extrema del portico principal exterior
c3 = columna extrema del portico secundario interior
c4 = columna en esquinac4 c3
AREA TRIBUTARIA
c1C 1 = = m2C 2 = = m2
c2 C 3 = = m2C 4 = = m2
Hallando "h" en el eje 1-7
Hallando "h" en el eje A-H
Hallando "h"
Hallando "b"
Hallando el ancho tributario "a'"
Hallando ancho tributario total "a"
Primer piso al primer piso se suma 7 cm a los resultados del segundo piso
C1 = + = =
C2 = + = =
C3 = + = =
C4 = + = = Usamos: C1,C2, C3 y C4 =
0.45x0.45
0.500.450.45
C3 23.63 7
0.07
0.48117C4 11.38 7 0.4089163 0.40X0.40
0.57
0.52
Dimensines
probables
0.40
25
72
=
25
b=201 (a)
=20
2
h=
0.70
1.3 VIGA SECUNDARIA
0.280=
1.2 VIGA PRINCIPAL
h=L
=7
= 0.28025
=h=
0.07
0.0012
152.43 0.0014
Area de
columna
0.1492425
11.38
333
3
a'=
65.325 0.0022
70.875 0.0025
34.125 0.0040
316.58
2
23.63
a'
1
0.0011
Segundo piso x (6)C1 45.23 7 0.6163522 0.55x0.55
0.35X0.35
Dimensin
real
0.40X0.400.35X0.350.40X0.40
Antepenultimo piso X (3)
1.- PREDIMENSIONAMIENTO DE LOS ELEMENTOS ESTRUCTURALES
Y
3.25 3.5
x
6.5 m
3.5
3.5
3.2
3.2
6.40 m
7.0 m
45.23
23.63
21.775
11.375
6.3 x 6.025
3.25 3.5
7.0 m
6.025 x 2.96.3 x 3.4
3.4 x 2.9
1.1 LOSAS
25L
V P = 0.35 X 0.70 m
h= 0.25 m
h=L
=7
=
b=h
=0.7
10 10
725
0.28
0.7x0.35
L=
7= 0.70
10 10
= 0.35
C2 21.78 7
0.38631920.3790976
0.42094
0.3694591
C2C3
0.1437150.1771875
0.1365
0.379890.2133950.231525
0.1672125
C4
45.2321.78
0.461947
C1
0.45x0.45
V S = 0.25 x 0.70 m
1.4 COLUMNAS
Area
tributaria
(m2)
N de
piso
Tipo de
columnas
1.81818= m
a=L
0.45 x 0.45 m20.52
0.470.07
165.38 0.0014
79.625 0.0021
0.55 x 0.550.45 x0.450.45 x0.450.35 x 0.35
0.07
P muro (kg/m)=
1000peso de la losa (kg/m2) + s/c 350 200
+ 1.82 = 5.32 m
0.2659 m
Area
total
(m2)
k
2+
5.32=
135.68
VS
VP
VS
VP
7/29/2019 Arequipa - Analisis sismico
2/44
8
7
6
5
4
3
2
1
Ly= - 8 x = mLy= - 6 x - m = m
Lx= - 7 x = mLx= - 5 x - m = m
Ly1= - 6 x - m = mLy2= - 2 x = m
Lx1= - 7 x = mLx2= - 5 x - m = m
3.00
2.80
2.80
h8= 1.40
3.50h2=
3.60
3.40
3.20
3.20
h6= 2.90
h7= 2.80
70.7
2.- METRADO DE CARGAS
2.1.- CARGA MUERTANIVEL N
VECESb (m)
h3= 3.30
h4= 3.20
h5= 3.10
0.450.45
2.402.40
2.402.402.40
W C A(Ton/m3)
Total
piso (
0.45IV 52
VIIIVII
0.450.45
0.450.45V
0.455252
52
35.3
0.45
2 0.35 0.70 32.90 2.406 0.35
6 0.35 0.70 39.00 2.40
2 7.00 0.25
23.5
7.00 0.25 3.10
137.59
137.5938.69
137.59
38.69
2 0.35 0.70 32.90 2.40
6 0.35 0.70 39.00 2.402.40
6 0.35 0.70 39.00 2.40
0.352 0.70 32.90 2.406 0.35 2.40
0.70 39.00 2.40
2 0.25 0.70 32.95 2.40 27.6785 0.25 0.70 32.55 2.40 68.36
0.70 39.00
5 0.25 0.70 32.55 2.40 68.362 0.25 0.70 32.95 2.40 27.678
5 0.25 0.70 32.55 2.40
32.90
68.36
VII1 34.10 33.251 6.50 33.45
0.35
32.95 2.40 27.678
27.678
5 0.25 0.70 32.55 2.40 68.36
II5 0.25 0.70
6.50
1 34.10 33.251 6.50 33.45
V1 34.10 33.251 6.50 33.45
0.35472.938
0.35 76.1396.8
1 34.10 33.251 6.50 33.45
0.35 396.8
1 34 10 33 25 0 35 396 876.1
IV 472.9380.35 76.1
396.8
t (m)h sismico
(m)
0.45 3.50
0.450.45
0.450.45VI
1.402.80
2.90
2 7.00 0.25 1.40 2.40
I 52 0.45 0.45 3.80 2.40 96.0
3.103.20
73.278.380.8
2.40 83.32.40
52
11.7
88.4
2.40
2.40 26.0
VII 2 7.00 0.25
IVV 2
3.20 2.40
2.1.1.- COLUMNAS
III 52 0.45 0.45 3.30II 52
TOTAL 606.5
2.1.2.- PLACASNIVEL N
VECESb (m) t (m)
h sismico
(m)W C A(Ton/m3)
Total
piso (7.00
VIII
2.1.3.- VIGAS PRINCIPALESNIVEL
N VECESb (m) t (m)
h sismico
(m)
W C A(Ton/m3)
Total para
piso (Ton)42.6 0.45 39
h1= 3.800.25
4.00
III 2 7.00 0.25 3.3026.8
2.40 27.7
VI 2 7.00 0.25 2.90 2.40 24.32.80
38.69
137.592 0.35 0.70
II 2 7.00 0.25 3.50 2.40 29.4I 2 7.00 0.25 3.80 2.40 31.9TOTAL 201.6
38.69
2 0.35 0.70 32.90 2.406 0.35 0.70 39.00 2.40
0.35 0.70 32.90 2.40 38.69
42.6 0.45 7.00 32.9VIII
0.35 VII
VI
V
0.70 IV
III2 0.35 0.70 32.90 2.40
38.69137.5938.69
137.59
2.40 27.6785 0.25 0.70 32.55 2.40 68.36
TOTAL=
II6 0.35 0.70 39.00 2.40 137.592 0.35 0.70 32.90 2.40 38.69
I6 0.35 0.70 39.00 2.40 137.592
5 0.25 0.70 32.55 2.40 68.36
2 0.25 0.70
2.1.4.- VIGAS SECUNDARIASNIVEL
N VECESb (m) t (m)
h sismico
(m)
W C A(Ton/m3)
Total para
piso (Ton)35.7 0.45 32.5535.7 0.45 0.50 32.95
VIII2 0.25 0.70 32.95
1
32.55 2.40 68.36
TOTAL=
76.1VIII
1 34.10
0.25 VII
VI
V
0.70IV
III2 0.25 0.70 32.95 2.40
2 0.25 0.70 32.95 2.40 27.678
2 0.25 0.70 32.95 2.40 27.678
I5 0.25 0.70 32.55 2.40 68.362 0.25 0.70 32.95 2.40 27.678
0.35 76.10.35 396.8
472.9380.35 76.1
396.8
VI
2.1.5.- LOSASNIVEL
N VECES
L y (m) L x(m)W C A(Ton/m2)
ParcialTotal por p
(Ton)42.6 0.25 7.00 34.17.00 0.25 6.50 0.35 396.8
472.9380.3533.45
33.25
35.7 0.35 33.2535.7 0.35 0.50 33.45
0.40
0.05
0.200.25
III1 34.10 33.25 0.35
472.9381 6.50 33.45 0.35
472.938
7/29/2019 Arequipa - Analisis sismico
3/44
Ly1= - 6 x - m = mLy2= - 2 x = m
Lx1= - 7 x = mLx2= - 5 x - m = m
2.2.1.- SOBRE CARGAS (Departamentos = Kg/m2)
Lx1= - 6 x - m = mLx2= - 2 x = m
Ly1= - 8 x = mLy2= - 6 x - m = m
IV1 34.10 33.25 0.10 113.4
135.1251 6.50 33.45 0.10 21.7
V
1 34.10 33.25 0.10 113.4135.125
1 6.50 33.45 0.10 21.7
Parcial
VII1 34.10
1 34.10 32.901
10.76
34.10 32.901 6.50 33.10
0.20 56.10.20 10.760.20 56.1
34.100.20
VIII
0.20 10.76
32.901 6.50 33.10
1
VI1
33.10
32.90
6.50
V1
0.20 56.1
1 6.50 33.10
0.250.250.250.250.250.250.250.250.250.25
VIII1
Total por pis
(Ton)42.6 0.25 7.00 34.17.00 0.25 6.50
35.7 0.35 33.2535.7 0.35 0.50 33.45
III1 34.10 33.25 0.10
2.1.6.- ACABADOSNIVEL
N VECESL y (m) L x(m)
W C A
(Ton/m2)
34.10 33.25 0.101 6.50 33.45 0.10
0.10
VI
135.1251 6.50 33.45 0.10 21.7
VII 1 34.10 33.25 0.10 113.4 135.1251 6.50 33.45
1 34.10 33.25 0.10 113.4
113.4
135.1251 6.50 33.45 0.10 21.7
113.4135.125
21.7
21.7
0.10 113.4135.125
1 6.50 33.45 0.10 21.7
I1 34.10 33.25 0.10 113.4
135.1251 6.50 33.45 0.10 21.7
II1 34.10 33.25
TOTAL= 1081.000
2.2 CARGA VIVA
200NIVEL N
VECESL x (m) L y(m) % de S/C
S/C
(Ton/m2)Parcial
42.6 0.25 7.00 34.17.00 0.25 6.50 34.10 32.90
6.50 33.10135.7 0.35 32.9035.7 0.35 0.50 33.10
III1 34.10 32.90 0.25 0.201 6.50 33.10 0.25 0.20 10.76
56.1
0.20 56.10.20 10.760.20 56.10.20 10.76
IV
II1 34.10 32.90 0.25 0.20 56.1
1 6.50 33.10 0.25 0.20 10.76I
1 34.10 32.90 0.25 0.20 56.11 6.50 33.10 0.25 0.20 10.76
TOTAL=
2.3.- CUADRO RESUMEN EN METRADOS DE CARGAS
NIVELCOLUMNA (
Ton)
PLACA
(Ton)VIGAS
LOSAS (Ton)Acabado
(Ton)
S/C
(Ton)Total (Ton)
Principales Secundarias
176.282 96.033 472.94176.282 96.033 472.94
994.371VII
35.380870.7616
11.76023.520
VIII1041.512135.125
66.8566.85
135.125
VI 73.2888 24.360 176.282 96.033 472.94 135.125V 78.3432 26.040 176.282 96.033 472.94 135.125 66.85 1051.613IV 80.8704 26.880 176.282 96.033 472.94 135.125 66.85 1054.980
1044.87966.85
I 96.0336 31.920 176.282 96.033 472.94 135.125 66.85 1075.184TOTAL 7391.60
III 83.3976 27.720 176.282 96.033 472.94 135.125 66.85 1058.348II 88.4520 29.400 176.282 96.033 472.94 135.125 66.85 1065.082
7/29/2019 Arequipa - Analisis sismico
4/44
=====
= 7
= DUAL
==
=
=
%
ero como =
1145.04II 1065.1 7.60 8094.6 1267.1 79.729 1224.77III 1058.3 11.00 11641.8 1267.1 114.67
882.82IV 1055.0 14.20 14980.7 1267.1 147.55 1030.37V 1051.6 17.40 18298.1 1267.1 180.23
VIII 994.4 26.00 25853.6 1267.1 254.65 254.65492.64
VI 1044.9 20.40 21315.5 1267.1 209.95 702.59VII 1041.5 23.20 24163.1 1267.1 238.00
0.43 0.7 No calcularemos FA
( por formula)
NIVELPi
(Ton)hi (Ton) Pi * hi V Fi Vi
*DISTRIBUCION DE LA FUERZA BASAL EN CADA PISO
* EN LA DIRECCION X - X
Para la distribucion de la Fuerza Basal usaremos la siguiente formula FA = 0.07 T VCondicion = T >0.7 seg. Se calculara FA
* hallamos la fuerza cortante de la base
1267.1
17.143
Ton En la direccion X - X
si cumple ya que es = 12% @ 18 %
Verificando=0.3571 OK! Si cumple
Entonces Tenemos
0.433333.75493 2.5 Como no cumple utilizaremos = 2.5
( POR REGLAMENTO placa + portico)
7391.597 Cuadro de Resumen de Cargas
26.00
S = Factor de SueloP = Peso total de la Edificacinhn = Altura total del edificio
0.41.01.2 0.6
T= Periodo fundamental
Ct = Coeficiente de periodo fundamental 60
* VALORES PARA LA DIRECCION X-X = DUAL
R= Factor de ductibilidadC= Factor de amplificacion sismica
Tabla N 6
Tabla N 2
m
TP = Parametro del suelo =
3.- CALCULO DE LA FUERZA BASAL SISMICA
3.1.- FUERZA BASAL EN LA DIRECCION X - X
* VALORES TIPICOS PARA LAS DIRECCIONES
Z = Factor de zonaU = Factor de uso
Tabla N 1Tabla N 3
Departamento de Arequipa (Zona 3)
Departamentos ( Categoria C)
I 1075.2 4.00 4300.7 1267.1 42.36 1267.13 Pi * hi = 128648.20
254.6 254.65
238.00 492.64
209.9 702.593
180.2 882.821
147.6 1030.4
114.7 1145
79.73 1224.8
42.36 1267.1
C = 2.5 Tp 1.25 < 2. 5T
Vx = Z.U.C.S P
R
T = hn
CT
C 0.125R
V = Z U C S P
R
Fi = Pi * hi (V - Fa)Pi * hi
7/29/2019 Arequipa - Analisis sismico
5/44
=====
= 8
= PORTICO
==
=
=
ero como = > a = . . x
a =
ara vo ve :
Fa + F8 (8vo Nivel)= 44.05 + 170.2= 214.3
140.35
688.81
170.23
329.33
469.683
590.17
688.81
* hallamos la fuerza cortante de la base
847.08 Ton En la direccion Y - Y11.46 si cumple ya que es = 12% @ 18 %
*DISTRIBUCION DE LA FUERZA BASAL EN CADA PISO
329.33
Pi * hi V Fi Vi
IV 1054.98 14.20 14980.72 847.08
* EN LA DIRECCION Y - Y
3.1.- FUERZA BAZAL EN LA DIRECCION Y - Y
* VALORES TIPICOS PARA LAS DIRECCIONES
P = Peso total de la Edificacin 7391.597 Cuadro de Resumen de Cargas
Tabla N 3Z = Factor de zona 0.4 Tabla N 1 Departamento de Arequipa (Zona 3)U = Factor de uso 1.0 Departamentos ( Categoria C)S = Factor de Suelo 1.2 Tabla N 2 TP = Parametro del suelo = 0.6
hn = Altura total del edificio 26.00 m
* VALORES PARA LA DIRECCION Y - Y = PORTICO
R= Factor de ductibilidad Tabla N 6C= Factor de amplificacion sismica
T= Periodo fundamental
Ct = Coeficiente de periodo fundamental 35 ( POR REGLAMENTO portico )
Entonces Tenemos
0.74291.9142 2.5 Como si cumple utilizaremos = 1.91
Verificando =0.2388 OK! Si cumple
FA = 0.07 T VPara la distribucion de la Fuerza Basal usaremos la siguiente formulaCondicion = T 0.7 seg. Se calculara FA
0.74 0.7 Calcularemos FA .
