Memorias de calculo muro en voladizo

MURO UBICADO EN K0+077-K0+081 (D) -1.5 m DE ALTURA

0Q (kN/m2) = 10 Sobrecargaγ1 (kN/m3) = 18 Densidad del suelo de relleno

φ1 = 30 Angulo de fricción interna del material a contenerγ2 (kN/m3) = 18 Densidad del estrato de fundación

φ2 = 30 Angulo de fricción interna del estrato de fundación4 C2 (kN/m2) = 40 Cohesión del estrato de fundación

α = 0 Angulo sobrecarga con la HorizontalKa1 = 0,33 Ka2 = 0,33Kp1 = 3,00 Kp2 = 3,00

σ (KN/m2) = 71,53 Esfuerzo capacidad portanteμ = 0,5 Coeficiente de fricciòn con el concreto

f'c (MPa) = 21 Resistencia del concretofy (MPa) = 420 Resistencia del acero

A= 0,2 Aceleración pico efectivaδ(º) 15 ángulo interacción suelo - muro

1,00 H (m) 1,50 Altura Total del Muro h1 (m) 0,25 Espesor de zarpa h2 (m) 1,25 Altura del vástago del Muro B (m) 1,10 Ancho total de zarpa b1 (m) 0,45 Talón del Muro b2 (m) 0,25 Ancho del vástago del muro. b3 (m) 0,40 Pie del muro

Pa (KN/m) 6,8 Empuje activo Pav(KN/m) 1,7 Componete Vertical del empuje activo 2,0Pah (KN/m) 6,5 Componente horizontal del empuje

h´ (m) 0,6 Altura equivalente por sobrecarga aplicada

M estabilizante M inestabilizante KN-m KN-m

1 1,25 0,25 0,31 24,00 7,50 0,58 4,32 0,25 1,10 0,28 24,00 6,60 0,55 3,63 1,25 0,40 0,50 18,00 9,00 0,90 8,14 0,00 0,40 0,00 18,00 0,00 0,97 0,05

Pav 1,75 1,10 1,9Σ= 18,0

Pah 6,52 0,69 4,47Σ= 4,47

BASE (m) PESO (KN/m)

Momentos inestabilizantes

Momentos estabilizantes

DATOS GENERALES

PREDIMENSIONAMIENTO

No.

18,0

Σ=Momento Inestabilizante 4,5

AREA (m2) Brazo (m)

Σ=Momento Estabilizante

γ (kN/m3)

FS Volcamiento 4,0

ALTURA (m)

FS Deslizamiento (Mínimo)

ANÁLISIS DE ESTABILIDAD

MEMORIA DE CÁLCULO: MURO EN CONCRETO ARMADO EN VOLADIZO

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001462 - D PÁGINA 1 DE 24



Σ=MNeto(KN-m) 13,50Ƙ 1= 0,67 24,85 40,00 Σ=Fverticales 24,85 Max (talón) Min (pié)Ƙ 2= 0,67 6,52 0,00 Xa (m) 0,54 23,43 21,75FS Deslizamiento 1,78 5,14 B/2 (m) 0,55

1,00 Excentricidad (m) 0,01

0,5 B/6 (m) 0,18

71,53

Cheque al deslizamiento - situación Seudo dinámicaMononobe - Okabe σ a-b (KN/m2) 22,74

R1 10,39φ' α β δ' R2 14,4630 90 0 15,00 Hllave +zarpa 0,67

Et 8,85Coulomb: Ka = 0,333 H llave 0,42Mononobe - Okabe: Da = 2,243Mononobe - Okabe: Ka = 0,442

a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77

Pae 8,59 Verificación al Deslizamiento - Seudoestático Δpae 1,84 FS 1,49h prom 0,586 H-llave 0,42

Capacidad Portante

FS 3,05

Esfuerzo Reacción (KN/m2

Condición Estática CÁLCULO DE LA LLAVE

σ ult (KN/m2)

Requiere llave

φ (º) Estrato de fundación NcNq

VALORES DE Ka

C2 (KN/m2)

Df (m)

VERIFICACIÓN ESTABILIDAD INTERNA ANÁLISIS DE ESTABILIDAD (Deslizamiento) Cálculo de Capacidad Portante

DIAGRAMA DE PRESIONES EN LA BASE

A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:

