37
Resultados del Análisis Chequeo de diseño de placas de HoAo a flexión en ejes locales cajon autofundante estribo Puente _________________________________________________________________________________________________________________ Notas: - Se ha adoptado la norma ACI 318-99 NSR 10 para el diseño - Los esfuerzos de membrana y los momentos torsores son ignorados en el diseño - "Inf" es la cara inferior de la placa (-t/2) - "Sup" es la cara superior de la placa (+t/2) - ec, es el estado de carga crítico - Momentos positivos crean tracción en -t/2, compresión en +t/2 - Areas de refuerzo grandes (en el orden de 1E20) indican un error en el diseño debido a espesor insuficiente de la placa o por resistencia insuficiente del material - Se ha adoptado la cuantía mínima especificada por norma (7.12.2.1) Estados de carga que intervienen en el diseño : DL=Dead Load F=FLUIDO E=EARTH LL=LOAD LIVE SX=SISM X SZ=SISM Z e2=EARTH 2 MU=1.82DL+2.21F+2.08E+LL+SX+SZ PU1=3.81DL+2.805F+2.64E+LL+SX+SZ

CAJON AUTOFUNDANTE

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Page 1: CAJON AUTOFUNDANTE

Resultados del Análisis

Chequeo de diseño de placas de HoAo a flexión en ejes locales cajon autofundante estribo Puente

__________________________________________________________________________________________________________________________

Notas:

- Se ha adoptado la norma ACI 318-99 NSR 10 para el diseño

- Los esfuerzos de membrana y los momentos torsores son ignorados en el diseño

- "Inf" es la cara inferior de la placa (-t/2)

- "Sup" es la cara superior de la placa (+t/2)

- ec, es el estado de carga crítico

- Momentos positivos crean tracción en -t/2, compresión en +t/2

- Areas de refuerzo grandes (en el orden de 1E20) indican un error en el diseño debido a espesor insuficiente de la placa o por resistencia insuficiente del material

- Se ha adoptado la cuantía mínima especificada por norma (7.12.2.1)

Estados de carga que intervienen en el diseño :

DL=Dead Load

F=FLUIDO

E=EARTH

LL=LOAD LIVE

SX=SISM X

SZ=SISM Z

e2=EARTH 2

MU=1.82DL+2.21F+2.08E+LL+SX+SZ

PU1=3.81DL+2.805F+2.64E+LL+SX+SZ

PU2=1.4DL+1.7F+1.6E+LL+SX+SZ

VU1=1.4DL+1.7F+1.6E+LL+SX+SZ

VU2=1.69DL+2.2F+2.08E+LL+SX+SZ

Page 2: CAJON AUTOFUNDANTE

PLACA 6

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

8 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 53 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 56 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 57 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

10 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 55 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

9 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 54 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

11 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 7

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

9 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

Page 3: CAJON AUTOFUNDANTE

FEM: 58 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 54 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 61 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

11 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 60 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

12 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 59 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

13 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 8

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

12 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 62 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 59 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 65 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

13 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 64 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

Page 4: CAJON AUTOFUNDANTE

7 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 63 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

14 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 9

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

10 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 55 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 68 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 69 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

15 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 67 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

11 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 66 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

16 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 10

Espesor = 60.00[cm]

Page 5: CAJON AUTOFUNDANTE

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

11 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 60 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 66 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 72 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

16 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 71 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

13 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 70 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

17 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 11

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

13 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 64 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 70 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Page 6: CAJON AUTOFUNDANTE

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 75 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

17 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 74 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

14 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 73 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

18 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 12

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

15 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 67 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 78 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 79 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

6 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 77 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

16 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 76 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Page 7: CAJON AUTOFUNDANTE

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

19 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 13

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

16 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 71 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 76 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 82 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

19 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 81 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

17 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 80 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

20 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 14

Espesor = 60.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Page 8: CAJON AUTOFUNDANTE

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

17 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

FEM: 74 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

FEM: 80 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

FEM: 85 Min. -1.96 PU1 Sup 0.82 -1.90 PU1 Sup 0.80

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

20 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 PU1 Inf 0.00 0.00 PU1 Inf 0.00

FEM: 84 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 1.65 PU1 Inf 0.69 0.33 PU1 Inf 0.14

18 Min. 0.00 PU1 Sup 0.00 0.00 DL Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 PU1 Inf 0.00

FEM: 83 Min. 0.00 DL Sup 0.00 0.00 DL Sup 0.00

Max. 0.31 PU1 Inf 0.13 1.57 PU1 Inf 0.66

5 Min. 0.00 PU1 Sup 0.00 0.00 PU1 Sup 0.00

Max. 0.00 DL Inf 0.00 0.00 DL Inf 0.00

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 15

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

1 Min. -3.91 PU1 Sup 2.69 -0.41 PU1 Sup 0.28

Max. 1.48 e2 Inf 1.01 0.16 e2 Inf 0.11

FEM: 86 Min. -5.99 PU1 Sup 4.16 -1.18 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

FEM: 89 Min. -1.43 PU1 Sup 0.98 -0.03 e2 Sup 0.02

Max. 0.54 e2 Inf 0.37 0.09 PU1 Inf 0.06

FEM: 90 Min. -1.24 PU1 Sup 0.84 -0.43 PU1 Sup 0.30

Max. 0.47 e2 Inf 0.32 0.16 e2 Inf 0.11

Page 9: CAJON AUTOFUNDANTE

22 Min. -0.60 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.59 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 88 Min. -0.77 e2 Sup 0.52 -0.08 PU1 Sup 0.06

Max. 2.02 PU1 Inf 1.39 0.03 e2 Inf 0.02

21 Min. -8.31 PU1 Sup 5.81 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

FEM: 87 Min. -1.13 PU1 Sup 0.77 -0.15 PU1 Sup 0.10

Max. 0.43 e2 Inf 0.29 0.06 e2 Inf 0.04

23 Min. -1.13 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.97 PU1 Inf 2.04 0.96 PU1 Inf 0.65

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 16

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

21 Min. -8.32 PU1 Sup 5.82 -1.67 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 91 Min. -10.18 PU1 Sup 7.17 -1.85 PU1 Sup 1.26

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

FEM: 87 Min. -1.12 PU1 Sup 0.77 -0.11 PU1 Sup 0.07

Max. 0.43 e2 Inf 0.29 0.04 e2 Inf 0.03

FEM: 94 Min. -0.68 PU1 Sup 0.46 -0.24 e2 Sup 0.16

Max. 0.26 e2 Inf 0.17 0.62 PU1 Inf 0.42

23 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.97 PU1 Inf 2.04 0.93 PU1 Inf 0.63

