METODO DE MUTO
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ANALISIS POR EL METODO DE MUTO 1.0 ESTRUCTURACION EN PLANTA Y ELEVACION
PREDIMENSIONAMIENTO
A. ESTRUCTURACION EN PLANTA C4
C2
C2
C4
C2
VP
B m. 0.25
H m. 0.45
E
VS C1 C2 C3
0.25 0.25 0.25 0.25
0.30 0.35 0.35 0.25
D
C4 LOSA ALIG.
0.25
0.25 0.17
4.3 C3
C1
C1
C3
C1
3.3
7.25
PERIMETRO C3
C1
C1
C3
C1
0.70
C
4.3 16 C3
C1
C1
C3
C1
B
3.85 C4
C2
3.25 1
C2
3.75 2
C4
C2
3.05 3
A
14.05
3.75 4
5
B. ESTRUCTURACION EN ELEVACION 0.17
0.45
2.43
0.30 2.30
2.6
2.15 0.17
0.45
2.43
0.30 2.30
2.6
2.15 0.17
0.45
2.43
0.30 2.30
2.6
2.15 0.17
0.45
3.03
2.75
0.30
2.90
2.98
1
1
1
1
FUERZAS CORTANTES TOTALES POR PISO SENTIDO PRINCIPAL Y SECUNDARIO Nivel hi (m) Pi (Kg) Pihi 4 10.78 191738.22 2065979.342 3 8.18 221038.62 1806990.686 2 5.58 221038.62 1232290.284 1 2.98 246325.24 732817.580 suma 5838077.892
V 92414.77 92414.77 92414.77 92414.77
Fi 32703.745 28604.044 19506.733 11600.251 92414.773
Vi 32703.745 61307.789 80814.522 92414.773
32703.745 61307.789 80814.522 92414.773
INGRESO SIMPLE
K1 K yo
1 3 8X K2 1 0.65
0.4 0.45
A B V K?
3 0.55
4.04 0.498
V1 V2 X
RIGIDECES A. SENTIDO PRINCIPAL B. SENTIDO SECUNDARIO VIGAS PRINCIPALES VIGAS SECUNDARIAS KAB 4.931 K12 1.731 KBC 4.415 K23 1.500 KCD 5.753 K34 1.844 KDE 4.415 K45 1.500 COLUMNAS (P.TIP.) COLUMNAS (P.TIP.) KC1 3.435 KC1 1.753 KC2 3.435 KC2 1.753 KC3 1.252 KC3 1.252 KC4 1.252 KC4 1.252 COLUMNAS (PISO COLUMNAS 01) (PISO 01) KC1 3.002 KC1 1.532 KC2 3.002 KC2 1.532 KC3 1.094 KC3 1.094 KC4 1.094 KC4 1.094 RELACION DE RIGIDECES, COEFICIENTE DE RIGIDEZ, COEFICIENTE DE DISTRIBUCION DE CORTE Y PI PORTICO PRINCIPAL 1-1 (son similares 1-1 y 5-5) 4.931
4.415 0.79
0.802
0.802
0.638
0.987 0.56
4.415
1.005 0.58
5.753
0.799 0.46
4.415 8.121
3.526
0.66 a
0.79
0.802
0.802
0.638
0.830 Dy 0.52 yo y
0.987 0.61
1.005 0.63
4.415
###
8.121 1.252
7.46 1.252
3.94 K ###
1.005 0.63
5.753
0.799 0.51
4.415 3.526
0.66 a
0.79
0.802
0.802
0.638
0.830 Dy 0.5 yo y3 y
0.987 0.5
4.931
1.005 0.5
4.415
###
8.121 1.252
8.121 1.252
7.46 ###
3.94 K
1.005 0.5
5.753
0.799 0.5
4.415 9.293
4.035
0.77 a
0.86
0.867
0.867
0.751
0.84 Dy 0.48 yo y2 y
B
0.94 0.27
C
0.949 0.24
D
0.949 0.24
###
9.293 1.094
8.54 ###
4.51 K
1.094
### ###
1.005 0.58
###
3.526
1.252
8.121
4.931
###
4.415
8.121
4.931
A
5.753
7.46 1.252
0.66 a 0.830 Dy 0.47 yo y
###
###
3.94 K
E
0.822 0.5
PORTICO PRINCIPAL 5-5 (son similares 1-1 y 5-5) 4.415 0.802
0.802
0.638
0.830 Dy 0.47 yo y
0.987 0.56
4.415
1.005 0.58
5.753
0.799 0.46
4.415 8.121
3.526
0.66 a
0.79
0.802
0.802
0.638
0.830 Dy 0.52 yo y