FORMULAS PARA EL CALCULO DE Ka

R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=

βαδαψβφδφψδααψ

ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ




DISEÑO ESTRUCTURALMURO EN VOLADIZO

MURO FLEXION

E (kN)= 4,69

E´ (kN)= 4,17 Ma-c(kN-m)= 17,68 b(m)= 1,10Va-c(kN)= 8,85 φMn (kN-m)= 30,05 d(m)= 0,20

Vu(kN)= 15,05 fy (Mpa)= 420 ρ2 = 0,00153024vu(kN/m2)= 8,85 OK f'c (Mpa)= 21,1 As (m2) 0,000351955

ARMADURA P/PAL As mm²/m 351,96ARMADURA REPARTICION As mm²/m 21,45

VOLADIZO DE LA BASE

VOLADIZO FLEXION

σ a-b(kN/m2)= 22,74 Ma-b(kN-m)= 20,46 b(m)= 1,00Va-b(kN)= 22,74 φMn (kN-m)= 34,78 d(m)= 0,20

Vu(kN)= 38,66 fy (Mpa)= 420,00 ρ2 = 0,006957453vu(kN/m2)= 22,74 OK f'c (Mpa)= 21,1 As (m2) 0,000834894

ARMADURA P/PAL As mm²/m 834,89

VOLADIZO DE LA BASE

PIE FLEXION

σ c-d(kN/m2)= 22,36 Mc-d(kN-m)= 6,48 b(m)= 1,00Vc-d(kN)= 22,36 φMn (kN-m)= 11,01 d(m)= 0,25



σB

a

b

c

d

db

ca




φ Mn= φρ fy(1-(0.59 ρ fy/f'c))bd² φ Mn= φρ fy(1-(0.59 ρ fy/f'c))bd² φ Mn= φρ fy(1-(0.59 ρ fy/f'c))bd²Input Input InputTalón Wall Vástago BaseMn 30,049 kN-m Mn 34,776 kN-m Mn 11,013 kN-mφ 0,9 φ 0,9 φ 0,9fy 420 Mpa fy 420 Mpa fy 420 Mpaf'c 21,1 Mpa f'c 21,1 Mpa f'c 21,1 Mpab 1,00 m b 1,00 m b 1,00 md 0,23 m d 0,12 m d 0,23 mρ 0,003300 ρ 0,003300 ρ 0,003300

cálculos cálculos cálculosφMn 30,049 kN-m φMn 34,776 kN-m φMn 11,013 kN-m

A 234836,8891 A 63925,35355 A 234836,8891B -19996,2 B -5443,2 B -19996,2C 30,049 C 34,776 C 11,013ρ1+ 0,083619074 ρ1+ 0,078191861 ρ1+ 0,084594964ρ2− ,001,5302 ρ2− 0,006957453 ρ2− 0,00055435

As1 + 0,019232387 m² As1 + 0,009383023 m² As1 + 0,019456842 m²As2 - 0,000351955 m² As2 - 0,000834894 m² As2 - 0,000127501 m²As cm²/m 3,52 As cm² 8,35 As cm² 1,28

Nota: en caso que el As sea menor que el requerido, como mínimo se colocará éste de acuerdo con las NSR 98. (Ver cuadro resumen)

N de barra Separación (cm) N de barra Separación (cm) N de barra Separación (cm)3 20,2 4 15,5 3 20

N cm2 mm2 N cm2 mm2 N cm2 mm2

3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

Cuadratic Equations Cuadratic Equations Cuadratic Equations

MURO VOLADIZO














1 0,95 0,25 0,24 24,00 5,70 0,43 2,42 0,25 0,90 0,23 24,00 5,40 0,45 2,43 0,95 0,35 0,33 18,00 5,99 0,73 4,34 0,00 0,35 0,00 18,00 0,00 0,78 0,05

Pav 1,12 0,90 1,0Σ= 10,2

Pah 4,17 0,59 2,44Σ= 2,44

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,2

10,2


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO

No. BASE (m) PESO (KN/m)



H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,15

71,53



Et 5,87Coulomb: Ka = 0,333 H llave -0,10Mononobe - Okabe: Da = 2,243Mononobe - Okabe: Ka = 0,442

a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Cálculo de Capacidad Portante

C2 (KN/m2)

Df (m)