( por formula)
III 1058.35 11.00 11641.82 847.08 76.655 765.46
NIVEL Pi (Ton)hi
(Ton)
VII 1041.51 23.20 24163.07 847.08 159.100
98.64
469.68V 1051.61 17.40 18298.07
28.318 847.08
I 1075.18 4.00 4300.73 847.08 28.318 847.08 Pi * hi = 128648.198
170.232
159.100
140.351
120.483
98.640
76.655 765.46
VIII 994.37 26.00 25853.64 847.08 170.23 170.23
53.299 818.76
II 1065.08 7.60 8094.62 847.08 53.299 818.76
847.08 120.48 590.17VI 1044.88 20.40 21315.53 847.08
. .
.
Vy = Z.U.C.S PR
Fi = Pi * hi (V - Fa)Pi * hi
C = 2.5 Tp 1.25 < 2. 5T
T = hnCT
C 0.125R
V = Z U C S PR
7/29/2019 Arequipa - Analisis sismico
6/44
7/29/2019 Arequipa - Analisis sismico
7/44
N
7/29/2019 Arequipa - Analisis sismico
8/44
- = altura de nivel- = = x = =- =
- =- = =- =
3
714583333.3si trabajamos en centimetros
15936.14
11670.48
356.5065
1046.208
2433.291
4899.693
7960.806
Mi
713.013
1379.402
3487.18
6312.21
9609.41
Ko
13731.6
1750.00
2.80
2.80
3.00
3.20
3.20
3.40
254.65
492.64
702.59
882.82
1224.77
1145.04
1030.37
SN
1750.00 360.00 33.121750.00 340.00
33.12
(ln/hn) x (l/Ko)1/12 ( e ) x ( l )^3
Donde : Kwiln
1750.00 300.00
4.2 .- DEFORMACION POR FLEXION ( BN)
I 1267.131 100II 1224.770 100III 1145.042 100
7.00
Nivel Vn (ton) Ko Awn hn k
IV 1030.375 100 1750.00 320.00 33.12V 882.821 100 1750.00 320.00 33.12
33.1233.12VI 702.593 100
Ko
254.65 254.65
2.80238.00 492.64
1750.00e x l
4.- RIGIDEZ DE PLACA
- Analizaremos la placa como viga en voladizo
4.1 .- DEFORMACION POR CORTE ( SN)
hnAwn 1.750
1000.25 7.00
si trabajamos en centimetros
Donde :
2.80209.95 702.59
3.00180.23 882.82
3.20147.55 1030.37
114.67
3.4079.73
3.6042.36
4.00
3.20
1267.13
1224.77
1145.04
VIII 254.648 100 1750.00 280.00 33.12 1.721
VnMn
100 1750.00 280.00VII 492.644 3.3304.4325.2216.0946.3746.4395.995
33.12
400.00
100
18140.73
4.0020674.99
23209.3
Nivel Mn (Ton) Mi (Ton) Kw Mi/Kwi Mn/2Kw hn BN
3.60
=Kwn In =12
1 25 700
1267.13
VIII 71301.3 35650.650VII 137940.2 104620.752VI 348718 243329.089V 631220.7 489969.315IV 960940.6 796080.605III 1373156 1167048.073
In = 714583333.33
BN
DPLACA = V = VTOTAL SN + BN + RN
SN = 33.12 x Vn x KoAwn x hm
BN = 12 = Mi + Mnhn Kwi 2Kwn
Kwn = In
x1
h0 K0
7/29/2019 Arequipa - Analisis sismico
9/44
- =- = g cm = ton m- =- =
/ 2
0.0139692 0.042857 0.140VII 713.013 100 356.5065 7.15E+08 280.00 25520.83 0.013969 3.248477
4.4.- CALCULO DE LA DEFORMACION TOTAL DE LA PLACA
340.00360.00400.00I
=
0.03= 0.008571
7.00
Nivel K E Ko
0.0085710.0085710.008571
VII 12 2100 1 0.008571
0.0732003 0.040000 0.1310.1413345 0.037500 0.121
4.3 .- DEFORMACION POR ROTACION ( RN)
IIIII
Vi 3487.180 100 2433.291 7.15E+08 300.00 23819.44 0.102156 3.193514V 6312.207 100 4899.69 7.15E+08 320.00
II 1814073 1593614.263I 2320925 2067499.100
Mn/2Kwi 12/ hn BN
VII 1379.402 100 1046.208 7.15E+08 280.00 25520.83 0.040994 3.234508 0.027025 0.042857 0.140
Nivel Mn (ton) Ko Mi ln hn Kwi Mi/Kwi Mi/Kwi
22330.73 0.219415 3.0913580.215161 0.037500 0.116
III 13731.56 100 11670.48 7.15E+08 340.00 21017.16 0.555284 2.515448 0.3266749 0.035294 0.100IV 9609.406 100 7960.806 7.15E+08 320.00 22330.73 0.356496 2.871943
0.456956 0.033333 0.081I 23209.25 100 20674.99 7.15E+08 400.00 17864.58 1.157317 1.157317 0.6495884 0.030000 0.054II 18140.73 100 15936.14 7.15E+08 360.00 19849.54 0.802847 1.960164
Donde : 0.03 (asentamiento total permisble)E 2.1 x 10^6 2100 Modulo de
Elasticidad /RKo 1
hn RN
VIII 12 2100 1 0.008571 280.00 0.771280.00 0.771
Vi 12 2100 1 0.008571 300.00 0.720V 12 2100 1 0.008571 320.00 0.675IV 12 2100 1 0.008571 320.00 0.675
12 2100 1 0.63512 2100 1 0.60012 2100 1 0.540
VIVII
SN BN RN TOTAL Vn D1.721 0.140 0.771 2.632 254.648 96.734
Nivel
VIII3.330 0.140 0.771 4.241 492.644 116.1604.432 0.131 0.720 5.283 702.593 132.991
IIIIII
5.221 0.121 0.675 6.017 882.821 146.7096.094 0.116 0.675 6.885 1030.375 149.662IV
V
5.995 0.054 0.540 6.590 1267.131 192.294
6.374 0.100 0.635 7.109 1145.042 161.0616.439 0.081 0.600 7.119 1224.770 172.034
RN = x hn = 12 x E x Ko x h
DPLACA = V = VTOTAL SN + BN + RN
7/29/2019 Arequipa - Analisis sismico
10/44
7/29/2019 Arequipa - Analisis sismico
11/44
7/29/2019 Arequipa - Analisis sismico
12/44
1234567
ABCDEFGH
7.1458 0.0091 1.8805 0.0024 0.036 69.77Placa G 3-4 7 0.25 3.80 15.20 37.103.8113 0.0552 0.969 81.16
0.0034 0.0034 0.0009 0.0009 0.032 0.038Columna H7 0.45 0.45 3.80 35.70 42.607.1458 0.0091 1.8805 0.0024 0.036 10.343Placa B 3-4 7 0.25 3.80 15.20 5.50
0.0034 0.0034 0.0009 0.0009 0.021 0.038Columna H5 0.45 0.45 3.80 23.70 42.60
0.0034 0.0034 0.0009 0.0009 0.027 0.038Columna H6 0.45 0.45 3.80 29.50 42.60
0.0034 0.0034 0.0009 0.0009 0.011 0.038Columna H3 0.45 0.45 3.80 11.70 42.600.0034 0.0034 0.0009 0.0009 0.017 0.038Columna H4 0.45 0.45 3.80 18.70 42.60
0.0034 0.0034 0.0009 0.0009 0.000 0.038Columna H1 0.45 0.45 3.80 0.00 42.600.0034 0.0034 0.0009 0.0009 0.005 0.038Columna H2 0.45 0.45 3.80 5.20 42.60
0.0034 0.0034 0.0009 0.0009 0.027 0.033Columna G6 0.45 0.45 3.80 29.50 37.100.0034 0.0034 0.0009 0.0009 0.032 0.033Columna G7 0.45 0.45 3.80 35.70 37.10
0.0034 0.0034 0.0009 0.0009 0.017 0.033Columna G4 0.45 0.45 3.80 18.70 37.100.0034 0.0034 0.0009 0.0009 0.021 0.033Columna G5 0.45 0.45 3.80 23.70 37.10
0.0034 0.0034 0.0009 0.0009 0.005 0.033Columna G2 0.45 0.45 3.80 5.20 37.100.0034 0.0034 0.0009 0.0009 0.011 0.033Columna G3 0.45 0.45 3.80 11.70 37.10
0.0034 0.0034 0.0009 0.0009 0.032 0.027Columna F7 0.45 0.45 3.80 35.70 30.100.0034 0.0034 0.0009 0.0009 0.000 0.033Columna G1 0.45 0.45 3.80 0.00 37.10
0.0034 0.0034 0.0009 0.0009 0.021 0.027Columna F5 0.45 0.45 3.80 23.70 30.100.0034 0.0034 0.0009 0.0009 0.027 0.027Columna F6 0.45 0.45 3.80 29.50 30.10
0.0034 0.0034 0.0009 0.0009 0.011 0.027Columna F3 0.45 0.45 3.80 11.70 30.100.0034 0.0034 0.0009 0.0009 0.017 0.027Columna F4 0.45 0.45 3.80 18.70 30.10
0.0034 0.0034 0.0009 0.0009 0.000 0.027Columna F1 0.45 0.45 3.80 0.00 30.100.0034 0.0034 0.0009 0.0009 0.005 0.027Columna F2 0.45 0.45 3.80 5.20 30.10
0.0034 0.0034 0.0009 0.0009 0.027 0.021Columna E6 0.45 0.45 3.80 29.50 23.700.0034 0.0034 0.0009 0.0009 0.032 0.021Columna E7 0.45 0.45 3.80 35.70 23.70
0.0034 0.0034 0.0009 0.0009 0.017 0.021Columna E4 0.45 0.45 3.80 18.70 23.700.0034 0.0034 0.0009 0.0009 0.021 0.021Columna E5 0.45 0.45 3.80 23.70 23.70
0.0034 0.0034 0.0009 0.0009 0.005 0.021Columna E2 0.45 0.45 3.80 5.20 23.700.0034 0.0034 0.0009 0.0009 0.011 0.021Columna E3 0.45 0.45 3.80 11.70 23.70
0.0034 0.0034 0.0009 0.0009 0.032 0.015Columna D7 0.45 0.45 3.80 35.70 16.900.0034 0.0034 0.0009 0.0009 0.000 0.021Columna E1 0.45 0.45 3.80 0.00 23.70
0.0034 0.0034 0.0009 0.0009 0.021 0.015Columna D5 0.45 0.45 3.80 23.70 16.900.0034 0.0034 0.0009 0.0009 0.027 0.015Columna D6 0.45 0.45 3.80 29.50 16.90
0.0034 0.0034 0.0009 0.0009 0.011 0.015Columna D3 0.45 0.45 3.80 11.70 16.900.0034 0.0034 0.0009 0.0009 0.017 0.015Columna D4 0.45 0.45 3.80 18.70 16.90
0.0034 0.0034 0.0009 0.0009 0.000 0.015Columna D1 0.45 0.45 3.80 0.00 16.900.0034 0.0034 0.0009 0.0009 0.005 0.015Columna D2 0.45 0.45 3.80 5.20 16.90
0.0034 0.0034 0.0009 0.0009 0.027 0.011Columna C6 0.45 0.45 3.80 29.50 11.70
0.0034 0.0034 0.0009 0.0009 0.032 0.011Columna C7 0.45 0.45 3.80 35.70 11.70
0.0034 0.0034 0.0009 0.0009 0.017 0.011Columna C4 0.45 0.45 3.80 18.70 11.700.0034 0.0034 0.0009 0.0009 0.021 0.011Columna C5 0.45 0.45 3.80 23.70 11.70
0.0034 0.0034 0.0009 0.0009 0.005 0.011Columna C2 0.45 0.45 3.80 5.20 11.700.0034 0.0034 0.0009 0.0009 0.011 0.011Columna C3 0.45 0.45 3.80 11.70 11.70
0.0034 0.0034 0.0009 0.0009 0.032 0.005Columna B7 0.45 0.45 3.80 35.70 5.500.0034 0.0034 0.0009 0.0009 0.000 0.011Columna C1 0.45 0.45 3.80 0.00 11.70
0.0034 0.0034 0.0009 0.0009 0.021 0.005Columna B5 0.45 0.45 3.80 23.70 5.500.0034 0.0034 0.0009 0.0009 0.027 0.005Columna B6 0.45 0.45 3.80 29.50 5.50
0.0034 0.0034 0.0009 0.0009 0.011 0.005Columna B3 0.45 0.45 3.80 11.70 5.500.0034 0.0034 0.0009 0.0009 0.017 0.005Columna B4 0.45 0.45 3.80 18.70 5.50
0.0034 0.0034 0.0009 0.0009 0.000 0.005Columna B1 0.45 0.45 3.80 0.00 5.500.0034 0.0034 0.0009 0.0009 0.005 0.005Columna B2 0.45 0.45 3.80 5.20 5.50
0.0034 0.0034 0.0009 0.0009 0.027 0.000Columna A6 0.45 0.45 3.80 29.50 0.000.0034 0.0034 0.0009 0.0009 0.032 0.000Columna A7 0.45 0.45 3.80 35.70 0.00
Columna A4 0.45 0.45 3.80 18.70 0.000.0034 0.0034 0.0009 0.0009 0.021 0.000Columna A5 0.45 0.45 3.80 23.70 0.00
Columna A2 0.45 0.45 3.80 5.20 0.00 0.0034 0.0034
5.50 42.60
6.80 23.706.40 30.107.00 37.10
0.0034 0.0034 0.0009 0.0009 0.011 0.000Columna A3 0.45 0.45 3.80 11.70 0.000.0034 0.0034 0.0009 0.0009
0.000 0.000 5.206.500.0009 0.0009 0.005 0.000
5.20 16.90
5.2011.7018.7023.7029.5035.70
7.005.005.806.20
0.017 0.000
5.1 .- CENTRO DE RIGIDEZ EN EL 1ER PISO
5.- CENTRO DE RIGIDECES
Descripcin
Columna A1
b(m) en
x-x
t (m) en
y-yDy *x Dx *y
0.45 0.45 3.80 0.00 0.00 0.0034 0.0034
h Sismica (m) X CG Y CG
0.0009 0.0009
EJE X - X0.00
EJE Y - Y0.00
5.50 5.506.20 11.70
7/29/2019 Arequipa - Analisis sismico
13/44
1234567
ABCDEFGH
5.2 .- CENTRO DE RIGIDEZ EN EL 2DO PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