FEM: 93 Min. -1.43 e2 Sup 0.98 -0.97 e2 Sup 0.66

Max. 3.79 PU1 Inf 2.61 2.55 PU1 Inf 1.75

24 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

FEM: 92 Min. -0.07 e2 Sup 0.05 -0.67 e2 Sup 0.46

Max. 0.19 PU1 Inf 0.13 1.77 PU1 Inf 1.22

25 Min. -1.41 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.56 4.04 PU1 Inf 2.78

Page 10: CAJON AUTOFUNDANTE

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 17

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

24 Min. -9.64 PU1 Sup 6.78 -1.36 PU1 Sup 0.93

Max. 3.65 e2 Inf 2.52 0.51 e2 Inf 0.35

FEM: 95 Min. -4.91 PU1 Sup 3.40 -0.65 PU1 Sup 0.44

Max. 1.86 e2 Inf 1.27 0.24 e2 Inf 0.17

FEM: 92 Min. -0.07 e2 Sup 0.04 -0.65 e2 Sup 0.44

Max. 0.17 PU1 Inf 0.12 1.70 PU1 Inf 1.17

FEM: 97 Min. -0.16 e2 Sup 0.11 -0.44 e2 Sup 0.30

Max. 0.42 PU1 Inf 0.29 1.17 PU1 Inf 0.80

25 Min. -1.41 e2 Sup 0.96 -1.54 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.57 4.06 PU1 Inf 2.80

FEM: 96 Min. -0.67 e2 Sup 0.45 -0.74 e2 Sup 0.51

Max. 1.76 PU1 Inf 1.20 1.95 PU1 Inf 1.34

5 Min. -0.32 PU1 Sup 0.22 -1.60 PU1 Sup 1.10

Max. 0.12 e2 Inf 0.08 0.61 e2 Inf 0.41

FEM: 83 Min. -1.14 PU1 Sup 0.78 -5.72 PU1 Sup 3.97

Max. 0.43 e2 Inf 0.30 2.17 e2 Inf 1.49

18 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 18

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

22 Min. -0.61 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Page 11: CAJON AUTOFUNDANTE

Max. 1.60 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 88 Min. -0.77 e2 Sup 0.53 -0.08 PU1 Sup 0.05

Max. 2.03 PU1 Inf 1.39 0.03 e2 Inf 0.02

FEM: 100 Min. -1.03 e2 Sup 0.70 -0.01 e2 Sup 0.01

Max. 2.71 PU1 Inf 1.86 0.03 PU1 Inf 0.02

FEM: 101 Min. -1.22 e2 Sup 0.83 0.00 e2 Sup 0.00

Max. 3.22 PU1 Inf 2.22 0.01 PU1 Inf 0.01

26 Min. -0.61 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.60 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 99 Min. -0.77 e2 Sup 0.53 -0.08 PU1 Sup 0.05

Max. 2.03 PU1 Inf 1.39 0.03 e2 Inf 0.02

23 Min. -1.12 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.96 PU1 Inf 2.04 0.95 PU1 Inf 0.65

FEM: 98 Min. -1.62 e2 Sup 1.11 -0.51 e2 Sup 0.35

Max. 4.27 PU1 Inf 2.95 1.34 PU1 Inf 0.92

27 Min. -1.12 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.96 PU1 Inf 2.04 0.95 PU1 Inf 0.65

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 19

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

23 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.96 PU1 Inf 2.03 0.93 PU1 Inf 0.63

FEM: 93 Min. -1.43 e2 Sup 0.98 -0.96 e2 Sup 0.66

Max. 3.77 PU1 Inf 2.60 2.54 PU1 Inf 1.75

FEM: 98 Min. -1.62 e2 Sup 1.11 -0.50 e2 Sup 0.34

Max. 4.26 PU1 Inf 2.94 1.32 PU1 Inf 0.90

FEM: 104 Min. -1.91 e2 Sup 1.31 -1.23 e2 Sup 0.84

Max. 5.04 PU1 Inf 3.49 3.24 PU1 Inf 2.23

27 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.96 PU1 Inf 2.03 0.93 PU1 Inf 0.63

FEM: 103 Min. -1.43 e2 Sup 0.98 -0.96 e2 Sup 0.66

Page 12: CAJON AUTOFUNDANTE

Max. 3.77 PU1 Inf 2.60 2.54 PU1 Inf 1.75

25 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.04

Max. 3.70 PU1 Inf 2.55 4.03 PU1 Inf 2.78

FEM: 102 Min. -1.74 e2 Sup 1.19 -1.82 e2 Sup 1.25

Max. 4.58 PU1 Inf 3.17 4.82 PU1 Inf 3.33

28 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.04

Max. 3.70 PU1 Inf 2.55 4.03 PU1 Inf 2.78

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 20

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

25 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.70 PU1 Inf 2.55 4.05 PU1 Inf 2.79

FEM: 96 Min. -0.68 e2 Sup 0.46 -0.74 e2 Sup 0.51

Max. 1.79 PU1 Inf 1.22 1.96 PU1 Inf 1.34

FEM: 102 Min. -1.74 e2 Sup 1.19 -1.83 e2 Sup 1.25

Max. 4.59 PU1 Inf 3.17 4.83 PU1 Inf 3.34

FEM: 106 Min. -0.74 e2 Sup 0.51 -0.78 e2 Sup 0.53

Max. 1.96 PU1 Inf 1.34 2.07 PU1 Inf 1.42

28 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.70 PU1 Inf 2.55 4.05 PU1 Inf 2.79

FEM: 105 Min. -0.68 e2 Sup 0.46 -0.74 e2 Sup 0.51

Max. 1.79 PU1 Inf 1.22 1.96 PU1 Inf 1.34

18 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

FEM: 73 Min. -2.56 PU1 Sup 1.76 -12.80 PU1 Sup 9.10

Max. 0.97 e2 Inf 0.66 4.85 e2 Inf 3.35

14 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 21

Page 13: CAJON AUTOFUNDANTE

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

26 Min. -0.60 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.59 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 99 Min. -0.77 e2 Sup 0.52 -0.08 PU1 Sup 0.06

Max. 2.02 PU1 Inf 1.39 0.03 e2 Inf 0.02

FEM: 109 Min. -1.43 PU1 Sup 0.98 -0.03 e2 Sup 0.02

Max. 0.54 e2 Inf 0.37 0.09 PU1 Inf 0.06

FEM: 110 Min. -1.24 PU1 Sup 0.84 -0.43 PU1 Sup 0.30

Max. 0.47 e2 Inf 0.32 0.16 e2 Inf 0.11

3 Min. -3.91 PU1 Sup 2.69 -0.41 PU1 Sup 0.28

Max. 1.48 e2 Inf 1.01 0.16 e2 Inf 0.11

FEM: 108 Min. -5.99 PU1 Sup 4.16 -1.18 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