VERIFICACIÓN ESTABILIDAD INTERNA ANÁLISIS DE ESTABILIDAD (Deslizamiento)


VALORES DE Ka

σ ult (KN/m2)

No requiere llave


Capacidad Portante

FS 3,05



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION


Vu(kN)= 33,17 fy (Mpa)= 420,00 ρ2 = 0,000293987vu(kN/m2)= 19,51 OK f'c (Mpa)= 21,1 As (m2) 6,7617E-05


σB

a

b

c

d

db

ca







As1 + 0,019321816 m² As1 + 0,009710791 m² As1 + 0,019516725 m²As2 - 0,000262526 m² As2 - 0,000507127 m² As2 - 6,7617E-05 m²As cm²/m 2,63 As cm² 5,07 As cm² 0,68


N de barra Separación (cm) N de barra Separación (cm) N de barra Separación (cm)3 27 4 25,4 3 20


3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 0,95 0,25 0,24 24,00 5,70 0,43 2,42 0,25 0,90 0,23 24,00 5,40 0,45 2,43 0,95 0,35 0,33 18,00 5,99 0,73 4,34 0,00 0,35 0,00 18,00 0,00 0,78 0,05

Pav 1,12 0,90 1,0Σ= 10,2

Pah 4,17 0,59 2,44Σ= 2,44




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

10,2


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 4,2

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,15

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,05



σ ult (KN/m2)

No requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 1,15 0,25 0,29 24,00 6,90 0,53 3,62 0,25 1,05 0,26 24,00 6,30 0,53 3,33 1,15 0,40 0,46 18,00 8,28 0,85 7,04 0,00 0,40 0,00 18,00 0,00 0,92 0,05

Pav 1,52 1,05 1,6Σ= 15,6

Pah 5,68 0,65 3,70Σ= 3,70

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,2

15,6


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,18

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,10



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,97




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca









N de barra Separación (cm) N de barra Separación (cm) N de barra Separación (cm)3 22,1 4 18 3 20


3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,25 0,25 0,31 24,00 7,50 0,58 4,32 0,25 1,10 0,28 24,00 6,60 0,55 3,63 1,25 0,40 0,50 18,00 9,00 0,90 8,14 0,00 0,40 0,00 18,00 0,00 0,97 0,05

Pav 1,75 1,10 1,9Σ= 18,0

Pah 6,52 0,69 4,47Σ= 4,47




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

18,0


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 4,0

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,18

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,05



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 4,69




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO


MURO UBICADO EN K0+059-K0+061 (D) -1,5 m DE ALTURA












1 1,25 0,25 0,31 24,00 7,50 0,58 4,32 0,25 1,10 0,28 24,00 6,60 0,55 3,63 1,25 0,40 0,50 18,00 9,00 0,90 8,14 0,00 0,40 0,00 18,00 0,00 0,97 0,05

Pav 1,75 1,10 1,9Σ= 18,0

Pah 6,52 0,69 4,47Σ= 4,47

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,0

18,0


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,18

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,05



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 4,69




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO



MURO UBICADO EN K0+155-K0+157 (I) 1.30 m DE ALTURA



φ2 = 28 Angulo de fricción interna del estrato de fundación4 C2 (kN/m2) = 29,41 Cohesión del estrato de fundación









1 1,05 0,25 0,26 24,00 6,30 0,48 3,02 0,25 0,90 0,23 24,00 5,40 0,45 2,43 1,05 0,30 0,32 18,00 5,67 0,75 4,34 0,00 0,30 0,00 18,00 0,00 0,80 0,05

Pav 0,78 0,90 0,7Σ= 10,4

Pah 2,90 0,62 1,79Σ= 1,79




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

10,4


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 5,8

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001957 - I PÁGINA 1 DE 20




1,00 Excentricidad (m) -0,02

0,5 B/6 (m) 0,15

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,13



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO


MURO UBICADO EN K0+131-K0+133 (I) 1,3 m DE ALTURA












1 1,05 0,25 0,26 24,00 6,30 0,48 3,02 0,25 0,90 0,23 24,00 5,40 0,45 2,43 1,05 0,30 0,32 18,00 5,67 0,75 4,34 0,00 0,30 0,00 18,00 0,00 0,80 0,05

Pav 0,78 0,90 0,7Σ= 10,4

Pah 2,90 0,62 1,79Σ= 1,79

ALTURA (m)