Columna A1 0.45 0.45 3.50 0.00 0.00 0.0034 0.0034 0 .001 0.001 0.000 0.000
Columna B4Columna B5Columna B6
0.450.450.450.450.450.450.450.450.450.450.450.45
Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3
0.450.450.45
3.503.503.503.503.503.503.503.503.503.503.503.50
0.450.450.450.450.450.450.450.450.45
18.7023.7029.50
0.000.000.000.000.000.005.505.505.505.505.505.50
5.2011.7018.7023.7029.5035.700.005.20
11.70
0.0034 0.0034 0.001 0.001 0.018 0.0000.0034 0.0034 0.001 0.001 0.023 0.000
0.0034 0.0034 0.001 0.001 0.005 0.0000.0034 0.0034 0.001 0.001 0.011 0.000
0.0034 0.0034 0.001 0.001 0.000 0.0050.0034 0.0034 0.001 0.001 0.005 0.005
0.0034 0.0034 0.001 0.001 0.029 0.0000.0034 0.0034 0.001 0.001 0.035 0.000
0.0034 0.0034 0.001 0.001 0.023 0.0050.0034 0.0034 0.001 0.001 0.029 0.005
0.0034 0.0034 0.001 0.001 0.011 0.0050.0034 0.0034 0.001 0.001 0.018 0.005
0.001 0.035 0.005Columna C1 0.45 0.45 3.50 0.00 11.70 0.0034 0.0034 0.001 0.001 0.000 0.011Columna B7 0.45 0.45 3.50 35.70 5.50 0.0034 0.0034 0 .001
0.001 0.005 0.011Columna C3 0.45 0.45 3.50 11.70 11.70 0.0034 0.0034 0.001 0.001 0.011 0.011Columna C2 0.45 0.45 3.50 5.20 11.70 0.0034 0.0034 0 .001
0.001 0.018 0.011Columna C5 0.45 0.45 3.50 23.70 11.70 0.0034 0.0034 0.001 0.001 0.023 0.011Columna C4 0.45 0.45 3.50 18.70 11.70 0.0034 0.0034 0.001
0.001 0.029 0.011Columna C7 0.45 0.45 3.50 35.70 11.70 0.0034 0.0034 0.001 0.001 0.035 0.011Columna C6 0.45 0.45 3.50 29.50 11.70 0.0034 0.0034 0.001
0.001 0.000 0.017
Columna D2 0.45 0.45 3.50 5.20 16.90 0.0034 0.0034 0.001 0.001 0.005 0.017
Columna D1 0.45 0.45 3.50 0.00 16.90 0.0034 0.0034 0 .001
0.001 0.011 0.017Columna D4 0.45 0.45 3.50 18.70 16.90 0.0034 0.0034 0.001 0.001 0.018 0.017Columna D3 0.45 0.45 3.50 11.70 16.90 0.0034 0.0034 0.001
0.001 0.023 0.017Columna D6 0.45 0.45 3.50 29.50 16.90 0.0034 0.0034 0.001 0.001 0.029 0.017Columna D5 0.45 0.45 3.50 23.70 16.90 0.0034 0.0034 0.001
0.001 0.035 0.017Columna E1 0.45 0.45 3.50 0.00 23.70 0.0034 0.0034 0.001 0.001 0.000 0.023Columna D7 0.45 0.45 3.50 35.70 16.90 0.0034 0.0034 0.001
0.001 0.005 0.023Columna E3 0.45 0.45 3.50 11.70 23.70 0.0034 0.0034 0.001 0.001 0.011 0.023Columna E2 0.45 0.45 3.50 5.20 23.70 0.0034 0.0034 0 .001
0.001 0.018 0.023Columna E5 0.45 0.45 3.50 23.70 23.70 0.0034 0.0034 0.001 0.001 0.023 0.023Columna E4 0.45 0.45 3.50 18.70 23.70 0.0034 0.0034 0.001
0.001 0.029 0.023Columna E7 0.45 0.45 3.50 35.70 23.70 0.0034 0.0034 0.001 0.001 0.035 0.023Columna E6 0.45 0.45 3.50 29.50 23.70 0.0034 0.0034 0.001
0.001 0.000 0.029Columna F2 0.45 0.45 3.50 5.20 30.10 0.0034 0.0034 0.001 0.001 0.005 0.029Columna F1 0.45 0.45 3.50 0.00 30.10 0.0034 0.0034 0 .001
0.001 0.011 0.029Columna F4 0.45 0.45 3.50 18.70 30.10 0.0034 0.0034 0.001 0.001 0.018 0.029Columna F3 0.45 0.45 3.50 11.70 30.10 0.0034 0.0034 0.001
0.001 0.023 0.029Columna F6 0.45 0.45 3.50 29.50 30.10 0.0034 0.0034 0.001 0.001 0.029 0.029Columna F5 0.45 0.45 3.50 23.70 30.10 0.0034 0.0034 0.001
0.001 0.035 0.029Columna G1 0.45 0.45 3.50 0.00 37.10 0.0034 0.0034 0.001 0.001 0.000 0.036Columna F7 0.45 0.45 3.50 35.70 30.10 0.0034 0.0034 0.001
0.001 0.005 0.036Columna G3 0.45 0.45 3.50 11.70 37.10 0.0034 0.0034 0.001 0.001 0.011 0.036Columna G2 0.45 0.45 3.50 5.20 37.10 0.0034 0.0034 0 .001
0.001 0.018 0.036Columna G5 0.45 0.45 3.50 23.70 37.10 0.0034 0.0034 0.001 0.001 0.023 0.036Columna G4 0.45 0.45 3.50 18.70 37.10 0.0034 0.0034 0.001
0.001 0.029 0.036Columna G7 0.45 0.45 3.50 35.70 37.10 0.0034 0.0034 0.001 0.001 0.035 0.036Columna G6 0.45 0.45 3.50 29.50 37.10 0.0034 0.0034 0.001
0.001 0.000 0.042Columna H2 0.45 0.45 3.50 5.20 42.60 0.0034 0.0034 0.001 0.001 0.005 0.042Columna H1 0.45 0.45 3.50 0.00 42.60 0.0034 0.0034 0 .001
0.001 0.011 0.042Columna H4 0.45 0.45 3.50 18.70 42.60 0.0034 0.0034 0.001 0.001 0.018 0.042Columna H3 0.45 0.45 3.50 11.70 42.60 0.0034 0.0034 0.001
0.001 0.023 0.042Columna H6 0.45 0.45 3.50 29.50 42.60 0.0034 0.0034 0.001 0.001 0.029 0.042Columna H5 0.45 0.45 3.50 23.70 42.60 0.0034 0.0034 0.001
0.001 0.035 0.042
Placa B 3-4 7 0.25 3.50 15.20 5.50 7.1458 0.0091 2.0417 0.0026 0.040 11.229
Columna H7 0.45 0.45 3.50 35.70 42.60 0.0034 0.0034 0.001
0.0026 0.040 75.754.138 0.0599 1.052 88.12
Placa G 3-4 7 0.25 3.50 15.20 37.10 7.1458 0.0091 2.0417
0.00
6.80 23.706.40 30.107.00 37.105.50 42.60
6.20 11.705.20 16.90
EJE X - X0.00
5.20 5.20
EJE Y - Y
5.50 5.50
6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70
7/29/2019 Arequipa - Analisis sismico
14/44
1234567
ABCDEFGH
0.001 0.000 0.000Columna A2 0.45 0.45 3.30 5.20 0.00 0.0034 0.0034 0 .001 0.001 0.005 0.000Columna A1 0.45 0.45 3.30 0.00 0.00 0.0034 0.0034 0 .001
0.001 0.012 0.000Columna A4 0.45 0.45 3.30 18.70 0.00 0.0034 0.0034 0.001 0.001 0.019 0.000Columna A3 0.45 0.45 3.30 11.70 0.00 0.0034 0.0034 0 .001
0.001 0.025 0.000Columna A6 0.45 0.45 3.30 29.50 0.00 0.0034 0.0034 0.001 0.001 0.031 0.000Columna A5 0.45 0.45 3.30 23.70 0.00 0.0034 0.0034 0 .001
0.001 0.037 0.000Columna B1 0.45 0.45 3.30 0.00 5.50 0.0034 0.0034 0 .001 0.001 0.000 0.006Columna A7 0.45 0.45 3.30 35.70 0.00 0.0034 0.0034 0 .001
11.70 5.50 0.0034 0.0034 0.001 0.001 0.012 0.006Columna B2 0.45 0.45 3.30 5.20 5.50 0.0034 0.0034 0 .001
0.001 0.019 0.006
5.3 .- CENTRO DE RIGIDEZ EN EL 3ER PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
Columna B4 0.45 0.45 3.30 18.70 5.50 0.0034 0.0034 0 .001
0.001 0.005 0.006Columna B3 0.45 0.45 3.30
0.001 0.001 0.025 0.0060.45 0.45 3.30 29.50 5.50 0.0034 0.0034 0 .001 0.001 0.031 0.006
Columna B5Columna B6
0.45 0.45 3.30 23.70 5.50 0.0034 0.0034
0.001 0.037 0.006Columna C1 0.45 0.45 3.30 0.00 11.70 0.0034 0.0034 0.001 0.001 0.000 0.012Columna B7 0.45 0.45 3.30 35.70 5.50 0.0034 0.0034 0 .001
0.001 0.005 0.012Columna C3 0.45 0.45 3.30 11.70 11.70 0.0034 0.0034 0.001 0.001 0.012 0.012Columna C2 0.45 0.45 3.30 5.20 11.70 0.0034 0.0034 0 .001
0.001 0.019 0.012Columna C5 0.45 0.45 3.30 23.70 11.70 0.0034 0.0034 0.001 0.001 0.025 0.012Columna C4 0.45 0.45 3.30 18.70 11.70 0.0034 0.0034 0.001
0.001 0.031 0.012Columna C7 0.45 0.45 3.30 35.70 11.70 0.0034 0.0034 0.001 0.001 0.037 0.012Columna C6 0.45 0.45 3.30 29.50 11.70 0.0034 0.0034 0.001
0.001 0.000 0.018
Columna D2 0.45 0.45 3.30 5.20 16.90 0.0034 0.0034 0.001 0.001 0.005 0.018
Columna D1 0.45 0.45 3.30 0.00 16.90 0.0034 0.0034 0 .001
0.001 0.012 0.018Columna D4 0.45 0.45 3.30 18.70 16.90 0.0034 0.0034 0.001 0.001 0.019 0.018Columna D3 0.45 0.45 3.30 11.70 16.90 0.0034 0.0034 0.001
0.001 0.025 0.018Columna D6 0.45 0.45 3.30 29.50 16.90 0.0034 0.0034 0.001 0.001 0.031 0.018Columna D5 0.45 0.45 3.30 23.70 16.90 0.0034 0.0034 0.001
0.001 0.037 0.018Columna E1 0.45 0.45 3.30 0.00 23.70 0.0034 0.0034 0.001 0.001 0.000 0.025Columna D7 0.45 0.45 3.30 35.70 16.90 0.0034 0.0034 0.001
0.001 0.005 0.025Columna E3 0.45 0.45 3.30 11.70 23.70 0.0034 0.0034 0.001 0.001 0.012 0.025Columna E2 0.45 0.45 3.30 5.20 23.70 0.0034 0.0034 0 .001
0.001 0.019 0.025Columna E5 0.45 0.45 3.30 23.70 23.70 0.0034 0.0034 0.001 0.001 0.025 0.025Columna E4 0.45 0.45 3.30 18.70 23.70 0.0034 0.0034 0.001
0.001 0.031 0.025Columna E7 0.45 0.45 3.30 35.70 23.70 0.0034 0.0034 0.001 0.001 0.037 0.025Columna E6 0.45 0.45 3.30 29.50 23.70 0.0034 0.0034 0.001
0.001 0.000 0.031Columna F2 0.45 0.45 3.30 5.20 30.10 0.0034 0.0034 0.001 0.001 0.005 0.031Columna F1 0.45 0.45 3.30 0.00 30.10 0.0034 0.0034 0 .001
0.001 0.012 0.031Columna F4 0.45 0.45 3.30 18.70 30.10 0.0034 0.0034 0.001 0.001 0.019 0.031Columna F3 0.45 0.45 3.30 11.70 30.10 0.0034 0.0034 0.001
0.001 0.025 0.031Columna F6 0.45 0.45 3.30 29.50 30.10 0.0034 0.0034 0.001 0.001 0.031 0.031Columna F5 0.45 0.45 3.30 23.70 30.10 0.0034 0.0034 0.001
0.001 0.037 0.031Columna G1 0.45 0.45 3.30 0.00 37.10 0.0034 0.0034 0.001 0.001 0.000 0.038Columna F7 0.45 0.45 3.30 35.70 30.10 0.0034 0.0034 0.001
0.001 0.005 0.038Columna G3 0.45 0.45 3.30 11.70 37.10 0.0034 0.0034 0.001 0.001 0.012 0.038Columna G2 0.45 0.45 3.30 5.20 37.10 0.0034 0.0034 0 .001
0.001 0.019 0.038Columna G5 0.45 0.45 3.30 23.70 37.10 0.0034 0.0034 0.001 0.001 0.025 0.038Columna G4 0.45 0.45 3.30 18.70 37.10 0.0034 0.0034 0.001
0.001 0.031 0.038Columna G7 0.45 0.45 3.30 35.70 37.10 0.0034 0.0034 0.001 0.001 0.037 0.038Columna G6 0.45 0.45 3.30 29.50 37.10 0.0034 0.0034 0.001
0.001 0.000 0.044Columna H2 0.45 0.45 3.30 5.20 42.60 0.0034 0.0034 0.001 0.001 0.005 0.044Columna H1 0.45 0.45 3.30 0.00 42.60 0.0034 0.0034 0 .001
0.001 0.012 0.044Columna H4 0.45 0.45 3.30 18.70 42.60 0.0034 0.0034 0.001 0.001 0.019 0.044Columna H3 0.45 0.45 3.30 11.70 42.60 0.0034 0.0034 0.001
Columna H6 0.45 0.45 3.30 29.50 42.60 0.0034 0.0034 0.001 0.001 0.031 0.044Columna H5 0.45 0.45 3.30 23.70 42.60 0.0034 0.0034 0.001
EJE Y - Y
37.10 7.1458 0.0091 2.1654
0.001 0.037 0.044
Placa B 3-4 7.00 0.25 3.30 15.20 5.50 7.1458 0.0091 2.1654 0.0028 0.042 11.910
Columna H7 0.45 0.45 3.30 35.70 42.60 0.0034 0.0034 0.001
0.001 0.025 0.044
7.00 18.705.00 23.705.80 29.506.20 35.70
EJE X - X0.00