0.987 0.61
1.005 0.63
4.415
###
8.121 1.252
7.46 1.252
3.94 K ###
1.005 0.63
5.753
0.799 0.51
4.415 3.526
0.66 a
0.79
0.802
0.802
0.638
0.830 Dy 0.5 yo y3 y
0.987 0.5
4.931
1.005 0.5
4.415
###
8.121 1.252
8.121 1.252
7.46 ###
3.94 K
1.005 0.5
5.753
0.799 0.5
4.415 9.293
4.035
0.77 a
0.86
0.867
0.867
0.751
0.84 Dy 0.48 yo y2 y
B
0.94 0.27
C
0.949 0.24
D
0.949 0.24
###
9.293 1.094
8.54 ###
4.51 K
1.094
### ###
1.005 0.58
###
0.79
1.252
3.526
0.66 a
1.252
8.121
4.931
###
4.415
8.121
4.931
A
5.753
7.46 ###
###
4.931 3.94 K
E
0.822 0.5
PORTICO SECUNDARIO A-A (son similares A-A y E-E) 1.500 0.480
0.488
0.488
0.375
0.841
1.500
0.856
1.844
0.469
1.500 1.908
1.198
0.41 a
0.480
0.488
0.488
0.375
0.512 Dx yo y
0.841
0.856
1.500
1.252
1.908 1.753
1.843 ###
1.38 K ###
0.856
1.844
0.469
1.500 1.198
0.41 a
0.480
0.488
0.488
0.375
0.512 Dx yo y3 y
0.841
1.731
0.856
1.500
1.252
1.908 1.753
1.908 ###
1.843 ###
1.38 K
0.856
1.844
0.469
1.500 2.183
1.371
0.58 a
0.63
0.641
0.641
0.555
0.64 Dx yo y2 y
2
0.97
3
0.983
4
0.983
1.094
2.183 1.532
2.11 ###
1.58 K
###
1.252 1.252
0.856
1.252
0.41 a 0.512 Dx yo y
1.753
1.198
###
1.908
1.731
1.094
1.500
1.908
1.731
1
1.844
1.843 ###
1.252
1.731 1.38 K
5
0.607
PORTICO SECUNDARIO E-E (son similares A-A y E-E) 1.500 0.488
0.488
0.375
0.512 Dx yo y
0.841
1.500
0.856
1.844
0.469
1.500 1.198
0.41 a
0.480
0.488
0.488
0.375
0.512 Dx yo y
0.841
1.731
0.856
1.500
1.252
1.908 1.753
1.908 ###
1.843 ###
1.38 K
0.856
1.844
0.469
1.500 1.908
1.198
0.41 a
0.480
0.488
0.488
0.375
0.512 Dx yo y3 y
0.841
1.731
0.856
1.500
1.252
1.908 1.753
1.843 ###
1.38 K ###
0.856
1.844
0.469
1.500 2.183
1.371
0.58 a
0.63
0.641
0.641
0.555
0.64 Dx yo y2 y
2
0.97
3
0.983
4
0.983
1.094
2.183 1.532
2.11 ###
1.58 K
###
1.252 1.252
0.856
1.252
0.480
1.753
1.198
0.41 a
###
1.908
º
1.094
1.500
1.908
1.731
1
1.844
1.843 ###
1.252
1.731 1.38 K
5
0.607
5.08
1.344
1.344
0.799
7.25
1.344
PLANTA 04
0.799
DETERMINACION DE CENTRO DE GRAVEDAD Y CENTRO DE RIGIDECES
0.512
0.841
0.856
0.856
0.469 DxE = 3.533
2.050
1.005
0.512
2.050
224.800 m2
2.050
### 1.005
0.70
0.841
0.856
0.856
0.469 DxD = 3.533 1.005
0.856
0.469 DxC = 3.533 0.987
2.050
0.856
1.980
2.050
0.841
1.980
0.512
2.050
0.512
1.980
6.950 8.184
### 0.987
Xcg = Ycg =
### 1.005
16
0.841
0.856
0.856
0.469 DxB = 3.533 0.830 0.469 DxA = 3.533
∑D xi ∑D yi
17.664
1.344
1.344
0.799
35.830
1.344
4.626 = Dy5
1.435 0.856 3.75 8.859 = Dy4
1.435 0.856 3.05 8.859 = Dy3
0.841 3.75
0.799
PLANTA 03
1.435
0.512 3.25
8.859 = Dy2
6.801 7.840
4.626 = Dy1
Xcr = Ycr =
### 0.830
14.05
0.512
0.841