27 Min. -1.13 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.97 PU1 Inf 2.04 0.96 PU1 Inf 0.65

FEM: 107 Min. -1.13 PU1 Sup 0.77 -0.15 PU1 Sup 0.10

Max. 0.43 e2 Inf 0.29 0.06 e2 Inf 0.04

29 Min. -8.31 PU1 Sup 5.81 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 22

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

27 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.97 PU1 Inf 2.04 0.93 PU1 Inf 0.63

FEM: 103 Min. -1.43 e2 Sup 0.98 -0.97 e2 Sup 0.66

Max. 3.79 PU1 Inf 2.61 2.55 PU1 Inf 1.75

Page 14: CAJON AUTOFUNDANTE

FEM: 107 Min. -1.12 PU1 Sup 0.77 -0.11 PU1 Sup 0.07

Max. 0.43 e2 Inf 0.29 0.04 e2 Inf 0.03

FEM: 113 Min. -0.68 PU1 Sup 0.46 -0.24 e2 Sup 0.16

Max. 0.26 e2 Inf 0.17 0.62 PU1 Inf 0.42

29 Min. -8.32 PU1 Sup 5.82 -1.67 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 112 Min. -10.18 PU1 Sup 7.17 -1.85 PU1 Sup 1.26

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

28 Min. -1.41 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.56 4.04 PU1 Inf 2.78

FEM: 111 Min. -0.07 e2 Sup 0.05 -0.67 e2 Sup 0.46

Max. 0.19 PU1 Inf 0.13 1.77 PU1 Inf 1.22

30 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 23

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

28 Min. -1.41 e2 Sup 0.96 -1.54 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.57 4.06 PU1 Inf 2.80

FEM: 105 Min. -0.67 e2 Sup 0.45 -0.74 e2 Sup 0.51

Max. 1.76 PU1 Inf 1.20 1.95 PU1 Inf 1.34

FEM: 111 Min. -0.07 e2 Sup 0.04 -0.65 e2 Sup 0.44

Max. 0.17 PU1 Inf 0.12 1.70 PU1 Inf 1.17

FEM: 115 Min. -0.16 e2 Sup 0.11 -0.44 e2 Sup 0.30

Max. 0.42 PU1 Inf 0.29 1.17 PU1 Inf 0.80

30 Min. -9.64 PU1 Sup 6.78 -1.36 PU1 Sup 0.93

Max. 3.65 e2 Inf 2.52 0.51 e2 Inf 0.35

FEM: 114 Min. -4.91 PU1 Sup 3.40 -0.65 PU1 Sup 0.44

Max. 1.86 e2 Inf 1.27 0.24 e2 Inf 0.17

14 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

Page 15: CAJON AUTOFUNDANTE

FEM: 63 Min. -1.14 PU1 Sup 0.78 -5.72 PU1 Sup 3.97

Max. 0.43 e2 Inf 0.30 2.17 e2 Inf 1.49

7 Min. -0.32 PU1 Sup 0.22 -1.60 PU1 Sup 1.10

Max. 0.12 e2 Inf 0.08 0.61 e2 Inf 0.41

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 24

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

2 Min. -3.91 PU1 Sup 2.70 -0.39 PU1 Sup 0.27

Max. 1.48 e2 Inf 1.01 0.15 e2 Inf 0.10

FEM: 116 Min. -5.99 PU1 Sup 4.16 -1.19 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

FEM: 119 Min. -1.22 PU1 Sup 0.84 -0.03 e2 Sup 0.02

Max. 0.46 e2 Inf 0.32 0.08 PU1 Inf 0.06

FEM: 120 Min. -1.03 PU1 Sup 0.70 -0.39 PU1 Sup 0.26

Max. 0.39 e2 Inf 0.26 0.15 e2 Inf 0.10

32 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.35 0.00 e2 Inf 0.00

FEM: 118 Min. -0.90 e2 Sup 0.61 0.00 PU1 Sup 0.00

Max. 2.38 PU1 Inf 1.63 0.00 e2 Inf 0.00

31 Min. -8.31 PU1 Sup 5.82 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

FEM: 117 Min. -0.92 PU1 Sup 0.63 -0.05 PU1 Sup 0.04

Max. 0.35 e2 Inf 0.24 0.02 e2 Inf 0.01

33 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.29 PU1 Inf 2.26 1.12 PU1 Inf 0.76

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 25

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

Page 16: CAJON AUTOFUNDANTE

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

31 Min. -8.32 PU1 Sup 5.82 -1.66 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 121 Min. -10.17 PU1 Sup 7.17 -1.85 PU1 Sup 1.27

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

FEM: 117 Min. -0.91 PU1 Sup 0.62 -0.02 PU1 Sup 0.01

Max. 0.34 e2 Inf 0.23 0.01 e2 Inf 0.00

FEM: 124 Min. -0.47 PU1 Sup 0.32 -0.28 e2 Sup 0.19

Max. 0.18 e2 Inf 0.12 0.74 PU1 Inf 0.50

33 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.28 PU1 Inf 2.26 1.09 PU1 Inf 0.74

FEM: 123 Min. -1.53 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.03 PU1 Inf 2.78 2.75 PU1 Inf 1.89

34 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

FEM: 122 Min. -0.13 e2 Sup 0.09 -0.70 e2 Sup 0.48

Max. 0.34 PU1 Inf 0.23 1.85 PU1 Inf 1.27

35 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.16 PU1 Inf 2.87

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 26

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

34 Min. -9.64 PU1 Sup 6.78 -1.37 PU1 Sup 0.94

Max. 3.65 e2 Inf 2.52 0.52 e2 Inf 0.35

FEM: 125 Min. -4.91 PU1 Sup 3.40 -0.67 PU1 Sup 0.46

Max. 1.86 e2 Inf 1.27 0.25 e2 Inf 0.17

FEM: 122 Min. -0.13 e2 Sup 0.09 -0.68 e2 Sup 0.46

Max. 0.33 PU1 Inf 0.23 1.79 PU1 Inf 1.23

FEM: 127 Min. -0.18 e2 Sup 0.12 -0.42 e2 Sup 0.29

Page 17: CAJON AUTOFUNDANTE

Max. 0.48 PU1 Inf 0.33 1.12 PU1 Inf 0.76

35 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.18 PU1 Inf 2.89

FEM: 126 Min. -0.66 e2 Sup 0.45 -0.69 e2 Sup 0.47

Max. 1.75 PU1 Inf 1.20 1.82 PU1 Inf 1.25

6 Min. -0.31 PU1 Sup 0.21 -1.55 PU1 Sup 1.06

Max. 0.12 e2 Inf 0.08 0.59 e2 Inf 0.40

FEM: 77 Min. -1.21 PU1 Sup 0.83 -6.05 PU1 Sup 4.20

Max. 0.46 e2 Inf 0.31 2.29 e2 Inf 1.57

19 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 27

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

32 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.36 0.00 e2 Inf 0.00

FEM: 118 Min. -0.90 e2 Sup 0.62 0.00 PU1 Sup 0.00

Max. 2.39 PU1 Inf 1.64 0.00 e2 Inf 0.00

FEM: 130 Min. -1.19 e2 Sup 0.82 -0.01 e2 Sup 0.01

Max. 3.15 PU1 Inf 2.17 0.03 PU1 Inf 0.02

FEM: 131 Min. -1.37 e2 Sup 0.94 -0.04 e2 Sup 0.03

Max. 3.62 PU1 Inf 2.49 0.10 PU1 Inf 0.07

36 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.36 0.00 e2 Inf 0.00

FEM: 129 Min. -0.90 e2 Sup 0.62 0.00 PU1 Sup 0.00

Max. 2.39 PU1 Inf 1.64 0.00 e2 Inf 0.00

33 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.27 PU1 Inf 2.25 1.11 PU1 Inf 0.76