5.20 5.206.5 11.70
7.00 37.105.50 42.60
0.0028 0.042 80.344.3888 0.0635 1.115 93.46
Placa G 3-4 7.00 0.25 3.30 15.20
6.20 11.705.20 16.906.80 23.70
0.005.50 5.50
6.40 30.10
7/29/2019 Arequipa - Analisis sismico
15/44
1234567
ABCDEFGH
5.4 .- CENTRO DE RIGIDEZ EN EL 4TO PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
0.0011 0.000 0.000Columna A2 0.45 0.45 3.20 5.20 0.00 0.0034 0.0034 0.0011 0.0011 0.006 0.000Columna A1 0.45 0.45 3.20 0.00 0.00 0.0034 0.0034 0.0011
0.0011 0.012 0.000Columna A4 0.45 0.45 3.20 18.70 0.00 0.0034 0.0034 0.0011 0.0011 0.020 0.000Columna A3 0.45 0.45 3.20 11.70 0.00 0.0034 0.0034 0.0011
0.0011 0.025 0.000Columna A6 0.45 0.45 3.20 29.50 0.00 0.0034 0.0034 0.0011 0.0011 0.032 0.000Columna A5 0.45 0.45 3.20 23.70 0.00 0.0034 0.0034 0.0011
0.0011 0.038 0.000Columna B1 0.45 0.45 3.20 0.00 5.50 0.0034 0.0034 0.0011 0.0011 0.000 0.006Columna A7 0.45 0.45 3.20 35.70 0.00 0.0034 0.0034 0.0011
0.0011 0.006 0.006Columna B3 0.45 0.45 3.20 11.70 5.50 0.0034 0.0034 0.0011 0.0011 0.012 0.006Columna B2 0.45 0.45 3.20 5.20 5.50 0.0034 0.0034 0.0011
0.0011 0.020 0.006Columna B5 0.45 0.45 3.20 23.70 5.50 0.0034 0.0034 0.0011 0.0011 0.025 0.006Columna B4 0.45 0.45 3.20 18.70 5.50 0.0034 0.0034 0.0011
0.0011 0.032 0.006Columna B7 0.45 0.45 3.20 35.70 5.50 0.0034 0.0034 0.0011 0.0011 0.038 0.006Columna B6 0.45 0.45 3.20 29.50 5.50 0.0034 0.0034 0.0011
0.0011 0.000 0.012Columna C2 0.45 0.45 3.20 5.20 11.70 0.0034 0.0034 0.0011 0.0011 0.006 0.012Columna C1 0.45 0.45 3.20 0.00 11.70 0.0034 0.0034 0.0011
0.0011 0.012 0.012Columna C4 0.45 0.45 3.20 18.70 11.70 0.0034 0.0034 0.0011 0.0011 0.020 0.012Columna C3 0.45 0.45 3.20 11.70 11.70 0.0034 0.0034 0.0011
0.0011 0.025 0.012Columna C6 0.45 0.45 3.20 29.50 11.70 0.0034 0.0034 0.0011 0.0011 0.032 0.012Columna C5 0.45 0.45 3.20 23.70 11.70 0.0034 0.0034 0.0011
0.0011 0.038 0.012Columna D1 0.45 0.45 3.20 0.00 16.90 0.0034 0.0034 0.0011 0.0011 0.000 0.018Columna C7 0.45 0.45 3.20 35.70 11.70 0.0034 0.0034 0.0011
0.0011 0.006 0.018Columna D3 0.45 0.45 3.20 11.70 16.90 0.0034 0.0034 0.0011 0.0011 0.012 0.018Columna D2 0.45 0.45 3.20 5.20 16.90 0.0034 0.0034 0.0011
0.0011 0.020 0.018Columna D5 0.45 0.45 3.20 23.70 16.90 0.0034 0.0034 0.0011 0.0011 0.025 0.018Columna D4 0.45 0.45 3.20 18.70 16.90 0.0034 0.0034 0.0011
0.0011 0.032 0.018Columna D7 0.45 0.45 3.20 35.70 16.90 0.0034 0.0034 0.0011 0.0011 0.038 0.018Columna D6 0.45 0.45 3.20 29.50 16.90 0.0034 0.0034 0.0011
0.0011 0.000 0.025Columna E2 0.45 0.45 3.20 5.20 23.70 0.0034 0.0034 0.0011 0.0011 0.006 0.025Columna E1 0.45 0.45 3.20 0.00 23.70 0.0034 0.0034 0.0011
0.0011 0.012 0.025Columna E4 0.45 0.45 3.20 18.70 23.70 0.0034 0.0034 0.0011 0.0011 0.020 0.025Columna E3 0.45 0.45 3.20 11.70 23.70 0.0034 0.0034 0.0011
0.0011 0.025 0.025Columna E6 0.45 0.45 3.20 29.50 23.70 0.0034 0.0034 0.0011 0.0011 0.032 0.025Columna E5 0.45 0.45 3.20 23.70 23.70 0.0034 0.0034 0.0011
0.0011 0.038 0.025Columna F1 0.45 0.45 3.20 0.00 30.10 0.0034 0.0034 0.0011 0.0011 0.000 0.032Columna E7 0.45 0.45 3.20 35.70 23.70 0.0034 0.0034 0.0011
0.0011 0.006 0.032Columna F3 0.45 0.45 3.20 11.70 30.10 0.0034 0.0034 0.0011 0.0011 0.012 0.032Columna F2 0.45 0.45 3.20 5.20 30.10 0.0034 0.0034 0.0011
0.0011 0.020 0.032
Columna F5 0.45 0.45 3.20 23.70 30.10 0.0034 0.0034 0.0011 0.0011 0.025 0.032
Columna F4 0.45 0.45 3.20 18.70 30.10 0.0034 0.0034 0.0011
0.0011 0.032 0.032Columna F7 0.45 0.45 3.20 35.70 30.10 0.0034 0.0034 0.0011 0.0011 0.038 0.032Columna F6 0.45 0.45 3.20 29.50 30.10 0.0034 0.0034 0.0011
0.0011 0.000 0.040Columna G2 0.45 0.45 3.20 5.20 37.10 0.0034 0.0034 0.0011 0.0011 0.006 0.040Columna G1 0.45 0.45 3.20 0.00 37.10 0.0034 0.0034 0.0011
0.0011 0.012 0.040Columna G4 0.45 0.45 3.20 18.70 37.10 0.0034 0.0034 0.0011 0.0011 0.020 0.040Columna G3 0.45 0.45 3.20 11.70 37.10 0.0034 0.0034 0.0011
0.0011 0.025 0.040Columna G6 0.45 0.45 3.20 29.50 37.10 0.0034 0.0034 0.0011 0.0011 0.032 0.040Columna G5 0.45 0.45 3.20 23.70 37.10 0.0034 0.0034 0.0011
0.0011 0.038 0.040Columna H1 0.45 0.45 3.20 0.00 42.60 0.0034 0.0034 0.0011 0.0011 0.000 0.045Columna G7 0.45 0.45 3.20 35.70 37.10 0.0034 0.0034 0.0011
0.0011 0.006 0.045Columna H3 0.45 0.45 3.20 11.70 42.60 0.0034 0.0034 0.0011 0.0011 0.012 0.045Columna H2 0.45 0.45 3.20 5.20 42.60 0.0034 0.0034 0.0011
0.0011 0.020 0.045Columna H5 0.45 0.45 3.20 23.70 42.60 0.0034 0.0034 0.0011 0.0011 0.025 0.045Columna H4 0.45 0.45 3.20 18.70 42.60 0.0034 0.0034 0.0011
0.0011 0.032 0.045Columna H7 0.45 0.45 3.20 35.70 42.60 0.0034 0.0034 0.0011 0.0011 0.038 0.045Columna H6 0.45 0.45 3.20 29.50 42.60 0.0034 0.0034 0.0011
7.00 0.25 3.20 15.20 37.10 7.1458 0.0091 2.2331 0.0028 0.043 82.85Placa B 3-4 7.00 0.25 3.20 15.20 5.50 7.1458 0.0091 2.2331
23.706.40 30.107.00 37.105.50 42.60
6.80
0.0655 1.150 96.384.5259
0.0028 0.043 12.282Placa G 3-4
EJE X - X0.00
5.20 5.20
EJE Y - Y
5.50 5.506.20 11.705.20 16.90
6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70
0.00
7/29/2019 Arequipa - Analisis sismico
16/44
1234567
ABCDEFGH
5.5 .- CENTRO DE RIGIDEZ EN EL 5TO PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
0.0011 0.000 0.000Columna A2 0.45 0.45 3.10 5.20 0.00 0.0034 0.0034 0.0011 0.0011 0.006 0.000Columna A1 0.45 0.45 3.10 0.00 0.00 0.0034 0.0034 0.0011
0.0011 0.013 0.000Columna A4 0.45 0.45 3.10 18.70 0.00 0.0034 0.0034 0.0011 0.0011 0.021 0.000Columna A3 0.45 0.45 3.10 11.70 0.00 0.0034 0.0034 0.0011
0.0011 0.026 0.000Columna A6 0.45 0.45 3.10 29.50 0.00 0.0034 0.0034 0.0011 0.0011 0.033 0.000Columna A5 0.45 0.45 3.10 23.70 0.00 0.0034 0.0034 0.0011
0.0011 0.039 0.000Columna B1 0.45 0.45 3.10 0.00 5.50 0.0034 0.0034 0.0011 0.0011 0.000 0.006Columna A7 0.45 0.45 3.10 35.70 0.00 0.0034 0.0034 0.0011
0.0011 0.006 0.006Columna B3 0.45 0.45 3.10 11.70 5.50 0.0034 0.0034 0.0011 0.0011 0.013 0.006Columna B2 0.45 0.45 3.10 5.20 5.50 0.0034 0.0034 0.0011
0.0011 0.021 0.006Columna B5 0.45 0.45 3.10 23.70 5.50 0.0034 0.0034 0.0011 0.0011 0.026 0.006Columna B4 0.45 0.45 3.10 18.70 5.50 0.0034 0.0034 0.0011
0.0011 0.033 0.006Columna B7 0.45 0.45 3.10 35.70 5.50 0.0034 0.0034 0.0011 0.0011 0.039 0.006Columna B6 0.45 0.45 3.10 29.50 5.50 0.0034 0.0034 0.0011
0.0011 0.000 0.013Columna C2 0.45 0.45 3.10 5.20 11.70 0.0034 0.0034 0.0011 0.0011 0.006 0.013Columna C1 0.45 0.45 3.10 0.00 11.70 0.0034 0.0034 0.0011
0.0011 0.013 0.013Columna C4 0.45 0.45 3.10 18.70 11.70 0.0034 0.0034 0.0011 0.0011 0.021 0.013Columna C3 0.45 0.45 3.10 11.70 11.70 0.0034 0.0034 0.0011
0.0011 0.026 0.013Columna C6 0.45 0.45 3.10 29.50 11.70 0.0034 0.0034 0.0011 0.0011 0.033 0.013Columna C5 0.45 0.45 3.10 23.70 11.70 0.0034 0.0034 0.0011
0.0011 0.039 0.013Columna D1 0.45 0.45 3.10 0.00 16.90 0.0034 0.0034 0.0011 0.0011 0.000 0.019Columna C7 0.45 0.45 3.10 35.70 11.70 0.0034 0.0034 0.0011
0.0011 0.006 0.019Columna D3 0.45 0.45 3.10 11.70 16.90 0.0034 0.0034 0.0011 0.0011 0.013 0.019Columna D2 0.45 0.45 3.10 5.20 16.90 0.0034 0.0034 0.0011
0.0011 0.021 0.019Columna D5 0.45 0.45 3.10 23.70 16.90 0.0034 0.0034 0.0011 0.0011 0.026 0.019Columna D4 0.45 0.45 3.10 18.70 16.90 0.0034 0.0034 0.0011
0.0011 0.033 0.019Columna D7 0.45 0.45 3.10 35.70 16.90 0.0034 0.0034 0.0011 0.0011 0.039 0.019Columna D6 0.45 0.45 3.10 29.50 16.90 0.0034 0.0034 0.0011
0.0011 0.000 0.026Columna E2 0.45 0.45 3.10 5.20 23.70 0.0034 0.0034 0.0011 0.0011 0.006 0.026Columna E1 0.45 0.45 3.10 0.00 23.70 0.0034 0.0034 0.0011
0.0011 0.013 0.026Columna E4 0.45 0.45 3.10 18.70 23.70 0.0034 0.0034 0.0011 0.0011 0.021 0.026Columna E3 0.45 0.45 3.10 11.70 23.70 0.0034 0.0034 0.0011
0.0011 0.026 0.026Columna E6 0.45 0.45 3.10 29.50 23.70 0.0034 0.0034 0.0011 0.0011 0.033 0.026Columna E5 0.45 0.45 3.10 23.70 23.70 0.0034 0.0034 0.0011
0.0011 0.039 0.026Columna F1 0.45 0.45 3.10 0.00 30.10 0.0034 0.0034 0.0011 0.0011 0.000 0.033Columna E7 0.45 0.45 3.10 35.70 23.70 0.0034 0.0034 0.0011
0.0011 0.006 0.033Columna F3 0.45 0.45 3.10 11.70 30.10 0.0034 0.0034 0.0011 0.0011 0.013 0.033Columna F2 0.45 0.45 3.10 5.20 30.10 0.0034 0.0034 0.0011
0.0011 0.021 0.033
Columna F5 0.45 0.45 3.10 23.70 30.10 0.0034 0.0034 0.0011 0.0011 0.026 0.033
Columna F4 0.45 0.45 3.10 18.70 30.10 0.0034 0.0034 0.0011
0.0011 0.033 0.033Columna F7 0.45 0.45 3.10 35.70 30.10 0.0034 0.0034 0.0011 0.0011 0.039 0.033Columna F6 0.45 0.45 3.10 29.50 30.10 0.0034 0.0034 0.0011
0.0011 0.000 0.041Columna G2 0.45 0.45 3.10 5.20 37.10 0.0034 0.0034 0.0011 0.0011 0.006 0.041Columna G1 0.45 0.45 3.10 0.00 37.10 0.0034 0.0034 0.0011
0.0011 0.013 0.041Columna G4 0.45 0.45 3.10 18.70 37.10 0.0034 0.0034 0.0011 0.0011 0.021 0.041Columna G3 0.45 0.45 3.10 11.70 37.10 0.0034 0.0034 0.0011
0.0011 0.026 0.041Columna G6 0.45 0.45 3.10 29.50 37.10 0.0034 0.0034 0.0011 0.0011 0.033 0.041Columna G5 0.45 0.45 3.10 23.70 37.10 0.0034 0.0034 0.0011
Columna H1 0.45 0.45 3.10 0.00 42.60 0.0034 0.0034 0.0011 0.0011 0.000 0.047Columna G7 0.45 0.45 3.10 35.70 37.10 0.0034 0.0034 0.0011
Columna H3 0.45 0.45 3.10 11.70 42.60 0.0034 0.0034 0.0011 0.0011 0.013 0.047Columna H2 0.45 0.45 3.10 5.20 42.60 0.0034 0.0034 0.0011