0.856
0.856
0.469 DxE = 3.533
2.050
1.005
0.512
2.050
0.70
2.050
5.08
### 1.005
7.25
0.841
0.856
0.856
0.469 DxD = 3.533 1.005 0.469 DxC = 3.533
1.435
0.830
0.512 3.25
0.841 3.75
0.856 3.05
0.856 3.75
0.469 DxA = 3.533 4.626 = Dy5
0.469 DxB = 3.533
8.859 = Dy4
0.856
1.435
0.856
8.859 = Dy3
0.841 1.435
0.987
2.050 0.856 1.980
0.856
8.859 = Dy2
6.801 7.840
### 0.830
14.05 Xcr = Ycr =
0.841
4.626 = Dy1
0.512
2.050
0.512
1.980
6.950 8.184
### 0.987
Xcg = Ycg =
2.050
16
1.980
### 1.005
224.800 m2
∑Dx
17.664
∑ D y 35.830
4.626 0.799
8.859 1.344
8.859 1.344
8.859 1.344
4.626 0.799
PLANTA 02
∑ D y 35.830
0.512
0.841
0.856
0.856
0.469 DxE = 3.533
2.050
1.005
0.512
2.050
0.70
2.050
5.08
### 1.005
7.25
0.841
0.856
0.856
0.469 DxD = 3.533 1.005 0.830
0.841 3.75
0.856 3.05
0.856 3.75
0.469 DxA = 3.533 4.626 = Dy5
0.987
2.050 1.435
0.512 3.25
8.859 = Dy4
0.469 DxB = 3.533
1.435
0.856
8.859 = Dy3
0.856
1.435
0.841
8.859 = Dy2
1.980
0.469 DxC = 3.533
∑Dx
17.664
1.705
0.822
∑ D y 35.830
1.705
PLANTA 01
0.856
1.705
6.801 7.840
### 0.830
Xcr = Ycr =
0.856
0.822
14.05
0.841
4.626 = Dy1
0.512
2.050
0.512
1.980
6.950 8.184
### 0.987
Xcg = Ycg =
2.050
16
1.980
### 1.005
224.800 m2
0.636
0.973
0.983
0.983
0.607 DxE = 4.181
2.166
0.949
0.636
2.166
0.70
2.166
5.08
### 0.949
7.25
0.973
0.983
0.983
0.607 DxD = 4.181 0.949 0.607 DxC = 4.181
1.766
0.842
0.636 3.25
0.973 3.75
0.983 3.05
0.983 3.75
0.607 DxA = 4.181 = Dy5
0.607 DxB = 4.181
= Dy4
0.983
1.766
0.983
= Dy3
0.973 1.766
0.938
2.166 0.983 2.122
0.983
= Dy2
6.798 7.840
### 0.842
14.05 Xcr = Ycr =
0.973
= Dy1
0.636
2.166
0.636
2.122
6.950 8.184
### 0.938
Xcg = Ycg =
2.166
16
2.122
### 0.949
224.800 m2
∑Dx
20.905
4.500
9.925
9.925
9.925
4.500
∑ D y 38.776
Xcg =
∑ AiXi ∑ Ai
AiYi ∑ Ycg= ∑ Ai n
∑ Xi Xcr =
Dyi
1
n
∑ Dyi 1
n
∑ Yi Ycr =
Dxi
1
n
∑ Dxi 1
EXCENTRICIDAD A. EXCENTRICIDAD TEORICA
e x= X c g− X c r
e y= Y c g−Y c r
ex = excentricidad con respecto al eje x ey = excentricidad con respecto al eje y Planta ex (m) ey (m)
4 0.149 0.344
3 0.149 0.344
2 0.149 0.344
1 0.152 0.344
2 1.317 -0.456
1 1.317 -0.456
e 1= 1.5e y 0.0 5b y e 2= e y− 0.0 5b y
3 0.926 -0.554
2 0.926 -0.554
1 0.926 -0.554
e 1= 1.5e x 0.0 5b x e 2= e x− 0.0 5b x
3 1.317 0.926
2 1.317 0.926
1 1.317 0.926
e cg cr ey ex
B. EXCENTRICIDAD POR REGLAMENTO
B.1 PARA TORSION EN EL EJE X Planta ex1 (m) ex2 (m)
4 1.317 -0.456
3 1.317 -0.456
B.2 PARA TORSION EN EL EJE Y
Planta ey1 (m) ey2 (m)
4 0.926 -0.554
C. EXCENTRICIDAD FINAL Planta ex (m) ey (m)
4 1.317 0.926
FUERZA CORTANTE POR TORSION El corte torsional se determina en cada uno de las direcciones