FEM: 128 Min. -1.75 e2 Sup 1.19 -0.58 e2 Sup 0.39

Max. 4.61 PU1 Inf 3.18 1.52 PU1 Inf 1.04

37 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Page 18: CAJON AUTOFUNDANTE

Max. 3.27 PU1 Inf 2.25 1.11 PU1 Inf 0.76

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 28

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

33 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.27 PU1 Inf 2.25 1.09 PU1 Inf 0.74

FEM: 123 Min. -1.52 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.00 PU1 Inf 2.76 2.74 PU1 Inf 1.88

FEM: 128 Min. -1.74 e2 Sup 1.19 -0.57 e2 Sup 0.39

Max. 4.60 PU1 Inf 3.18 1.50 PU1 Inf 1.03

FEM: 134 Min. -2.00 e2 Sup 1.37 -1.32 e2 Sup 0.90

Max. 5.28 PU1 Inf 3.66 3.47 PU1 Inf 2.39

37 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.27 PU1 Inf 2.25 1.09 PU1 Inf 0.74

FEM: 133 Min. -1.52 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.00 PU1 Inf 2.76 2.74 PU1 Inf 1.88

35 Min. -1.45 e2 Sup 0.99 -1.57 e2 Sup 1.08

Max. 3.82 PU1 Inf 2.63 4.16 PU1 Inf 2.87

FEM: 132 Min. -1.77 e2 Sup 1.21 -1.88 e2 Sup 1.29

Max. 4.68 PU1 Inf 3.24 4.95 PU1 Inf 3.43

38 Min. -1.45 e2 Sup 0.99 -1.57 e2 Sup 1.08

Max. 3.82 PU1 Inf 2.63 4.16 PU1 Inf 2.87

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 29

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

Page 19: CAJON AUTOFUNDANTE

35 Min. -1.45 e2 Sup 0.99 -1.58 e2 Sup 1.08

Max. 3.83 PU1 Inf 2.64 4.18 PU1 Inf 2.88

FEM: 126 Min. -0.67 e2 Sup 0.46 -0.69 e2 Sup 0.47

Max. 1.78 PU1 Inf 1.22 1.82 PU1 Inf 1.25

FEM: 132 Min. -1.78 e2 Sup 1.22 -1.88 e2 Sup 1.29

Max. 4.69 PU1 Inf 3.24 4.97 PU1 Inf 3.44

FEM: 136 Min. -0.73 e2 Sup 0.50 -0.72 e2 Sup 0.49

Max. 1.93 PU1 Inf 1.32 1.89 PU1 Inf 1.29

38 Min. -1.45 e2 Sup 0.99 -1.58 e2 Sup 1.08

Max. 3.83 PU1 Inf 2.64 4.18 PU1 Inf 2.88

FEM: 135 Min. -0.67 e2 Sup 0.46 -0.69 e2 Sup 0.47

Max. 1.78 PU1 Inf 1.22 1.82 PU1 Inf 1.25

19 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

FEM: 81 Min. -2.70 PU1 Sup 1.85 -13.49 PU1 Sup 9.62

Max. 1.02 e2 Inf 0.70 5.11 e2 Inf 3.54

20 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 30

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

36 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.35 0.00 e2 Inf 0.00

FEM: 129 Min. -0.90 e2 Sup 0.61 0.00 PU1 Sup 0.00

Max. 2.38 PU1 Inf 1.63 0.00 e2 Inf 0.00

FEM: 138 Min. -1.22 PU1 Sup 0.84 -0.03 e2 Sup 0.02

Max. 0.46 e2 Inf 0.32 0.08 PU1 Inf 0.06

FEM: 139 Min. -1.03 PU1 Sup 0.70 -0.39 PU1 Sup 0.26

Max. 0.39 e2 Inf 0.26 0.15 e2 Inf 0.10

1 Min. -3.91 PU1 Sup 2.70 -0.39 PU1 Sup 0.27

Max. 1.48 e2 Inf 1.01 0.15 e2 Inf 0.10

Page 20: CAJON AUTOFUNDANTE

FEM: 86 Min. -5.99 PU1 Sup 4.16 -1.19 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

37 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.29 PU1 Inf 2.26 1.12 PU1 Inf 0.76

FEM: 137 Min. -0.92 PU1 Sup 0.63 -0.05 PU1 Sup 0.04

Max. 0.35 e2 Inf 0.24 0.02 e2 Inf 0.01

21 Min. -8.31 PU1 Sup 5.82 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 31

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

37 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.28 PU1 Inf 2.26 1.09 PU1 Inf 0.74

FEM: 133 Min. -1.53 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.03 PU1 Inf 2.78 2.75 PU1 Inf 1.89

FEM: 137 Min. -0.91 PU1 Sup 0.62 -0.02 PU1 Sup 0.01

Max. 0.34 e2 Inf 0.23 0.01 e2 Inf 0.00

FEM: 141 Min. -0.47 PU1 Sup 0.32 -0.28 e2 Sup 0.19

Max. 0.18 e2 Inf 0.12 0.74 PU1 Inf 0.50

21 Min. -8.32 PU1 Sup 5.82 -1.66 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 91 Min. -10.17 PU1 Sup 7.17 -1.85 PU1 Sup 1.27

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

38 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.16 PU1 Inf 2.87

FEM: 140 Min. -0.13 e2 Sup 0.09 -0.70 e2 Sup 0.48

Max. 0.34 PU1 Inf 0.23 1.85 PU1 Inf 1.27

24 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

--------------------------------------------------------------------------------------------------------------------------------------------------------