Columna H5 0.45 0.45 3.10 23.70 42.60 0.0034 0.0034 0.0011 0.0011 0.026 0.047Columna H4 0.45 0.45 3.10 18.70 42.60 0.0034 0.0034 0.0011
15.20 5.50 7.1458 0.0091 2.3051
0.033 0.047Columna H7 0.45 0.45 3.10 35.70 42.60 0.0034 0.0034 0.0011 0.0011 0.039 0.047Columna H6 0.45 0.45 3.10 29.50 42.60 0.0034 0.0034 0.0011
5.50
7.00 18.705.00 23.705.80 29.506.20 35.70
0.0676 1.187 99.49
0.0029 0.045 12.678
0.0011
4.67190.0091 2.3051 0.0029 0.045 85.52
0.0011 0.021 0.047
0.0011 0.006 0.047
0.0011 0.039 0.041
6.40 30.107.00 37.105.50 42.60
Placa G 3-4 7.00 0.25 3.10 15.20 37.10 7.1458Placa B 3-4 7.00 0.25 3.10
EJE X - X0.00
5.20 5.206.5 11.70
EJE Y - Y
6.20 11.705.20 16.906.80 23.70
0.005.50
7/29/2019 Arequipa - Analisis sismico
17/44
1234567
ABCDEFGH
5.6 .- CENTRO DE RIGIDEZ EN EL 6TO PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
0.0012 0.000 0.000Columna A2 0.45 0.45 2.90 5.20 0.00 0.0034 0.0034 0.0012 0.0012 0.006 0.000Columna A1 0.45 0.45 2.90 0.00 0.00 0.0034 0.0034 0.0012
0.0012 0.014 0.000Columna A4 0.45 0.45 2.90 18.70 0.00 0.0034 0.0034 0.0012 0.0012 0.022 0.000Columna A3 0.45 0.45 2.90 11.70 0.00 0.0034 0.0034 0.0012
0.0012 0.028 0.000Columna A6 0.45 0.45 2.90 29.50 0.00 0.0034 0.0034 0.0012 0.0012 0.035 0.000Columna A5 0.45 0.45 2.90 23.70 0.00 0.0034 0.0034 0.0012
0.0012 0.042 0.000Columna B1 0.45 0.45 2.90 0.00 5.50 0.0034 0.0034 0.0012 0.0012 0.000 0.006Columna A7 0.45 0.45 2.90 35.70 0.00 0.0034 0.0034 0.0012
0.0012 0.006 0.006Columna B3 0.45 0.45 2.90 11.70 5.50 0.0034 0.0034 0.0012 0.0012 0.014 0.006Columna B2 0.45 0.45 2.90 5.20 5.50 0.0034 0.0034 0.0012
0.0012 0.022 0.006Columna B5 0.45 0.45 2.90 23.70 5.50 0.0034 0.0034 0.0012 0.0012 0.028 0.006Columna B4 0.45 0.45 2.90 18.70 5.50 0.0034 0.0034 0.0012
0.0012 0.035 0.006Columna B7 0.45 0.45 2.90 35.70 5.50 0.0034 0.0034 0.0012 0.0012 0.042 0.006Columna B6 0.45 0.45 2.90 29.50 5.50 0.0034 0.0034 0.0012
0.0012 0.000 0.014Columna C2 0.45 0.45 2.90 5.20 11.70 0.0034 0.0034 0.0012 0.0012 0.006 0.014Columna C1 0.45 0.45 2.90 0.00 11.70 0.0034 0.0034 0.0012
0.0012 0.014 0.014Columna C4 0.45 0.45 2.90 18.70 11.70 0.0034 0.0034 0.0012 0.0012 0.022 0.014Columna C3 0.45 0.45 2.90 11.70 11.70 0.0034 0.0034 0.0012
0.0012 0.028 0.014Columna C6 0.45 0.45 2.90 29.50 11.70 0.0034 0.0034 0.0012 0.0012 0.035 0.014Columna C5 0.45 0.45 2.90 23.70 11.70 0.0034 0.0034 0.0012
0.0012 0.042 0.014Columna D1 0.45 0.45 2.90 0.00 16.90 0.0034 0.0034 0.0012 0.0012 0.000 0.020Columna C7 0.45 0.45 2.90 35.70 11.70 0.0034 0.0034 0.0012
0.0012 0.006 0.020Columna D3 0.45 0.45 2.90 11.70 16.90 0.0034 0.0034 0.0012 0.0012 0.014 0.020Columna D2 0.45 0.45 2.90 5.20 16.90 0.0034 0.0034 0.0012
0.0012 0.022 0.020Columna D5 0.45 0.45 2.90 23.70 16.90 0.0034 0.0034 0.0012 0.0012 0.028 0.020Columna D4 0.45 0.45 2.90 18.70 16.90 0.0034 0.0034 0.0012
0.0012 0.035 0.020Columna D7 0.45 0.45 2.90 35.70 16.90 0.0034 0.0034 0.0012 0.0012 0.042 0.020Columna D6 0.45 0.45 2.90 29.50 16.90 0.0034 0.0034 0.0012
0.0012 0.000 0.028Columna E2 0.45 0.45 2.90 5.20 23.70 0.0034 0.0034 0.0012 0.0012 0.006 0.028Columna E1 0.45 0.45 2.90 0.00 23.70 0.0034 0.0034 0.0012
0.0012 0.014 0.028Columna E4 0.45 0.45 2.90 18.70 23.70 0.0034 0.0034 0.0012 0.0012 0.022 0.028Columna E3 0.45 0.45 2.90 11.70 23.70 0.0034 0.0034 0.0012
0.0012 0.028 0.028Columna E6 0.45 0.45 2.90 29.50 23.70 0.0034 0.0034 0.0012 0.0012 0.035 0.028Columna E5 0.45 0.45 2.90 23.70 23.70 0.0034 0.0034 0.0012
0.0012 0.042 0.028Columna F1 0.45 0.45 2.90 0.00 30.10 0.0034 0.0034 0.0012 0.0012 0.000 0.035Columna E7 0.45 0.45 2.90 35.70 23.70 0.0034 0.0034 0.0012
0.0012 0.006 0.035Columna F3 0.45 0.45 2.90 11.70 30.10 0.0034 0.0034 0.0012 0.0012 0.014 0.035Columna F2 0.45 0.45 2.90 5.20 30.10 0.0034 0.0034 0.0012
0.0012 0.022 0.035
Columna F5 0.45 0.45 2.90 23.70 30.10 0.0034 0.0034 0.0012 0.0012 0.028 0.035
Columna F4 0.45 0.45 2.90 18.70 30.10 0.0034 0.0034 0.0012
0.0012 0.035 0.035Columna F7 0.45 0.45 2.90 35.70 30.10 0.0034 0.0034 0.0012 0.0012 0.042 0.035Columna F6 0.45 0.45 2.90 29.50 30.10 0.0034 0.0034 0.0012
0.0012 0.000 0.044Columna G2 0.45 0.45 2.90 5.20 37.10 0.0034 0.0034 0.0012 0.0012 0.006 0.044Columna G1 0.45 0.45 2.90 0.00 37.10 0.0034 0.0034 0.0012
0.0012 0.014 0.044Columna G4 0.45 0.45 2.90 18.70 37.10 0.0034 0.0034 0.0012 0.0012 0.022 0.044Columna G3 0.45 0.45 2.90 11.70 37.10 0.0034 0.0034 0.0012
0.0012 0.028 0.044Columna G6 0.45 0.45 2.90 29.50 37.10 0.0034 0.0034 0.0012 0.0012 0.035 0.044Columna G5 0.45 0.45 2.90 23.70 37.10 0.0034 0.0034 0.0012
0.0012 0.042 0.044Columna H1 0.45 0.45 2.90 0.00 42.60 0.0034 0.0034 0.0012 0.0012 0.000 0.050Columna G7 0.45 0.45 2.90 35.70 37.10 0.0034 0.0034 0.0012
2.90 18.70 42.60 0.0034 0.0034 0.0012
0.0012 0.006 0.050Columna H3 0.45 0.45 2.90 11.70 42.60 0.0034 0.0034 0.0012 0.0012 0.014 0.050Columna H2 0.45 0.45 2.90 5.20 42.60 0.0034 0.0034 0.0012
0.0034 0.0012 0.0012 0.042 0.050Columna H6 0.45 0.45 2.90 29.50 42.60 0.0034 0.0034 0.0012
0.0012 0.022 0.050Columna H5 0.45 0.45 2.90 23.70 42.60 0.0034 0.0034 0.0012 0.0012 0.028 0.050Columna H4 0.45 0.45
6.80 23.706.40
6.20 11.70
0.0723 1.269 106.354.9941
0.0031 0.048 13.552Placa G 3-4 7.00 0.25 2.90 15.20 37.10 7.1458 0.0091 2.4641 0.0031 0.048 91.42Placa B 3-4 7.00 0.25 2.90 15.20 5.50 7.1458
30.107.00 37.105.50 42.60
0.0091 2.4641
0.0012 0.035 0.050Columna H7 0.45 0.45 2.90 35.70 42.60 0 .0034
EJE X - X0.00
5.20 5.20
EJE Y - Y
5.50 5.50
6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70
0.00
5.20 16.90
7/29/2019 Arequipa - Analisis sismico
18/44
1234567
ABCDEFGH
5.7 .- CENTRO DE RIGIDEZ EN EL 7MO PISO
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m) X CG Y CG Dy *x Dx *y
0.0012 0.000 0.000Columna A2 0.45 0.45 2.80 5.20 0.00 0.0034 0.0034 0.0012 0.0012 0.006 0.000Columna A1 0.45 0.45 2.80 0.00 0.00 0.0034 0.0034 0.0012
0.0012 0.014 0.000Columna A4 0.45 0.45 2.80 18.70 0.00 0.0034 0.0034 0.0012 0.0012 0.023 0.000Columna A3 0.45 0.45 2.80 11.70 0.00 0.0034 0.0034 0.0012
0.0012 0.029 0.000Columna A6 0.45 0.45 2.80 29.50 0.00 0.0034 0.0034 0.0012 0.0012 0.036 0.000Columna A5 0.45 0.45 2.80 23.70 0.00 0.0034 0.0034 0.0012
0.0012 0.044 0.000Columna B1 0.45 0.45 2.80 0.00 5.50 0.0034 0.0034 0.0012 0.0012 0.000 0.007Columna A7 0.45 0.45 2.80 35.70 0.00 0.0034 0.0034 0.0012
0.0012 0.006 0.007Columna B3 0.45 0.45 2.80 11.70 5.50 0.0034 0.0034 0.0012 0.0012 0.014 0.007Columna B2 0.45 0.45 2.80 5.20 5.50 0.0034 0.0034 0.0012
0.0012 0.023 0.007Columna B5 0.45 0.45 2.80 23.70 5.50 0.0034 0.0034 0.0012 0.0012 0.029 0.007Columna B4 0.45 0.45 2.80 18.70 5.50 0.0034 0.0034 0.0012
0.0012 0.036 0.007Columna B7 0.45 0.45 2.80 35.70 5.50 0.0034 0.0034 0.0012 0.0012 0.044 0.007Columna B6 0.45 0.45 2.80 29.50 5.50 0.0034 0.0034 0.0012
0.0012 0.000 0.014Columna C2 0.45 0.45 2.80 5.20 11.70 0.0034 0.0034 0.0012 0.0012 0.006 0.014Columna C1 0.45 0.45 2.80 0.00 11.70 0.0034 0.0034 0.0012
0.0012 0.014 0.014Columna C4 0.45 0.45 2.80 18.70 11.70 0.0034 0.0034 0.0012 0.0012 0.023 0.014Columna C3 0.45 0.45 2.80 11.70 11.70 0.0034 0.0034 0.0012
0.0012 0.029 0.014Columna C6 0.45 0.45 2.80 29.50 11.70 0.0034 0.0034 0.0012 0.0012 0.036 0.014Columna C5 0.45 0.45 2.80 23.70 11.70 0.0034 0.0034 0.0012
0.0012 0.044 0.014Columna D1 0.45 0.45 2.80 0.00 16.90 0.0034 0.0034 0.0012 0.0012 0.000 0.021Columna C7 0.45 0.45 2.80 35.70 11.70 0.0034 0.0034 0.0012
0.0012 0.006 0.021Columna D3 0.45 0.45 2.80 11.70 16.90 0.0034 0.0034 0.0012 0.0012 0.014 0.021Columna D2 0.45 0.45 2.80 5.20 16.90 0.0034 0.0034 0.0012
0.0012 0.023 0.021Columna D5 0.45 0.45 2.80 23.70 16.90 0.0034 0.0034 0.0012 0.0012 0.029 0.021Columna D4 0.45 0.45 2.80 18.70 16.90 0.0034 0.0034 0.0012
0.0012 0.036 0.021Columna D7 0.45 0.45 2.80 35.70 16.90 0.0034 0.0034 0.0012 0.0012 0.044 0.021Columna D6 0.45 0.45 2.80 29.50 16.90 0.0034 0.0034 0.0012
0.0012 0.000 0.029Columna E2 0.45 0.45 2.80 5.20 23.70 0.0034 0.0034 0.0012 0.0012 0.006 0.029Columna E1 0.45 0.45 2.80 0.00 23.70 0.0034 0.0034 0.0012
0.0012 0.014 0.029Columna E4 0.45 0.45 2.80 18.70 23.70 0.0034 0.0034 0.0012 0.0012 0.023 0.029Columna E3 0.45 0.45 2.80 11.70 23.70 0.0034 0.0034 0.0012
0.0012 0.029 0.029Columna E6 0.45 0.45 2.80 29.50 23.70 0.0034 0.0034 0.0012 0.0012 0.036 0.029Columna E5 0.45 0.45 2.80 23.70 23.70 0.0034 0.0034 0.0012
0.0012 0.044 0.029Columna F1 0.45 0.45 2.80 0.00 30.10 0.0034 0.0034 0.0012 0.0012 0.000 0.037Columna E7 0.45 0.45 2.80 35.70 23.70 0.0034 0.0034 0.0012
0.0012 0.006 0.037Columna F3 0.45 0.45 2.80 11.70 30.10 0.0034 0.0034 0.0012 0.0012 0.014 0.037Columna F2 0.45 0.45 2.80 5.20 30.10 0.0034 0.0034 0.0012
0.0012 0.023 0.037
Columna F5 0.45 0.45 2.80 23.70 30.10 0.0034 0.0034 0.0012 0.0012 0.029 0.037
Columna F4 0.45 0.45 2.80 18.70 30.10 0.0034 0.0034 0.0012
0.0012 0.036 0.037Columna F7 0.45 0.45 2.80 35.70 30.10 0.0034 0.0034 0.0012 0.0012 0.044 0.037Columna F6 0.45 0.45 2.80 29.50 30.10 0.0034 0.0034 0.0012