Vtx = DxY MTx MTy Ip Dx Dy X Y
[ ] MTx Ip
Vty = DyX
Momento torsor en la dirección X Momento torsor en la dirección Y Momento polar de inercia Coeficiente de distribuciçon en la dirección X Coeficiente de distribuciçon en la dirección Y Distancia en la dirección X con respecto al centro de rigidez Distancia en la dirección Y con respecto al centro de rigidez
I p= ∑ D x Yi i2 ∑ D y iX i2
MOMENTO POLAR DE INERCIA
Tomando con respecto al centro de rigidez
Planta Ipx Ipy Ip
[ ] MTy Ip
4 540.822 646.154 1186.976
3 540.822 646.154 1186.976
Ip =Ipx + Ipy (para ambas direcciones)
2 540.822 646.154 1186.976
1 640.041 658.922 1298.962
MOMENTOS TORSORES
M T x= V x∗e x M Ty= Vy∗ey Vx=Vy=Vi ex ey Pisos MTx MTy
Fuerza cortante por piso (similar en ambas direcciones) excentricidad final en la dirección x excentricidad final en la dirección y 4 43055.041 30275.942
PLANTA 04 Sentido x-x (secundario) Pórtico Dx Y A-A 3.533 B-B 3.533 C-C 3.533 D-D 3.533 E-E 3.533 Sentido y-y (principal) Pórtico Dy X 1-1 4.626 2-2 8.859 3-3 8.859 4-4 8.859 5-5 4.626 PLANTA 03 Sentido x-x (secundario)
3 2 1 80712.754 106393.702 121665.632 56756.529 74815.155 85554.247
7.840 3.990 0.310 3.610 7.910
MTx Ip 43055.041 43055.041 43055.041 43055.041 43055.041
MTy Ip 6.801 30275.942 3.551 30275.942 0.199 30275.942 3.249 30275.942 6.999 30275.942
1186.976 1186.976 1186.976 1186.976 1186.976
Dx*Y*(MTx/Ip) 1004.682 511.311 39.726 462.615 1013.652
Dy*X*(MTy/Ip) 1186.976 802.472 1186.976 802.463 1186.976 44.948 1186.976 734.175 1186.976 825.812
Pórtico Dx Y A-A 3.533 B-B 3.533 C-C 3.533 D-D 3.533 E-E 3.533 Sentido y-y (principal) Pórtico Dy X 1-1 4.626 2-2 8.859 3-3 8.859 4-4 8.859 5-5 4.626 PLANTA 02 Sentido x-x (secundario) Pórtico Dx Y A-A 3.533 B-B 3.533 C-C 3.533 D-D 3.533 E-E 3.533 Sentido y-y (principal) Pórtico Dy X 1-1 4.626 2-2 8.859 3-3 8.859 4-4 8.859 5-5 4.626
MTx Ip 7.840 80712.754 3.990 80712.754 0.310 80712.754 3.610 80712.754 7.910 80712.754
Dx*Y*(MTx/Ip) 1186.976 1883.418 1186.976 958.525 1186.976 74.472 1186.976 867.237 1186.976 1900.235
6.801 3.551 0.199 3.249 6.999
MTy Ip 56756.529 56756.529 56756.529 56756.529 56756.529
1186.976 1186.976 1186.976 1186.976 1186.976
Dy*X*(MTy/Ip) 1504.348 1504.331 84.261 1376.316 1548.102
7.840 3.990 0.310 3.610 7.910
MTx Ip 106393.702 106393.702 106393.702 106393.702 106393.702
1186.976 1186.976 1186.976 1186.976 1186.976
Dx*Y*(MTx/Ip) 2482.679 1263.506 98.167 1143.172 2504.846
MTy Ip 6.801 74815.155 3.551 74815.155 0.199 74815.155 3.249 74815.155 6.999 74815.155