γ (kN/m3)

FS Volcamiento 5,8

10,4


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,15

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,13



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,05 0,25 0,26 24,00 6,30 0,48 3,02 0,25 0,90 0,23 24,00 5,40 0,45 2,43 1,05 0,30 0,32 18,00 5,67 0,75 4,34 0,00 0,30 0,00 18,00 0,00 0,80 0,05

Pav 0,78 0,90 0,7Σ= 10,4

Pah 2,90 0,62 1,79Σ= 1,79




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

10,4


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 5,8

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,15

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,13



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 1,15 0,25 0,29 24,00 6,90 0,63 4,32 0,25 1,15 0,29 24,00 6,90 0,58 4,03 1,15 0,40 0,46 18,00 8,28 0,95 7,94 0,00 0,40 0,00 18,00 0,00 1,02 0,05

Pav 1,52 1,15 1,8Σ= 17,9

Pah 5,68 0,65 3,70Σ= 3,70

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,8

17,9


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,19

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,02



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,97




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,15 0,25 0,29 24,00 6,90 0,63 4,32 0,25 1,15 0,29 24,00 6,90 0,58 4,03 1,15 0,40 0,46 18,00 8,28 0,95 7,94 0,00 0,40 0,00 18,00 0,00 1,02 0,05

Pav 1,52 1,15 1,8Σ= 17,9

Pah 5,68 0,65 3,70Σ= 3,70




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

17,9


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 4,8

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,19

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,02



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,97




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 0,95 0,25 0,24 24,00 5,70 0,53 3,02 0,25 1,00 0,25 24,00 6,00 0,50 3,03 0,95 0,35 0,33 18,00 5,99 0,83 4,94 0,00 0,35 0,00 18,00 0,00 0,88 0,05

Pav 1,12 1,00 1,1Σ= 12,0

Pah 4,17 0,59 2,44Σ= 2,44




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

12,0


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 4,9

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001957 D PÁGINA 1 DE 14





0,5 B/6 (m) 0,17

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,04



σ ult (KN/m2)

No requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ













1 1,05 0,25 0,26 24,00 6,30 0,58 3,62 0,25 1,10 0,28 24,00 6,60 0,55 3,63 1,05 0,40 0,42 18,00 7,56 0,90 6,84 0,00 0,40 0,00 18,00 0,00 0,97 0,05

Pav 1,31 1,10 1,4Σ= 15,5

Pah 4,90 0,62 3,03Σ= 3,03

ALTURA (m)





γ (kN/m3)

FS Volcamiento 5,1

15,5


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D





0,5 B/6 (m) 0,18

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,08



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ




MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO














1 1,25 0,25 0,31 24,00 7,50 0,68 5,12 0,25 1,25 0,31 24,00 7,50 0,63 4,73 1,25 0,45 0,56 18,00 10,13 1,03 10,44 0,00 0,45 0,00 18,00 0,00 1,10 0,05

Pav 1,75 1,25 2,2Σ= 22,3

Pah 6,52 0,69 4,47Σ= 4,47




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

22,3


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 5,0

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D





0,5 B/6 (m) 0,21

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,06



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ




MURO FLEXION

E (kN)= 4,69




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO













1 0,95 0,25 0,24 24,00 5,70 0,53 3,02 0,25 1,00 0,25 24,00 6,00 0,50 3,03 0,95 0,35 0,33 18,00 5,99 0,83 4,94 0,00 0,35 0,00 18,00 0,00 0,88 0,05

Pav 1,12 1,00 1,1Σ= 12,0

Pah 4,17 0,59 2,44Σ= 2,44

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,9

12,0


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D





0,5 B/6 (m) 0,17

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

No requiere llave


Capacidad Portante

FS 3,04



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ




MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca








N de barra Separación (cm) N de barra Separación (cm) N de barra Separación (cm)3 27 4 22 3 20


3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO



MURO UBICADO EN K0+023-K0+025 (I) - 1.20 m DE ALTURA












1 0,95 0,25 0,24 24,00 5,70 0,53 3,02 0,25 1,00 0,25 24,00 6,00 0,50 3,03 0,95 0,35 0,33 18,00 5,99 0,83 4,94 0,00 0,35 0,00 18,00 0,00 0,88 0,05