0.0012 0.000 0.045Columna G2 0.45 0.45 2.80 5.20 37.10 0.0034 0.0034 0.0012 0.0012 0.006 0.045Columna G1 0.45 0.45 2.80 0.00 37.10 0.0034 0.0034 0.0012
0.0012 0.014 0.045Columna G4 0.45 0.45 2.80 18.70 37.10 0.0034 0.0034 0.0012 0.0012 0.023 0.045Columna G3 0.45 0.45 2.80 11.70 37.10 0.0034 0.0034 0.0012
0.0012 0.029 0.045Columna G6 0.45 0.45 2.80 29.50 37.10 0.0034 0.0034 0.0012 0.0012 0.036 0.045Columna G5 0.45 0.45 2.80 23.70 37.10 0.0034 0.0034 0.0012
0.0012 0.044 0.045Columna H1 0.45 0.45 2.80 0.00 42.60 0.0034 0.0034 0.0012 0.0012 0.000 0.052Columna G7 0.45 0.45 2.80 35.70 37.10 0.0034 0.0034 0.0012
0.0012 0.006 0.052Columna H3 0.45 0.45 2.80 11.70 42.60 0.0034 0.0034 0.0012 0.0012 0.014 0.052Columna H2 0.45 0.45 2.80 5.20 42.60 0.0034 0.0034 0.0012
0.0012 0.023 0.052Columna H5 0.45 0.45 2.80 23.70 42.60 0.0034 0.0034 0.0012 0.0012 0.029 0.052Columna H4 0.45 0.45 2.80 18.70 42.60 0.0034 0.0034 0.0012
0.0012 0.036 0.052Columna H7 0.45 0.45 2.80 35.70 42.60 0.0034 0.0034 0.0012 0.0012 0.044 0.052Columna H6 0.45 0.45 2.80 29.50 42.60 0.0034 0.0034 0.0012
0.0749 1.315 110.155.1725
0.0033 0.049 14.036Placa G 3-4 7.00 0.25 2.80 15.20 37.10 7.1458 0.0091 2.5521 0.0033 0.049 94.68Placa B 3-4 7.00 0.25 2.80 15.20 5.50 7.1458 0.0091 2.5521
30.107.00 37.105.50 42.60
6.5 11.707.00 18.705.00 23.705.80 29.506.20 35.70
0.00
6.80
EJE X - X0.00
5.20 5.20
EJE Y - Y
5.50 5.506.20 11.705.20 16.90
23.706.40
7/29/2019 Arequipa - Analisis sismico
19/44
W CA
(ton/m3) P * XCG. P * YCG.Columna A1 0.45 0.45 3.80 2.40 1.85 0.00
Peso X CG Y CG0.00 0
6.- CENTRO DE MASAS6.1 CENTRO DE MASAS EN COLUMNAS Y PLACAS 1ER NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
0.45 0.45 3.80 2.40 1.850.45 0.45 3.80 2.40
0Columna A2Columna A3Columna A4Columna A5Columna A6
5.20 0.00 9.60 0
18.70 0.00 34.54 00.45 0.45 3.80 2.40 1.85 23.70
1.85 11.70 0.00 21.61 00.45 0.45 3.80 2.40 1.85
54.48 00.45 0.45 3.80 2.40 1.85 35.70 0.00 65.93
0.00 43.77 00.45 0.45 3.80 2.40 1.85 29.50 0.00
10.1574Columna B2Columna B3Columna B4Columna B5Columna B6
3.803.803.803.80
0Columna B1 0.45 0.45 3.80 2.40 1.85 0.00 5.50 0.00Columna A7
0.45
0.450.450.450.450.450.450.450.45
Columna B7Columna C1Columna C2
0.450.450.450.450.450.450.45 2.40
2.40
1.851.851.851.851.851.851.851.85
3.803.803.803.80
2.402.402.402.402.402.40
0.009.60
10.157410.157410.157410.157410.157410.1574
21.6075621.60756
9.6021.6134.5443.7754.4865.93
0.005.20
5.505.505.505.505.505.50
11.7011.70
5.2011.7018.7023.7029.5035.70
0.45
0.450.450.450.45
0.450.450.450.45
Columna D2Columna D3Columna D4
0.450.450.450.45
0.450.450.45
Columna C3Columna C4Columna C5Columna C6
Columna C7Columna D1
1.851.85
11.7018.7023.7029.50
35.700.005.20
11.70
1.851.851.851.85
1.851.85
3.803.80
2.402.402.402.40
2.402.402.402.40
3.803.803.803.80
3.803.80
31.2109231.21092
0.45 0.45 3.80 2.40 1.85 18.70 16.90 34.54
21.6075621.6075621.6075621.60756
21.6075631.21092
16.9016.90
21.6134.5443.7754.48
65.930.009.60
21.61
11.7011.7011.7011.70
11.7016.90
Columna E3Columna E4
0.450.450.450.450.450.450.45
31.21092Columna D5Columna D6Columna D7Columna E1Columna E2
0.450.450.450.45
2.40
1.851.851.851.851.851.851.85
2.402.402.402.402.402.40
0.450.450.45
3.803.803.803.803.803.803.80 34.54
31.2109231.2109231.2109243.7691643.7691643.7691643.76916
43.7754.4865.930.009.60
21.6118.70
16.9016.9016.9023.7023.7023.7023.70
23.7029.5035.700.005.20
11.70
0.450.45
3.803.803.803.803.80
3.803.803.80
0.450.450.450.450.45
0.45
1.851.851.851.851.85
1.851.851.85
2.400.450.450.450.450.45
0.450.450.45
Columna E5Columna E6Columna E7Columna F1Columna F2
Columna F3
23.7023.7023.7030.1030.10
30.1030.1030.10
23.7029.5035.700.005.20
11.702.402.40
2.402.402.402.40
2.40
0.450.45
3.803.803.803.80
Columna F6Columna F7Columna G1Columna G2
0.450.450.450.45
Columna F4Columna F5
34.5443.77
43.7691643.7691643.7691655.5886855.58868
55.5886855.5886855.58868
43.7754.4865.930.009.60
21.6118.7023.70
Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1
54.4865.930.009.60
55.5886855.5886868.5162868.51628
29.5035.700.005.20
30.1030.1037.1037.10
2.402.402.402.40
1.851.851.851.85
0.450.45
0.450.45
3.803.803.803.803.803.80
0.450.450.450.450.45
0.450.450.450.450.45
11.7018.7023.7029.5035.700.00
1.851.851.851.851.851.85
2.402.402.402.402.402.40
Placa B 3-4
0.450.450.450.45
0.450.457
Columna H2Columna H3Columna H4Columna H5
Columna H6Columna H7
68.5162868.5162868.5162868.5162868.5162878.67368
21.6134.5443.7754.4865.930.00
37.1037.1037.1037.1037.1042.60
1.851.85
1.851.8515.96
2.402.402.402.40
2.402.400.25
3.803.803.803.80
3.803.803.80
0.450.450.450.45
0.450.45
Placa G 3-4242.59
78.6736878.6736878.6736878.67368
78.6736878.6736887.78
9.6021.6134.5443.77
54.4865.9315.20
42.6042.6042.6042.60
42.6042.605.50
5.2011.7018.7023.70
29.5035.702.40
1.851.85
I
2.903.103.203.303.503.80
NIVEL h sismica (m)
VII 2.80VIVIVIIIII
592.116242.5937.1015.2015.962.403.800.257
VIII 1.40
2846.562324.60135.34
7/29/2019 Arequipa - Analisis sismico
20/44
6.2 CENTRO DE MASAS EN COLUMNAS Y PLACAS 2DO NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)Peso
Columna A2 0.45 0.45Columna A3 0.45 0.45
X CG Y CG P * XCG. P * YCG.Columna A1 0.45 0.45 0.00 0.00 0 0
3.50 2.40 1.70 5.20 0.00 8.85 03.50 2.40 1.70
Columna B1 0.45 0.45Columna B2 0.45 0.45
Columna A6 0.45 0.45Columna A7 0.45 0.45
Columna A4 0.45 0.45Columna A5 0.45 0.45
Columna B7 0.45 0.45Columna C1 0.45 0.45
Columna B5 0.45 0.45Columna B6 0.45 0.45
Columna B3 0.45 0.45Columna B4 0.45 0.45
Columna C6 0.45 0.45Columna C7 0.45 0.45
Columna C4 0.45 0.45Columna C5 0.45 0.45
Columna C2 0.45 0.45Columna C3 0.45 0.45
Columna D5 0.45 0.45Columna D6 0.45 0.45
Columna D3 0.45 0.45Columna D4 0.45 0.45
Columna D1 0.45 0.45
Columna D2 0.45 0.45
Columna E4 0.45 0.45Columna E5 0.45 0.45
Columna E2 0.45 0.45Columna E3 0.45 0.45
Columna D7 0.45 0.45Columna E1 0.45 0.45
Columna F3 0.45 0.45Columna F4 0.45 0.45
Columna F1 0.45 0.45Columna F2 0.45 0.45
Columna E6 0.45 0.45Columna E7 0.45 0.45
Columna G2 0.45 0.45Columna G3 0.45 0.45
Columna F7 0.45 0.45Columna G1 0.45 0.45
Columna F5 0.45 0.45Columna F6 0.45 0.45
Columna H1 0.45
2.40 1.70
0.45Columna H2 0.45 0.45
Columna G6 0.45 0.45Columna G7 0.45 0.45
Columna G4 0.45 0.45Columna G5 0.45 0.45
Placa G 3-4 7 0.25
Columna H7 0.45 0.45
Placa B 3-4 7 0.25
Columna H5 0.45 0.45Columna H6 0.45 0.45
Columna H3 0.45 0.45Columna H4 0.45 0.45
29.50 0.00 50.18 0
03.50 2.40 1.70 23.70 0.00 40.31 0
11.70 0.00 19.90 03.50 2.40 1.70 18.70 0.00 31.813.50 2.40 1.70
3.50 2.40 1.70
9.35553.50 2.40 1.70 11.70 5.50 19.90 9.35553.50 2.40 1.70 5.20 5.50 8.85
03.50 2.40 1.70 0.00 5.50 0.00 9.35553.50 2.40 1.70 35.70 0.00 60.73
9.35553.50 2.40 1.70 35.70 5.50 60.73 9.35553.50 2.40 1.70 29.50 5.50 50.18
9.35553.50 2.40 1.70 23.70 5.50 40.31 9.35553.50 2.40 1.70 18.70 5.50 31.81
19.90173.50 2.40 1.70 18.70 11.70 31.81 19.90173.50 2.40 1.70 11.70 11.70 19.90
19.90173.50 2.40 1.70 5.20 11.70 8.85 19.90173.50 2.40 1.70 0.00 11.70 0.00
19.90173.50 2.40 1.70 0.00 16.90 0.00 28.74693.50 2.40 1.70 35.70 11.70 60.73
19.90173.50 2.40 1.70 29.50 11.70 50.18 19.90173.50 2.40 1.70 23.70 11.70 40.31
28.74693.50 2.40 1.70 23.70 16.90 40.31 28.74693.50 2.40 1.70 18.70 16.90 31.81
28.74693.50 2.40 1.70 11.70 16.90 19.90 28.74693.50 2.40 1.70 5.20 16.90 8.85
40.31373.50 2.40 1.70 5.20 23.70 8.85 40.31373.50 2.40 1.70 0.00 23.70 0.00
28.74693.50 2.40 1.70 35.70 16.90 60.73 28.74693.50 2.40 1.70 29.50 16.90 50.18
40.31373.50 2.40 1.70 29.50 23.70 50.18 40.31373.50 2.40 1.70 23.70 23.70 40.31
40.31373.50 2.40 1.70 18.70 23.70 31.81 40.31373.50 2.40 1.70 11.70 23.70 19.90
51.20013.50 2.40 1.70 11.70 30.10 19.90 51.20013.50 2.40 1.70 5.20 30.10 8.85
40.31373.50 2.40 1.70 0.00 30.10 0.00 51.20013.50 2.40 1.70 35.70 23.70 60.73
51.20013.50 2.40 1.70 35.70 30.10 60.73 51.20013.50 2.40 1.70 29.50 30.10 50.18
51.2001
3.50 2.40 1.70 23.70 30.10 40.31 51.2001
3.50 2.40 1.70 18.70 30.10 31.81
63.10713.50 2.40 1.70 18.70 37.10 31.81 63.10713.50 2.40 1.70 11.70 37.10 19.90
63.10713.50 2.40 1.70 5.20 37.10 8.85 63.10713.50 2.40 1.70 0.00 37.10 0.00
63.10713.50 2.40 1.70 0.00 42.60 0.00 72.46263.50 2.40 1.70 35.70 37.10 60.73
63.10713.50 2.40 1.70 29.50 37.10 50.18 63.10713.50 2.40 1.70 23.70 37.10 40.31
18.70 42.60 31.81
72.46263.50 2.40 1.70 11.70 42.60 19.90 72.46263.50 2.40 1.70 5.20 42.60 8.85
NIVEL h sismica (m)
VII 2.80VI 2.90
80.853.50 2.40 14.70 15.20 37.10 223.44 545.373.50 2.40 14.70 15.20 5.50 223.44
72.46263.50 2.40 1.70 35.70 42.60 60.73 72.46263.50 2.40 1.70 29.50
124.66
II 3.50I 3.80
2621.832141.08
V 3.10IV 3.20III 3.30
42.60 50.18
72.46263.50 2.40 1.70 23.70 42.60 40.31 72.46263.50
VII 2.80VIII 1.40
7/29/2019 Arequipa - Analisis sismico
21/44
6.3 CENTRO DE MASAS EN COLUMNAS Y PLACAS 3ER NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)
1.60 0.00 0.00 0 0Columna A2 0.45 1.60 8.34
Peso X CG Y CG P * XCG. P * YCG.Columna A1 0.45 0.45 3.30 2.40
2.40 0.00 0
Columna C1Columna C2Columna C3Columna C4Columna C5Columna C6
Columna B2Columna B3Columna B4Columna B5Columna B6Columna B7
Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1