PLANTA 01 Sentido x-x (secundario) Pórtico Dx Y A-A 4.181 B-B 4.181 C-C 4.181 D-D 4.181 E-E 4.181
7.840 3.990 0.310 3.610 7.910
Sentido y-y (principal) Pórtico Dy X 1-1 4.500 2-2 9.925 3-3 9.925 4-4 9.925 5-5 4.500
MTy Ip 6.798 85554.247 3.548 85554.247 0.202 85554.247 3.252 85554.247 7.002 85554.247
MTx Ip 121665.632 121665.632 121665.632 121665.632 121665.632
Dy*X*(MTy/Ip) 1186.976 1982.997 1186.976 1982.974 1186.976 111.071 1186.976 1814.228 1186.976 2040.672
1186.976 1186.976 1186.976 1186.976 1186.976
Dx*Y*(MTx/Ip) 3359.892 1709.945 132.853 1547.093 3389.891
Dy*X*(MTy/Ip) 1186.976 2204.966 1186.976 2537.850 1186.976 144.779 1186.976 2326.650 1186.976 2271.387
FUERZA CORTANTE TOTAL
VTx=
Dxi ∗Vi Vtxi ∑ Dxi
V T=
Dn ∗V n V to r s io n ∑Dn
V T y=
D yi ∗V i V ty i D y i ∑
PLANTA 04 Sentido x-x (secundario) Pórtico Dxi Vi Vtxi VTx A-A 3.533 32703.745 1004.682 7545.431 B-B 3.533 32703.745 511.311 7052.060 C-C 3.533 32703.745 39.726 6580.475 D-D 3.533 32703.745 462.615 7003.364 E-E 3.533 32703.745 1013.652 7554.401 suma 17.664 Max 7554.401
Sentido y-y (principal) Pórtico Dyi Vi Vtyi VTy 1-1 4.626 32703.745 802.472 5024.726 2-2 8.859 32703.745 802.463 8888.876 3-3 8.859 32703.745 44.948 8131.361 4-4 8.859 32703.745 734.175 8820.588 5-5 4.626 32703.745 825.812 5048.065 suma 35.830 Max 8888.876
PLANTA 03 Sentido x-x (secundario) Pórtico Dxi Vi Vtxi VTx A-A 3.533 61307.789 1883.418 14144.976 B-B 3.533 61307.789 958.525 13220.083 C-C 3.533 61307.789 74.472 12336.030 D-D 3.533 61307.789 867.237 13128.795 E-E 3.533 61307.789 1900.235 14161.792 suma 17.664 Max 14161.792
Sentido y-y (principal) Pórtico Dyi Vi Vtyi VTy 1-1 4.626 61307.789 1504.348 9419.558 2-2 8.859 61307.789 1504.331 16663.454 3-3 8.859 61307.789 84.261 15243.384 4-4 8.859 61307.789 1376.316 16535.439 5-5 4.626 61307.789 1548.102 9463.312 suma 35.830 Max 16663.454
PLANTA 02 Sentido x-x (secundario) Pórtico Dxi Vi Vtxi VTx A-A 3.533 80814.522 2482.679 18645.583 B-B 3.533 80814.522 1263.506 17426.411 C-C 3.533 80814.522 98.167 16261.072 D-D 3.533 80814.522 1143.172 17306.077 E-E 3.533 80814.522 2504.846 18667.750 suma 17.664 Max 18667.750
Sentido y-y (principal) Pórtico Dyi Vi Vtyi VTy 1-1 4.626 80814.522 1982.997 12416.645 2-2 8.859 80814.522 1982.974 21965.383 3-3 8.859 80814.522 111.071 20093.479 4-4 8.859 80814.522 1814.228 21796.636 5-5 4.626 80814.522 2040.672 12474.320 suma 35.830 Max 21965.383
PLANTA 01 Sentido x-x (secundario) Pórtico Dxi Vi Vtxi VTx A-A 4.181 92414.773 3359.892 21842.847 B-B 4.181 92414.773 1709.945 20192.900 C-C 4.181 92414.773 132.853 18615.807 D-D 4.181 92414.773 1547.093 20030.048 E-E 4.181 92414.773 3389.891 21872.846 suma 20.905 Max 21872.846