Page 21: CAJON AUTOFUNDANTE

PLACA 32

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

38 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.18 PU1 Inf 2.89

FEM: 135 Min. -0.66 e2 Sup 0.45 -0.69 e2 Sup 0.47

Max. 1.75 PU1 Inf 1.20 1.82 PU1 Inf 1.25

FEM: 140 Min. -0.13 e2 Sup 0.09 -0.68 e2 Sup 0.46

Max. 0.33 PU1 Inf 0.23 1.79 PU1 Inf 1.23

FEM: 142 Min. -0.18 e2 Sup 0.12 -0.42 e2 Sup 0.29

Max. 0.48 PU1 Inf 0.33 1.12 PU1 Inf 0.76

24 Min. -9.64 PU1 Sup 6.78 -1.37 PU1 Sup 0.94

Max. 3.65 e2 Inf 2.52 0.52 e2 Inf 0.35

FEM: 95 Min. -4.91 PU1 Sup 3.40 -0.67 PU1 Sup 0.46

Max. 1.86 e2 Inf 1.27 0.25 e2 Inf 0.17

20 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

FEM: 84 Min. -1.21 PU1 Sup 0.83 -6.05 PU1 Sup 4.20

Max. 0.46 e2 Inf 0.31 2.29 e2 Inf 1.57

5 Min. -0.31 PU1 Sup 0.21 -1.55 PU1 Sup 1.06

Max. 0.12 e2 Inf 0.08 0.59 e2 Inf 0.40

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 33

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

4 Min. -3.91 PU1 Sup 2.69 -0.41 PU1 Sup 0.28

Max. 1.48 e2 Inf 1.01 0.16 e2 Inf 0.11

FEM: 143 Min. -5.99 PU1 Sup 4.16 -1.18 PU1 Sup 0.81

Page 22: CAJON AUTOFUNDANTE

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

FEM: 146 Min. -1.43 PU1 Sup 0.98 -0.03 e2 Sup 0.02

Max. 0.54 e2 Inf 0.37 0.09 PU1 Inf 0.06

FEM: 147 Min. -1.24 PU1 Sup 0.84 -0.43 PU1 Sup 0.30

Max. 0.47 e2 Inf 0.32 0.16 e2 Inf 0.11

40 Min. -0.60 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.59 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 145 Min. -0.77 e2 Sup 0.52 -0.08 PU1 Sup 0.06

Max. 2.02 PU1 Inf 1.39 0.03 e2 Inf 0.02

39 Min. -8.31 PU1 Sup 5.81 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

FEM: 144 Min. -1.13 PU1 Sup 0.77 -0.15 PU1 Sup 0.10

Max. 0.43 e2 Inf 0.29 0.06 e2 Inf 0.04

41 Min. -1.13 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.97 PU1 Inf 2.04 0.96 PU1 Inf 0.65

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 34

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

39 Min. -8.32 PU1 Sup 5.82 -1.67 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 148 Min. -10.18 PU1 Sup 7.17 -1.85 PU1 Sup 1.26

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

FEM: 144 Min. -1.12 PU1 Sup 0.77 -0.11 PU1 Sup 0.07

Max. 0.43 e2 Inf 0.29 0.04 e2 Inf 0.03

FEM: 151 Min. -0.68 PU1 Sup 0.46 -0.24 e2 Sup 0.16

Max. 0.26 e2 Inf 0.17 0.62 PU1 Inf 0.42

41 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.97 PU1 Inf 2.04 0.93 PU1 Inf 0.63

FEM: 150 Min. -1.43 e2 Sup 0.98 -0.97 e2 Sup 0.66

Max. 3.79 PU1 Inf 2.61 2.55 PU1 Inf 1.75

42 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Page 23: CAJON AUTOFUNDANTE

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

FEM: 149 Min. -0.07 e2 Sup 0.05 -0.67 e2 Sup 0.46

Max. 0.19 PU1 Inf 0.13 1.77 PU1 Inf 1.22

43 Min. -1.41 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.56 4.04 PU1 Inf 2.78

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 35

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

42 Min. -9.64 PU1 Sup 6.78 -1.36 PU1 Sup 0.93

Max. 3.65 e2 Inf 2.52 0.51 e2 Inf 0.35

FEM: 152 Min. -4.91 PU1 Sup 3.40 -0.65 PU1 Sup 0.44

Max. 1.86 e2 Inf 1.27 0.24 e2 Inf 0.17

FEM: 149 Min. -0.07 e2 Sup 0.04 -0.65 e2 Sup 0.44

Max. 0.17 PU1 Inf 0.12 1.70 PU1 Inf 1.17

FEM: 154 Min. -0.16 e2 Sup 0.11 -0.44 e2 Sup 0.30

Max. 0.42 PU1 Inf 0.29 1.17 PU1 Inf 0.80

43 Min. -1.41 e2 Sup 0.96 -1.54 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.57 4.06 PU1 Inf 2.80

FEM: 153 Min. -0.67 e2 Sup 0.45 -0.74 e2 Sup 0.51

Max. 1.76 PU1 Inf 1.20 1.95 PU1 Inf 1.34

8 Min. -0.32 PU1 Sup 0.22 -1.60 PU1 Sup 1.10

Max. 0.12 e2 Inf 0.08 0.61 e2 Inf 0.41

FEM: 56 Min. -1.14 PU1 Sup 0.78 -5.72 PU1 Sup 3.97

Max. 0.43 e2 Inf 0.30 2.17 e2 Inf 1.49

10 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 36

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

Page 24: CAJON AUTOFUNDANTE

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

40 Min. -0.61 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.60 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 145 Min. -0.77 e2 Sup 0.53 -0.08 PU1 Sup 0.05

Max. 2.03 PU1 Inf 1.39 0.03 e2 Inf 0.02

FEM: 157 Min. -1.03 e2 Sup 0.70 -0.01 e2 Sup 0.01

Max. 2.71 PU1 Inf 1.86 0.03 PU1 Inf 0.02

FEM: 158 Min. -1.22 e2 Sup 0.83 0.00 e2 Sup 0.00

Max. 3.22 PU1 Inf 2.22 0.01 PU1 Inf 0.01

44 Min. -0.61 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.60 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 156 Min. -0.77 e2 Sup 0.53 -0.08 PU1 Sup 0.05

Max. 2.03 PU1 Inf 1.39 0.03 e2 Inf 0.02

41 Min. -1.12 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.96 PU1 Inf 2.04 0.95 PU1 Inf 0.65

FEM: 155 Min. -1.62 e2 Sup 1.11 -0.51 e2 Sup 0.35

Max. 4.27 PU1 Inf 2.95 1.34 PU1 Inf 0.92

45 Min. -1.12 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.96 PU1 Inf 2.04 0.95 PU1 Inf 0.65

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 37

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

41 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.96 PU1 Inf 2.03 0.93 PU1 Inf 0.63