Columna E5Columna E6Columna E7Columna F1Columna F2Columna F3
Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4
Columna C7Columna D1
Columna D2Columna D3Columna D4Columna D5
Placa B 3-4Placa G 3-4
Columna H2Columna H3Columna H4Columna H5Columna H6Columna H7
Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1
Columna F4
Columna F5Columna F6Columna F7Columna G1Columna G2
0.450.450.450.450.450.45
0.450.450.450.450.450.45
0.450.450.450.450.45
0.450.45
0.450.450.450.450.450.45
0.450.450.450.450.450.45
0.450.450.450.45
0.450.45
0.450.450.450.450.450.45
0.450.450.450.450.450.45
0.450.45
77
0.450.450.450.450.450.45
0.450.450.450.450.450.45
0.450.450.45
0.45
0.450.450.450.450.450.45
0.450.45
0.450.450.450.45
0.450.450.450.450.450.45
NIVEL h sismica (m)
VII 2.80VI 2.90
0.250.25
0.450.450.450.450.450.45
0.450.450.450.450.450.45
0.45
0.450.450.450.450.45
0.450.450.450.450.450.45
II 3.50I 3.80
3.303.303.303.303.303.30
V 3.10IV 3.20III 3.30
2.402.402.402.40
8.345.20
0.000.000.000.000.00
0.00
0000
3.30
3.303.30
3.303.303.303.303.303.30
3.303.303.303.303.303.30
3.303.30
3.303.303.303.30
2.403.303.303.30
2.402.402.402.402.40
2.402.402.402.402.402.40
3.303.303.303.303.303.30
3.303.303.30
3.303.303.303.303.303.30
3.303.303.30
3.303.303.30
3.303.303.30
3.303.303.30
2.402.40
2.402.402.402.402.402.40
2.402.402.402.40
2.402.40
2.402.40
2.40
2.402.402.402.40
2.40
2.402.402.402.402.402.40
2.402.402.402.402.402.40
2.402.40
2.402.402.40
2.40
1.601.601.601.60
1.601.601.601.601.601.60
1.601.601.601.601.601.60
1.601.601.601.601.601.60
13.86
1.601.601.601.601.601.60
1.601.601.601.601.601.60
1.60
1.601.601.601.601.60
35.70
23.7029.5035.700.005.20
11.7018.7023.7029.50
5.2011.7018.7023.7029.5035.70
13.86
1.60
15.20
1.601.601.601.601.60
1.601.601.601.601.601.60
1.601.60
5.5011.7011.7011.7011.70
5.505.505.505.505.505.50
11.70
18.70
15.20
0.005.20
11.7018.7023.7029.50
5.2011.7018.7023.7029.5035.70
11.7018.70
23.7029.5035.700.00
23.7023.7023.7023.7023.7030.10
16.9016.9016.9016.9023.7023.70
11.7011.7016.90
16.9016.90
35.700.005.20
11.7018.7023.70
18.7023.7029.5035.700.005.20
11.70
30.10
5.2011.70
0.008.34
18.7629.9938.0147.3129.50
35.700.00
30.1030.1030.10
30.10
47.3157.260.00
08.82098.82098.82098.82098.82098.8209
57.26
18.7629.9938.0147.3157.260.00
18.7629.9938.0147.31
8.820918.7644618.7644618.7644618.7644618.76446
210.67210.67
8.3418.7629.9938.0147.3157.26
18.7629.9938.0147.3157.260.00
29.99
38.0147.3157.260.008.34
29.99
57.260.00
8.3418.7629.99
38.0100638.0100638.0100638.0100648.2743848.27438
27.1042227.1042227.1042238.0100638.0100638.01006
38.0147.31
18.76446
57.260.008.34
18.7644627.10422
27.1042227.1042227.10422
38.01
8.3418.76
2018.73
59.5009859.50098
48.2743848.27438
48.2743848.2743848.2743859.50098
18.76
42.6042.60
5.5037.10
37.1042.6042.6042.6042.6042.60
37.1037.1037.1037.1037.1037.10
30.10
117.53
VIII 1.40
2472.01
68.32188
76.23514.206
68.3218868.3218868.3218868.3218868.3218868.32188
59.5009859.5009859.5009859.50098
7/29/2019 Arequipa - Analisis sismico
22/44
0.450.45
2.402.402.402.402.402.402.402.402.40
11.70
6.4 CENTRO DE MASAS EN COLUMNAS Y PLACAS 4TO NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)Peso X CG Y CG
Columna B6
18.7023.7029.5035.700.00
P * XCG. P * YCG.
0.450.450.450.450.45
I 3.80
Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2
IV 3.20III 3.30II 3.50
VII 2.800.450.450.450.450.45
Columna B4Columna B5
Columna B7Columna C1
0.450.450.450.450.45
0.450.45
05.20 0
0.45
0.45
2.402.40
Columna A1 0.45 0.45 3.20 2.40 1.561.56 8.09
0.00 0.00 0
0.450.450.45
Columna E6Columna E7Columna F1Columna F2Columna F3Columna F4
Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5
VI 2.90V 3.10
3.203.203.20
Columna D1
Columna D2Columna D3Columna D4Columna D5Columna D6
Columna C2Columna C3Columna C4Columna C5Columna C6Columna C7
Columna B3
Placa G 3-4
Columna H3Columna H4Columna H5Columna H6
0.45
Columna H7
Placa B 3-4
Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2
Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3
77
0.450.450.45
0.45
0.450.450.45
0.450.450.45
0.450.450.450.45
0.450.450.450.450.45
0.450.450.450.450.450.450.45
0.45
0.45
0.450.450.45
0.45
0.45
0.45
0.450.450.45
0.450.450.450.450.450.45
0.450.450.450.450.45
0.450.450.450.450.450.45
0.450.450.45
0.450.450.450.450.450.45
3.203.203.203.203.20
3.203.203.203.20
3.203.20
3.203.203.203.203.203.20
3.203.203.20
0.45
0.250.25
0.450.450.450.450.450.45
0.450.450.450.45
3.203.203.20
0.450.45
0.450.45
0.450.450.450.45
0.450.450.45
3.203.20
3.203.20
3.203.20
3.203.20
3.203.203.203.203.203.20
3.203.203.203.20
3.203.203.20
3.203.203.20
3.203.203.203.203.203.20
3.20
1.56
1.561.561.561.56
2.40
2.402.40
2.402.402.402.402.402.40
2.402.402.402.402.402.40
2.402.40
2.402.402.402.40
2.402.402.40
1.562.402.40
1.561.561.561.561.561.56
2.402.402.40
2.402.402.402.402.402.40
2.402.402.40
2.402.402.40
2.402.402.402.40
1.56
1.561.561.561.561.561.56
1.561.561.561.56
1.561.56
1.561.561.561.561.56
1.561.561.561.561.56
1.561.56
13.4413.44
1.561.561.561.561.561.56
1.561.561.561.561.561.56
1.561.56
1.561.561.56
35.700.00
5.2011.7018.7023.70
0.005.20
11.7018.7023.7029.50
5.2011.7018.7023.7029.5035.70
0.00
18.70
23.7029.5035.700.005.20
23.7029.5035.700.005.20
11.70
29.5035.700.005.20
11.7018.70
5.5011.7011.7011.7011.7011.70
5.505.505.505.505.505.50
0.000.000.000.000.000.00
23.7023.70
36.86
23.7030.1030.10
16.9016.9016.9023.7023.7023.70
11.7011.7016.90
16.9016.9016.90
55.520.00
29.0836.8645.8855.520.008.09
45.8855.520.00
8.0918.20
55.520.008.09
18.2029.0836.86
18.2029.0836.8645.88
42.60
5.5037.10
42.6042.6042.6042.6042.6042.60
37.1037.1037.1037.1037.1037.10
30.1030.10
30.1030.1030.1037.10
23.70
45.8855.520.008.09
18.2029.08
00000
8.5536
45.8855.52
204.29204.29
55.520.008.09
18.2029.0836.86
0.008.09
18.2029.0836.8645.88
8.0918.2029.08
36.8645.8855.52
18.2029.0836.8645.88
18.1958426.28288
26.2828826.2828826.2828826.28288
18.1958418.1958418.1958418.1958418.1958418.19584
8.55368.55368.55368.55368.55368.5536
46.81152
46.8115246.8115246.8115257.6979257.69792
36.8582436.8582436.8582446.8115246.8115246.81152
26.2828826.2828836.8582436.8582436.8582436.85824
113.97 2397.101957.56
73.92498.624
66.2515266.2515266.2515266.2515266.2515266.25152
57.6979257.6979257.6979257.6979257.6979266.25152
15.2015.20
5.2011.7018.7023.7029.5035.70
11.7018.7023.7029.5035.70
NIVEL h sismica (m)
VIII 1.402.40
7/29/2019 Arequipa - Analisis sismico
23/44
483.0422322.201896.38110.41
45.3486645.3486655.8948655.8948655.8948655.8948655.8948655.8948655.8948664.1811664.1811664.1811664.1811664.1811664.1811664.18116
71.61
25.4615425.4615425.4615425.4615425.4615435.7064235.7064235.7064235.7064235.7064235.7064235.7064245.3486645.3486645.3486645.34866
45.34866
53.790.007.83
17.6328.1735.7144.4453.79
197.90197.90
000000
8.28638.28638.28638.28638.28638.28638.2863
17.6272217.6272217.6272217.6272217.6272217.6272217.6272225.46154
25.46154
28.1735.7144.4453.790.007.83
17.6328.17
35.7144.4453.790.007.83
17.6328.1735.7144.44
5.5037.10
7.8317.6328.1735.7144.4453.790.007.83
17.6328.1735.7144.4453.790.007.83
17.6328.1735.7144.4453.790.00
7.8317.6328.1735.7144.4453.790.007.83
17.63
30.1030.1030.1037.1037.1037.1037.1037.1037.1037.1042.6042.6042.6042.6042.6042.6042.60
16.9016.9016.9016.9016.9016.9023.7023.7023.7023.7023.7023.7023.7030.1030.1030.1030.10
29.5035.700.005.20
11.7018.7023.7029.5035.70
15.2015.20
0.000.000.000.000.000.005.505.505.505.505.505.505.50
11.7011.7011.7011.7011.7011.7011.7016.90
11.7018.7023.7029.5035.700.005.20
11.7018.70
23.7029.5035.700.005.20
11.7018.7023.70
1.51
13.0213.02
5.2011.7018.7023.7029.5035.700.005.20
11.7018.7023.7029.5035.700.005.20
11.7018.7023.7029.5035.700.00
5.2011.7018.7023.7029.5035.700.005.20
1.51
1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51
1.51
1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51
2.402.402.402.402.402.402.402.402.402.40
2.402.40
1.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.511.51
2.402.402.402.402.402.402.402.402.402.40
2.402.402.402.402.402.402.40
3.103.10
3.103.10
2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40
2.402.402.402.402.402.402.40
3.103.10
3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10
3.103.10
3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10
3.103.103.103.103.103.103.103.103.103.103.103.103.103.103.103.103.10
0.450.450.450.450.450.450.450.450.450.450.450.45
0.250.25
NIVEL h sismica (m)
VII 2.80VI 2.90V 3.10IV 3.20III 3.30II 3.50I 3.80
3.103.10
0.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.45
0.450.450.450.45
77
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.45
0.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
Columna E6Columna E7
Columna H4Columna H5Columna H6Columna H7
Placa B 3-4Placa G 3-4
Columna F1Columna F2Columna F3Columna F4
Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2Columna H3
Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3Columna C4
6.5 CENTRO DE MASAS EN COLUMNAS Y PLACAS 5TO NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)Peso X CG Y CG P * XCG. P * YCG.