Sentido y-y (principal) Pórtico Dyi Vi Vtyi VTy 1-1 4.500 92414.773 2204.966 12930.730 2-2 9.925 92414.773 2537.850 26192.265 3-3 9.925 92414.773 144.779 23799.194 4-4 9.925 92414.773 2326.650 25981.065 5-5 4.500 92414.773 2271.387 12997.151 suma 38.776 Max 26192.265
DISTRIBUCION DE FUERZAS CORTANTES SENTIDO PRINCIPAL PORTICO 1-1 0.830 0.987 5024.726 901.937 1072.579 yh
suma 1.005 1091.216
1.005 1091.216
0.799 867.777 2.600
4.626 5024.726
4.626 9419.558
0.830 9419.558 1690.808 yh
0.987 2010.701
1.005 2045.639
1.005 2045.639
0.799 1626.771 2.600
0.830 12416.645 2228.784 yh
0.987 2650.459
1.005 2696.515
1.005 2696.515
0.799 4.626 2144.372 12416.645 2.600
0.842 12930.730 2419.117 yh
0.938 2696.542
0.949 2726.297
0.949 2726.297
0.822 4.500 2362.477 12930.730 2.975
B
C
D
E
2.050 2056.921
2.050 2056.921
1.344 1348.399 2.600
A
PORTICO 2-2 1.435 1.980 8888.876 1440.155 1986.480 yh
suma 8.859 8888.876
1.435 16663.454 2699.774 yh
1.980 3723.938
2.050 3855.989
2.050 3855.989
1.344 8.859 2527.764 16663.454 2.600
1.435 21965.383 3558.780 yh
1.980 4908.809
2.050 5082.876
2.050 5082.876
1.344 8.859 3332.041 21965.383 2.600
1.766 26192.265 4660.432 yh
2.122 5598.915
2.166 5717.044
2.166 5717.044
1.705 9.925 4498.830 26192.265 2.975
B
C
D
E
2.050 1881.629
2.050 1881.629
1.344 1233.488 2.600
A
PORTICO 3-3 1.435 1.980 8131.361 1317.424 1817.191 yh
suma 8.859 8131.361
1.435 15243.384 2469.697 yh
1.980 3406.581
2.050 3527.379
2.050 3527.379
1.344 8.859 2312.347 15243.384 2.600
1.435 20093.479 3255.499 yh
1.980 4490.478
2.050 4649.710
2.050 4649.710
1.344 8.859 3048.082 20093.479 2.600
1.766 23799.194 4234.629 yh
2.122 5087.367
2.166 5194.703
2.166 5194.703
1.705 9.925 4087.792 23799.194 2.975
B
C
D
E
A
PORTICO 4-4 1.435 1.980 8820.588 1429.091 1971.219 yh
suma 2.050 2041.119
2.050 2041.119
1.344 1338.040 2.600
8.859 8820.588
1.435 16535.439 2679.033 yh
1.980 3695.329
2.050 3826.366
2.050 3826.366
1.344 8.859 2508.345 16535.439 2.600
1.435 21796.636 3531.440 yh
1.980 4871.098
2.050 5043.828
2.050 5043.828
1.344 8.859 3306.443 21796.636 2.600
1.766 25981.065 4622.853 yh
2.122 5553.769
2.166 5670.945
2.166 5670.945
1.705 9.925 4462.554 25981.065 2.975
B
C
D
E
1.005 1096.285
1.005 1096.285
0.799 871.808 2.600
4.626 5048.065
4.626 9463.312
A
PORTICO 5-5 0.830 0.987 5048.065 906.126 1077.561 yh
suma
0.830 9463.312 1698.662 yh
0.987 2020.040
1.005 2055.141
1.005 2055.141
0.799 1634.327 2.600
0.830 12474.320 2239.137 yh