FEM: 150 Min. -1.43 e2 Sup 0.98 -0.96 e2 Sup 0.66

Max. 3.77 PU1 Inf 2.60 2.54 PU1 Inf 1.75

FEM: 155 Min. -1.62 e2 Sup 1.11 -0.50 e2 Sup 0.34

Max. 4.26 PU1 Inf 2.94 1.32 PU1 Inf 0.90

Page 25: CAJON AUTOFUNDANTE

FEM: 161 Min. -1.91 e2 Sup 1.31 -1.23 e2 Sup 0.84

Max. 5.04 PU1 Inf 3.49 3.24 PU1 Inf 2.23

45 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.96 PU1 Inf 2.03 0.93 PU1 Inf 0.63

FEM: 160 Min. -1.43 e2 Sup 0.98 -0.96 e2 Sup 0.66

Max. 3.77 PU1 Inf 2.60 2.54 PU1 Inf 1.75

43 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.04

Max. 3.70 PU1 Inf 2.55 4.03 PU1 Inf 2.78

FEM: 159 Min. -1.74 e2 Sup 1.19 -1.82 e2 Sup 1.25

Max. 4.58 PU1 Inf 3.17 4.82 PU1 Inf 3.33

46 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.04

Max. 3.70 PU1 Inf 2.55 4.03 PU1 Inf 2.78

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 38

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

43 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.70 PU1 Inf 2.55 4.05 PU1 Inf 2.79

FEM: 153 Min. -0.68 e2 Sup 0.46 -0.74 e2 Sup 0.51

Max. 1.79 PU1 Inf 1.22 1.96 PU1 Inf 1.34

FEM: 159 Min. -1.74 e2 Sup 1.19 -1.83 e2 Sup 1.25

Max. 4.59 PU1 Inf 3.17 4.83 PU1 Inf 3.34

FEM: 163 Min. -0.74 e2 Sup 0.51 -0.78 e2 Sup 0.53

Max. 1.96 PU1 Inf 1.34 2.07 PU1 Inf 1.42

46 Min. -1.40 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.70 PU1 Inf 2.55 4.05 PU1 Inf 2.79

FEM: 162 Min. -0.68 e2 Sup 0.46 -0.74 e2 Sup 0.51

Max. 1.79 PU1 Inf 1.22 1.96 PU1 Inf 1.34

10 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

FEM: 68 Min. -2.56 PU1 Sup 1.76 -12.80 PU1 Sup 9.10

Max. 0.97 e2 Inf 0.66 4.85 e2 Inf 3.35

Page 26: CAJON AUTOFUNDANTE

15 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 39

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

44 Min. -0.60 e2 Sup 0.41 -0.01 PU1 Sup 0.01

Max. 1.59 PU1 Inf 1.09 0.00 e2 Inf 0.00

FEM: 156 Min. -0.77 e2 Sup 0.52 -0.08 PU1 Sup 0.06

Max. 2.02 PU1 Inf 1.39 0.03 e2 Inf 0.02

FEM: 165 Min. -1.43 PU1 Sup 0.98 -0.03 e2 Sup 0.02

Max. 0.54 e2 Inf 0.37 0.09 PU1 Inf 0.06

FEM: 166 Min. -1.24 PU1 Sup 0.84 -0.43 PU1 Sup 0.30

Max. 0.47 e2 Inf 0.32 0.16 e2 Inf 0.11

2 Min. -3.91 PU1 Sup 2.69 -0.41 PU1 Sup 0.28

Max. 1.48 e2 Inf 1.01 0.16 e2 Inf 0.11

FEM: 116 Min. -5.99 PU1 Sup 4.16 -1.18 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

45 Min. -1.13 e2 Sup 0.77 -0.36 e2 Sup 0.25

Max. 2.97 PU1 Inf 2.04 0.96 PU1 Inf 0.65

FEM: 164 Min. -1.13 PU1 Sup 0.77 -0.15 PU1 Sup 0.10

Max. 0.43 e2 Inf 0.29 0.06 e2 Inf 0.04

31 Min. -8.31 PU1 Sup 5.81 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 40

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

Page 27: CAJON AUTOFUNDANTE

--------------------------------------------------------------------------------------------------------------------------------------------------------

45 Min. -1.12 e2 Sup 0.77 -0.35 e2 Sup 0.24

Max. 2.97 PU1 Inf 2.04 0.93 PU1 Inf 0.63

FEM: 160 Min. -1.43 e2 Sup 0.98 -0.97 e2 Sup 0.66

Max. 3.79 PU1 Inf 2.61 2.55 PU1 Inf 1.75

FEM: 164 Min. -1.12 PU1 Sup 0.77 -0.11 PU1 Sup 0.07

Max. 0.43 e2 Inf 0.29 0.04 e2 Inf 0.03

FEM: 168 Min. -0.68 PU1 Sup 0.46 -0.24 e2 Sup 0.16

Max. 0.26 e2 Inf 0.17 0.62 PU1 Inf 0.42

31 Min. -8.32 PU1 Sup 5.82 -1.67 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 121 Min. -10.18 PU1 Sup 7.17 -1.85 PU1 Sup 1.26

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

46 Min. -1.41 e2 Sup 0.96 -1.53 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.56 4.04 PU1 Inf 2.78

FEM: 167 Min. -0.07 e2 Sup 0.05 -0.67 e2 Sup 0.46

Max. 0.19 PU1 Inf 0.13 1.77 PU1 Inf 1.22

34 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 41

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

46 Min. -1.41 e2 Sup 0.96 -1.54 e2 Sup 1.05

Max. 3.72 PU1 Inf 2.57 4.06 PU1 Inf 2.80

FEM: 162 Min. -0.67 e2 Sup 0.45 -0.74 e2 Sup 0.51

Max. 1.76 PU1 Inf 1.20 1.95 PU1 Inf 1.34

FEM: 167 Min. -0.07 e2 Sup 0.04 -0.65 e2 Sup 0.44

Max. 0.17 PU1 Inf 0.12 1.70 PU1 Inf 1.17

FEM: 169 Min. -0.16 e2 Sup 0.11 -0.44 e2 Sup 0.30

Max. 0.42 PU1 Inf 0.29 1.17 PU1 Inf 0.80

34 Min. -9.64 PU1 Sup 6.78 -1.36 PU1 Sup 0.93

Page 28: CAJON AUTOFUNDANTE

Max. 3.65 e2 Inf 2.52 0.51 e2 Inf 0.35

FEM: 125 Min. -4.91 PU1 Sup 3.40 -0.65 PU1 Sup 0.44

Max. 1.86 e2 Inf 1.27 0.24 e2 Inf 0.17

15 Min. -2.18 PU1 Sup 1.50 -10.91 PU1 Sup 7.71

Max. 0.83 e2 Inf 0.56 4.13 e2 Inf 2.85

FEM: 78 Min. -1.14 PU1 Sup 0.78 -5.72 PU1 Sup 3.97

Max. 0.43 e2 Inf 0.30 2.17 e2 Inf 1.49

6 Min. -0.32 PU1 Sup 0.22 -1.60 PU1 Sup 1.10

Max. 0.12 e2 Inf 0.08 0.61 e2 Inf 0.41

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 42

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

3 Min. -3.91 PU1 Sup 2.70 -0.39 PU1 Sup 0.27

Max. 1.48 e2 Inf 1.01 0.15 e2 Inf 0.10

FEM: 108 Min. -5.99 PU1 Sup 4.16 -1.19 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