Columna A1 0.45 0.45 3.10 2.40 1.51 0.00 0.00 0 0
VIII 1.40
Columna C5Columna C6Columna C7Columna D1
Columna D2Columna D3Columna D4Columna D5Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5
7/29/2019 Arequipa - Analisis sismico
24/44
60.0404460.04044
66.99451.8782172.381774.03103.29
185.14185.14
2.40
2.402.40
5.5037.10
12.1812.182.900.25
23.8188623.8188623.8188623.8188623.81886
33.40
0.007.33
16.49
52.2887452.2887460.0404460.0404460.0404460.0404460.04044
33.4027833.4027833.4027842.4229442.4229442.4229442.42294
42.4229442.4229442.4229452.2887452.2887452.2887452.2887452.28874
33.4041.5850.320.007.33
37.10
26.3633.4041.58
16.49
00
7.75177.75177.75177.75177.75177.75177.7517
16.4899816.4899816.4899816.48998
33.4027833.4027833.4027833.40278
16.4899816.4899816.4899823.81886
23.81886
33.4041.5850.320.00
7.3316.4926.36
41.5850.32
26.3633.4041.5850.320.007.33
16.4926.36
7.3316.4926.3633.4041.5850.320.007.33
16.4926.3633.4041.5850.320.007.33
16.4926.36
26.3633.4041.5850.32
37.1042.6042.6042.6042.6042.6042.6042.60
23.7023.7023.7023.7030.1030.1030.1030.10
30.1030.1030.1037.1037.1037.1037.1037.10
50.320.007.33
16.4918.7023.7029.5035.70
15.2015.20
5.505.505.505.50
11.7011.7011.7011.7011.7011.7011.7016.90
16.9016.9016.9016.9016.9016.9023.7023.7023.70
0.005.20
11.7018.70
18.70
23.7029.5035.700.005.20
11.7018.70
35.70
11.70
0.005.20
11.70
1.411.41
23.7029.5035.700.005.20
23.7029.50
1.41
35.700.005.20
11.7018.7023.7029.5035.700.005.20
11.7018.7023.7029.5035.700.00
5.2011.7018.7023.7029.5035.70
1.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.411.41
1.411.411.411.411.411.41
1.411.411.411.41
1.411.411.411.41
2.40
2.902.90
2.902.902.902.902.902.902.902.90
1.411.411.411.411.411.41
1.411.411.411.411.411.411.41
2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40
2.402.402.40
1.411.411.411.41
2.402.402.402.402.402.402.402.402.402.402.402.40
2.402.402.402.402.40
2.402.402.402.40
2.402.402.402.402.402.402.402.402.40
0.450.450.450.450.450.450.450.450.450.450.450.45
0.25
2.902.902.902.902.902.902.902.902.90
2.902.902.902.902.902.902.902.90
0.450.45
2.902.902.902.902.902.902.902.902.902.902.90
2.902.902.902.902.90
2.90
2.90
2.902.902.902.90
2.90
0.450.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.45
0.450.450.45
0.450.450.450.450.450.45
0.450.450.450.450.450.450.450.45
0.450.450.45
0.450.450.450.450.45
77
0.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.450.45
0.45
0.450.450.450.450.45
Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2Columna H3Columna H4Columna H5Columna H6Columna H7
Placa B 3-4Placa G 3-4
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5Columna E6Columna E7Columna F1Columna F2Columna F3Columna F4
Columna F5Columna F6Columna F7Columna G1Columna G2
Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3Columna C4Columna C5Columna C6Columna C7Columna D1
Columna D2Columna D3Columna D4Columna D5Columna D6
IV 3.20III 3.30II 3.50I 3.80
Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1Columna B2Columna B3
0.000.000.000.000.000.005.505.505.50
2.902.902.902.902.902.90
Columna A1 0.45 0.45 2.90 2.40 1.41 0.00 0.00 0 0NIVEL h sismica (m)
VII 2.80VI 2.90V 3.10
2.402.402.402.402.40
5.2011.7018.7023.7029.50
0000
6.6 CENTRO DE MASAS EN COLUMNAS Y PLACAS 6TO NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)Peso X CG Y CG P * XCG. P * YCG.
VIII 1.40
7/29/2019 Arequipa - Analisis sismico
25/44
2097.471712.8699.72
50.4856850.4856850.4856850.4856850.4856857.9700857.9700857.9700857.9700857.9700857.9700857.97008
64.68436.296
48.580.007.08
15.9225.4532.2540.1448.58
178.75178.75
1.361.361.36
22.9975222.99752
7.0815.9225.4532.2540.14
22.9975232.2509632.2509632.2509632.2509632.2509632.2509632.2509640.9600840.9600840.9600840.96008
40.9600840.9600840.9600850.4856850.48568
40.1448.580.007.08
15.9225.4532.2540.14
7.48447.48447.48447.48447.48447.4844
15.9213615.9213615.9213615.9213615.9213615.9213615.9213622.99752
22.9975222.9975222.99752
0.00
42.6042.6042.6042.6042.60
5.5037.10
7.0815.9225.4532.2540.1448.580.007.08
15.9225.4532.2540.1448.580.007.08
15.9225.4532.2540.1448.580.00
7.0815.9225.4532.25
23.7030.1030.1030.1030.10
30.1030.1030.10
16.9016.9016.9023.7023.7023.7023.7023.7023.70
48.580.007.08
15.9225.45
32.2540.1448.58
37.1037.1037.1037.1037.1037.1037.1042.6042.60
18.7023.7029.5035.70
15.2015.20
5.505.505.505.505.505.50
11.7011.7011.7011.7011.7011.7011.7016.90
16.9016.9016.90
0.005.20
11.7018.70
23.7029.5035.700.005.20
11.7018.7023.7029.5035.700.005.20
11.70
1.36
11.7611.76
11.7018.7023.7029.5035.700.005.20
11.7018.7023.7029.5035.700.00
5.2011.7018.7023.7029.5035.700.005.20
11.7018.7023.7029.5035.70
1.361.361.361.36
1.361.361.361.361.361.361.361.361.361.361.361.361.36
1.361.361.361.36
1.361.361.361.361.361.361.361.361.361.361.361.361.36
2.402.402.402.402.402.402.402.402.402.402.402.402.40
2.402.40
1.361.361.361.361.361.361.361.361.361.361.361.361.361.361.361.361.36
2.402.402.402.402.402.402.402.402.402.402.402.402.40
2.402.402.402.40
2.802.802.802.802.80
2.802.80
2.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.402.40
2.402.402.402.40
2.802.802.802.802.80
2.802.802.802.802.802.802.802.802.802.802.802.80
2.802.802.802.802.80
2.802.802.802.802.802.802.802.802.802.802.802.80
0.450.450.450.45
0.250.25
NIVEL h sismica (m)
VII 2.80VI 2.90V 3.10IV 3.20III 3.30II 3.50I 3.80
2.802.802.802.802.802.802.802.802.802.80
0.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
77
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.45
Columna H3Columna H4Columna H5Columna H6Columna H7
Placa B 3-4Placa G 3-4
0.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.450.45
0.450.450.450.45
Columna E7Columna F1Columna F2Columna F3Columna F4
Columna F5Columna F6Columna F7Columna G1Columna G2Columna G3Columna G4Columna G5Columna G6Columna G7Columna H1Columna H2
Columna C4Columna C5Columna C6Columna C7Columna D1
Columna D2Columna D3Columna D4Columna D5Columna D6Columna D7Columna E1Columna E2Columna E3Columna E4Columna E5Columna E6
Columna B2
5.2011.7018.7023.7029.5035.700.005.20
Columna B3Columna B4Columna B5Columna B6Columna B7Columna C1Columna C2Columna C3
2.802.802.802.802.802.80
Columna A1 0.45 0.45 2.80 2.40 1.36 0.00 0.00 0 0Columna A2Columna A3Columna A4Columna A5Columna A6Columna A7Columna B1
0.000.000.000.000.000.005.50
000000
7.4844
6.7 CENTRO DE MASAS EN COLUMNAS Y PLACAS 7TO NIVEL
Descripcinb(m) en
x-x
t (m) en
y-yh Sismica (m)
W CA
(ton/m3)Peso X CG Y CG P * XCG. P * YCG.
VIII 1.40
7/29/2019 Arequipa - Analisis sismico
26/44
1981.2872016.244110.880
57.748VS EJE H-H / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658 62.066VS EJE H-H / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568
65.30470.701
VS EJE H-H / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895 49.113VS EJE H-H / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016VS EJE H-H / 2-3 0.25 0.70 6.05 2.40 2.541 10.00 25.70 25.410
62.066VS EJE G-G / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658VS EJE H-H / 1-2 51.2726.48425.703.251.9952.40
49.113VS EJE G-G / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568 57.748VS EJE G-G / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895
51.27265.304
VS EJE G-G / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016 70.701
VS EJE G-G / 2-3 0.25 0.70 6.05 2.40 2.541 10.00 25.70 25.410VS EJE G-G / 1-2 0.25 0.70 4.75 2.40 1.995 3.25 25.70 6.484
57.748VS EJE F-F / 6-7 0.25 0.70 5.75 2.40 2.415 30.50 25.70 73.658 62.066VS EJE F-F / 5-6 0.25 0.70 5.35 2.40 2.247 27.40 25.70 61.568
70.701VS EJE F-F / 4-5 0.25 0.70 4.55 2.40 1.911 21.40 25.70 40.895 49.113VS EJE F-F / 3-4 0.25 0.70 6.55 2.40 2.751 16.00 25.70 44.016
3.25 25.70 6.484 51.272VS EJE F-F / 2-3 0.25 0.70 6.05 2.40 2.541VS EJE F-F / 1-2 0.25 0.70 4.75 2.40 1.995
10.00 25.70 25.410 65.304
65.30470.70149.11357.74862.066
25.41044.01640.89561.56873.658
25.7025.7025.7025.7025.70
10.0016.0021.4027.4030.50
2.7511.9112.2472.415
2.402.402.402.402.40
6.484 51.2721.9950.250.250.250.250.25
VS EJE E-E / 2-3VS EJE E-E / 3-4VS EJE E-E / 4-5VS EJE E-E / 5-6VS EJE E-E / 6-7
6.056.554.555.355.75
0.700.700.700.700.70
2.541
20.2020.2020.20
20.2020.2020.20
VS EJE E-E / 1-2 0.25 0.70 4.75 2.40 3.25 25.70
2.402.40
2.402.402.40
3.2510.0016.00
21.4027.4030.50
51.32855.570