0.987 2662.771
1.005 2709.040
1.005 2709.040
0.799 4.626 2154.333 12474.320 2.600
0.842 12997.151 2431.544 yh
0.938 2710.393
0.949 2740.301
0.949 2740.301
0.822 4.500 2374.612 12997.151 2.975
B
C
D
E
A
SENTIDO SECUNDARIO PORTICO A-A 0.512 0.841 7545.431 1092.868 1795.422 yh
suma 0.856 1827.700
0.856 1827.700
0.469 1001.741 2.600
3.533 7545.431
0.512 14144.976 2048.736 yh
0.841 3365.772
0.856 3426.282
0.856 3426.282
0.469 1877.905 2.600
3.533 14144.976
0.512 18645.583 2700.596 yh
0.841 4436.683
0.856 4516.446
0.856 4516.446
0.469 2475.411 2.600
3.533 18645.583
0.636 21842.85 3322.416 yh
0.973 5081.437
0.983 5133.179
0.983 5133.179
0.607 3172.637 2.975
4.181 21842.847
2
3
4
5
0.856 1708.193
0.856 1708.193
0.469 936.241 2.600
3.533 7052.060
1
PORTICO B-B 0.512 0.841 7052.060 1021.409 1678.025 yh
suma
0.512 13220.083 1914.776 yh
0.841 3145.695
0.856 3202.249
0.856 3202.249
0.469 1755.115 2.600
3.533 13220.083
0.512 17426.411 2524.013 yh
0.841 4146.583
0.856 4221.131
0.856 4221.131
0.469 2313.552 2.600
3.533 17426.411
0.636 20192.900 3071.450 yh
0.973 4697.599
0.983 4745.433
0.983 4745.433
0.607 2932.985 2.975
4.181 20192.900
2
3
4
5
0.856 1593.963
0.856 1593.963
0.469 873.632 2.600
3.533 6580.475
1
PORTICO C-C 0.512 0.841 6580.475 953.105 1565.812 yh
suma
0.512 12336.030 1786.731 yh
0.841 2935.336
0.856 2988.108
0.856 2988.108
0.469 1637.747 2.600
3.533 12336.030
0.512 16261.072 2355.227
0.841 3869.293
0.856 3938.855
0.856 3938.855
0.469 2158.841 2.600
3.533 16261.072
0.636 18615.807 2831.566 yh
0.973 4330.710
0.983 4374.808
0.983 4374.808
0.607 2703.915 2.975
4.181 18615.807
2
3
4
5
1
PORTICO D-D 0.512 0.841 7003.364 1014.356 1666.438 yh
suma 0.856 1696.397
0.856 1696.397
0.469 929.776 2.600
3.533 7003.364
0.512 13128.795 1901.553 yh
0.841 3123.973
0.856 3180.136
0.856 3180.136
0.469 1742.996 2.600
3.533 13128.795
0.512 17306.077 2506.584 yh
0.841 4117.950
0.856 4191.983
0.856 4191.983
0.469 2297.577 2.600
3.533 17306.077
0.636 20030.048 3046.680 yh
0.973 4659.714
0.983 4707.162
0.983 4707.162
0.607 2909.331 2.975
4.181 20030.048
2
3
4
5
0.856 1829.873
0.856 1829.873
0.469 1002.932 2.600
3.533 7554.401
1
PORTICO E-E 0.512 0.841 7554.401 1094.167 1797.556 yh
suma
0.512 14161.792 2051.171 yh
0.841 3369.773
0.856 3430.355
0.856 3430.355
0.469 1880.138 2.600
3.533 14161.792
0.512 18667.750 2703.807 yh
0.841 4441.958
0.856 4521.816
0.856 4521.816
0.469 2478.354 2.600
3.533 18667.750
0.636 21872.846 3326.979 yh
0.973 5088.415
0.983 5140.229
0.983 5140.229
0.607 3176.994 2.975
4.181 21872.846
2
3
4
5
1