FEM: 172 Min. -1.22 PU1 Sup 0.84 -0.03 e2 Sup 0.02

Max. 0.46 e2 Inf 0.32 0.08 PU1 Inf 0.06

FEM: 173 Min. -1.03 PU1 Sup 0.70 -0.39 PU1 Sup 0.26

Max. 0.39 e2 Inf 0.26 0.15 e2 Inf 0.10

47 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.35 0.00 e2 Inf 0.00

FEM: 171 Min. -0.90 e2 Sup 0.61 0.00 PU1 Sup 0.00

Max. 2.38 PU1 Inf 1.63 0.00 e2 Inf 0.00

29 Min. -8.31 PU1 Sup 5.82 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

FEM: 170 Min. -0.92 PU1 Sup 0.63 -0.05 PU1 Sup 0.04

Max. 0.35 e2 Inf 0.24 0.02 e2 Inf 0.01

48 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.29 PU1 Inf 2.26 1.12 PU1 Inf 0.76

--------------------------------------------------------------------------------------------------------------------------------------------------------

Page 29: CAJON AUTOFUNDANTE

PLACA 43

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

29 Min. -8.32 PU1 Sup 5.82 -1.66 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 112 Min. -10.17 PU1 Sup 7.17 -1.85 PU1 Sup 1.27

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

FEM: 170 Min. -0.91 PU1 Sup 0.62 -0.02 PU1 Sup 0.01

Max. 0.34 e2 Inf 0.23 0.01 e2 Inf 0.00

FEM: 176 Min. -0.47 PU1 Sup 0.32 -0.28 e2 Sup 0.19

Max. 0.18 e2 Inf 0.12 0.74 PU1 Inf 0.50

48 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.28 PU1 Inf 2.26 1.09 PU1 Inf 0.74

FEM: 175 Min. -1.53 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.03 PU1 Inf 2.78 2.75 PU1 Inf 1.89

30 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

FEM: 174 Min. -0.13 e2 Sup 0.09 -0.70 e2 Sup 0.48

Max. 0.34 PU1 Inf 0.23 1.85 PU1 Inf 1.27

49 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.16 PU1 Inf 2.87

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 44

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

30 Min. -9.64 PU1 Sup 6.78 -1.37 PU1 Sup 0.94

Max. 3.65 e2 Inf 2.52 0.52 e2 Inf 0.35

Page 30: CAJON AUTOFUNDANTE

FEM: 114 Min. -4.91 PU1 Sup 3.40 -0.67 PU1 Sup 0.46

Max. 1.86 e2 Inf 1.27 0.25 e2 Inf 0.17

FEM: 174 Min. -0.13 e2 Sup 0.09 -0.68 e2 Sup 0.46

Max. 0.33 PU1 Inf 0.23 1.79 PU1 Inf 1.23

FEM: 178 Min. -0.18 e2 Sup 0.12 -0.42 e2 Sup 0.29

Max. 0.48 PU1 Inf 0.33 1.12 PU1 Inf 0.76

49 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.18 PU1 Inf 2.89

FEM: 177 Min. -0.66 e2 Sup 0.45 -0.69 e2 Sup 0.47

Max. 1.75 PU1 Inf 1.20 1.82 PU1 Inf 1.25

7 Min. -0.31 PU1 Sup 0.21 -1.55 PU1 Sup 1.06

Max. 0.12 e2 Inf 0.08 0.59 e2 Inf 0.40

FEM: 62 Min. -1.21 PU1 Sup 0.83 -6.05 PU1 Sup 4.20

Max. 0.46 e2 Inf 0.31 2.29 e2 Inf 1.57

12 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 45

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

47 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.36 0.00 e2 Inf 0.00

FEM: 171 Min. -0.90 e2 Sup 0.62 0.00 PU1 Sup 0.00

Max. 2.39 PU1 Inf 1.64 0.00 e2 Inf 0.00

FEM: 181 Min. -1.19 e2 Sup 0.82 -0.01 e2 Sup 0.01

Max. 3.15 PU1 Inf 2.17 0.03 PU1 Inf 0.02

FEM: 182 Min. -1.37 e2 Sup 0.94 -0.04 e2 Sup 0.03

Max. 3.62 PU1 Inf 2.49 0.10 PU1 Inf 0.07

50 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.36 0.00 e2 Inf 0.00

FEM: 180 Min. -0.90 e2 Sup 0.62 0.00 PU1 Sup 0.00

Max. 2.39 PU1 Inf 1.64 0.00 e2 Inf 0.00

Page 31: CAJON AUTOFUNDANTE

48 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.27 PU1 Inf 2.25 1.11 PU1 Inf 0.76

FEM: 179 Min. -1.75 e2 Sup 1.19 -0.58 e2 Sup 0.39

Max. 4.61 PU1 Inf 3.18 1.52 PU1 Inf 1.04

51 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.27 PU1 Inf 2.25 1.11 PU1 Inf 0.76

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 46

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

48 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.27 PU1 Inf 2.25 1.09 PU1 Inf 0.74

FEM: 175 Min. -1.52 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.00 PU1 Inf 2.76 2.74 PU1 Inf 1.88

FEM: 179 Min. -1.74 e2 Sup 1.19 -0.57 e2 Sup 0.39

Max. 4.60 PU1 Inf 3.18 1.50 PU1 Inf 1.03

FEM: 185 Min. -2.00 e2 Sup 1.37 -1.32 e2 Sup 0.90

Max. 5.28 PU1 Inf 3.66 3.47 PU1 Inf 2.39

51 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.27 PU1 Inf 2.25 1.09 PU1 Inf 0.74

FEM: 184 Min. -1.52 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.00 PU1 Inf 2.76 2.74 PU1 Inf 1.88

49 Min. -1.45 e2 Sup 0.99 -1.57 e2 Sup 1.08

Max. 3.82 PU1 Inf 2.63 4.16 PU1 Inf 2.87

FEM: 183 Min. -1.77 e2 Sup 1.21 -1.88 e2 Sup 1.29

Max. 4.68 PU1 Inf 3.24 4.95 PU1 Inf 3.43

52 Min. -1.45 e2 Sup 0.99 -1.57 e2 Sup 1.08

Max. 3.82 PU1 Inf 2.63 4.16 PU1 Inf 2.87

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 47

Espesor = 40.00[cm]

Page 32: CAJON AUTOFUNDANTE

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

49 Min. -1.45 e2 Sup 0.99 -1.58 e2 Sup 1.08

Max. 3.83 PU1 Inf 2.64 4.18 PU1 Inf 2.88

FEM: 177 Min. -0.67 e2 Sup 0.46 -0.69 e2 Sup 0.47

Max. 1.78 PU1 Inf 1.22 1.82 PU1 Inf 1.25

FEM: 183 Min. -1.78 e2 Sup 1.22 -1.88 e2 Sup 1.29

Max. 4.69 PU1 Inf 3.24 4.97 PU1 Inf 3.44

FEM: 187 Min. -0.73 e2 Sup 0.50 -0.72 e2 Sup 0.49

Max. 1.93 PU1 Inf 1.32 1.89 PU1 Inf 1.29

52 Min. -1.45 e2 Sup 0.99 -1.58 e2 Sup 1.08

Max. 3.83 PU1 Inf 2.64 4.18 PU1 Inf 2.88

FEM: 186 Min. -0.67 e2 Sup 0.46 -0.69 e2 Sup 0.47

Max. 1.78 PU1 Inf 1.22 1.82 PU1 Inf 1.25

12 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

FEM: 58 Min. -2.70 PU1 Sup 1.85 -13.49 PU1 Sup 9.62

Max. 1.02 e2 Inf 0.70 5.11 e2 Inf 3.54

9 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 48

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

50 Min. -0.75 e2 Sup 0.51 -0.01 PU1 Sup 0.01

Max. 1.98 PU1 Inf 1.35 0.00 e2 Inf 0.00

FEM: 180 Min. -0.90 e2 Sup 0.61 0.00 PU1 Sup 0.00

Max. 2.38 PU1 Inf 1.63 0.00 e2 Inf 0.00

FEM: 189 Min. -1.22 PU1 Sup 0.84 -0.03 e2 Sup 0.02

Page 33: CAJON AUTOFUNDANTE

Max. 0.46 e2 Inf 0.32 0.08 PU1 Inf 0.06

FEM: 190 Min. -1.03 PU1 Sup 0.70 -0.39 PU1 Sup 0.26

Max. 0.39 e2 Inf 0.26 0.15 e2 Inf 0.10

4 Min. -3.91 PU1 Sup 2.70 -0.39 PU1 Sup 0.27

Max. 1.48 e2 Inf 1.01 0.15 e2 Inf 0.10

FEM: 143 Min. -5.99 PU1 Sup 4.16 -1.19 PU1 Sup 0.81

Max. 2.27 e2 Inf 1.56 0.45 e2 Inf 0.31

51 Min. -1.24 e2 Sup 0.85 -0.42 e2 Sup 0.29

Max. 3.29 PU1 Inf 2.26 1.12 PU1 Inf 0.76

FEM: 188 Min. -0.92 PU1 Sup 0.63 -0.05 PU1 Sup 0.04

Max. 0.35 e2 Inf 0.24 0.02 e2 Inf 0.01

39 Min. -8.31 PU1 Sup 5.82 -1.61 PU1 Sup 1.10

Max. 3.15 e2 Inf 2.16 0.61 e2 Inf 0.42

--------------------------------------------------------------------------------------------------------------------------------------------------------

PLACA 49

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

--------------------------------------------------------------------------------------------------------------------------------------------------------

51 Min. -1.24 e2 Sup 0.85 -0.41 e2 Sup 0.28

Max. 3.28 PU1 Inf 2.26 1.09 PU1 Inf 0.74

FEM: 184 Min. -1.53 e2 Sup 1.04 -1.04 e2 Sup 0.71

Max. 4.03 PU1 Inf 2.78 2.75 PU1 Inf 1.89

FEM: 188 Min. -0.91 PU1 Sup 0.62 -0.02 PU1 Sup 0.01

Max. 0.34 e2 Inf 0.23 0.01 e2 Inf 0.00

FEM: 192 Min. -0.47 PU1 Sup 0.32 -0.28 e2 Sup 0.19

Max. 0.18 e2 Inf 0.12 0.74 PU1 Inf 0.50

39 Min. -8.32 PU1 Sup 5.82 -1.66 PU1 Sup 1.14

Max. 3.15 e2 Inf 2.17 0.63 e2 Inf 0.43

FEM: 148 Min. -10.17 PU1 Sup 7.17 -1.85 PU1 Sup 1.27

Max. 3.85 e2 Inf 2.66 0.70 e2 Inf 0.48

52 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.16 PU1 Inf 2.87

FEM: 191 Min. -0.13 e2 Sup 0.09 -0.70 e2 Sup 0.48

Page 34: CAJON AUTOFUNDANTE

Max. 0.34 PU1 Inf 0.23 1.85 PU1 Inf 1.27

42 Min. -9.68 PU1 Sup 6.81 -1.55 PU1 Sup 1.06

Max. 3.67 e2 Inf 2.53 0.59 e2 Inf 0.40

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PLACA 50

Espesor = 40.00[cm]

Recubrimiento Mecánico = 8.00[cm]

As paralelo a 3' As paralelo a 1'

M11' ec As3' M33' ec As1'

Nudo [Ton*m/m] [cm2/m] [Ton*m/m] [cm2/m]

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52 Min. -1.46 e2 Sup 1.00 -1.58 e2 Sup 1.08

Max. 3.85 PU1 Inf 2.65 4.18 PU1 Inf 2.89

FEM: 186 Min. -0.66 e2 Sup 0.45 -0.69 e2 Sup 0.47

Max. 1.75 PU1 Inf 1.20 1.82 PU1 Inf 1.25

FEM: 191 Min. -0.13 e2 Sup 0.09 -0.68 e2 Sup 0.46

Max. 0.33 PU1 Inf 0.23 1.79 PU1 Inf 1.23

FEM: 193 Min. -0.18 e2 Sup 0.12 -0.42 e2 Sup 0.29

Max. 0.48 PU1 Inf 0.33 1.12 PU1 Inf 0.76

42 Min. -9.64 PU1 Sup 6.78 -1.37 PU1 Sup 0.94

Max. 3.65 e2 Inf 2.52 0.52 e2 Inf 0.35

FEM: 152 Min. -4.91 PU1 Sup 3.40 -0.67 PU1 Sup 0.46

Max. 1.86 e2 Inf 1.27 0.25 e2 Inf 0.17

9 Min. -2.30 PU1 Sup 1.58 -11.52 PU1 Sup 8.15

Max. 0.87 e2 Inf 0.60 4.36 e2 Inf 3.01

FEM: 53 Min. -1.21 PU1 Sup 0.83 -6.05 PU1 Sup 4.20

Max. 0.46 e2 Inf 0.31 2.29 e2 Inf 1.57

8 Min. -0.31 PU1 Sup 0.21 -1.55 PU1 Sup 1.06

Max. 0.12 e2 Inf 0.08 0.59 e2 Inf 0.40

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