Pav 1,12 1,00 1,1Σ= 12,0

Pah 4,17 0,59 2,44Σ= 2,44




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

12,0


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 4,9

ALTURA (m)


ANÁLISIS DE ESTABILIDAD (Volcamiento)


H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001880 - I PÁGINA1 DE 8





0,5 B/6 (m) 0,17

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,04

Esfuerzo Reacción (KN/m2)


σ ult (KN/m2)

No requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ mín b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca









N de barra Separación (cm) N de barra Separación (cm) N de barra Separación (cm)3 27 4 22 3 20


3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 0,85 0,25 0,21 24,00 5,10 0,48 2,42 0,25 0,95 0,24 24,00 5,70 0,48 2,73 0,85 0,35 0,30 18,00 5,36 0,78 4,24 0,00 0,35 0,00 18,00 0,00 0,83 0,05

Pav 0,94 0,95 0,9Σ= 10,2

Pah 3,51 0,55 1,93Σ= 1,93

ALTURA (m)





γ (kN/m3)

FS Volcamiento 5,3

10,2


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,16

53,39




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

No requiere llave


Capacidad Portante

FS 3,10



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ mín b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 2,17




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO



MURO UBICADO EN K0+062-K0+0,63 (I) 1.70 m DE ALTURA












1 1,45 0,25 0,36 24,00 8,70 0,73 6,32 0,25 1,20 0,30 24,00 7,20 0,60 4,33 1,45 0,35 0,51 18,00 9,14 1,03 9,44 0,00 0,35 0,00 18,00 0,00 1,08 0,05

Pav 2,24 1,20 2,7Σ= 22,7

Pah 8,37 0,75 6,30Σ= 6,30

ALTURA (m)





γ (kN/m3)

FS Volcamiento 3,6

22,7


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,20

70,16




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,10



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ














1 1,05 0,25 0,26 24,00 6,30 0,53 3,32 0,25 0,95 0,24 24,00 5,70 0,48 2,73 1,05 0,30 0,32 18,00 5,67 0,80 4,54 0,00 0,30 0,00 18,00 0,00 0,85 0,05

Pav 1,31 0,95 1,2Σ= 11,8

Pah 4,90 0,62 3,03Σ= 3,03




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

11,8


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 3,9

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,16

70,16




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


Capacidad Portante

FS 3,24



σ ult (KN/m2)

Requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 0,95 0,25 0,24 24,00 5,70 0,48 2,72 0,25 0,90 0,23 24,00 5,40 0,45 2,43 0,95 0,30 0,29 18,00 5,13 0,75 3,84 0,00 0,30 0,00 18,00 0,00 0,80 0,05

Pav 1,12 0,90 1,0Σ= 10,0

Pah 4,17 0,59 2,44Σ= 2,44

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,1

10,0


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,15

70,16




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

No requiere llave


Capacidad Portante

FS 3,31



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ


MURO UBICADO EN K0+064-K0+0,66 (I) 1,30 m DE ALTURA












1 1,05 0,25 0,26 24,00 6,30 1,23 7,72 0,25 2,55 0,64 24,00 15,30 1,28 19,53 1,05 1,20 1,26 18,00 22,68 1,95 44,24 0,00 1,20 0,00 18,00 0,00 2,15 0,05

Pav 1,31 2,55 3,3Σ= 74,8

Pah 4,90 0,62 3,03Σ= 3,03




DATOS GENERALES

PREDIMENSIONAMIENTO

No.

74,8


AREA (m2) Brazo (m)


γ (kN/m3)

FS Volcamiento 24,7

ALTURA (m)




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,43

70,16


R1 4,83φ' α β δ' R2 33,8030 90 0 15,00 Hllave +zarpa #¡NUM!

Et 6,81Coulomb: Ka = 0,333 H llave #¡NUM!Mononobe - Okabe: Da = 2,243Mononobe - Okabe: Ka = 0,442

a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77

Pae 6,45 Verificación al Deslizamiento - Seudoestático Δpae 1,38 FS 3,63h prom 0,507 H-llave #¡NUM!

Capacidad Portante

FS 13,25



σ ult (KN/m2)

No requiere llave


VALORES DE Ka

C2 (KN/m2)

Df (m)



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51


MURO VOLADIZO














1 1,05 0,25 0,26 24,00 6,30 0,53 3,32 0,25 0,95 0,24 24,00 5,70 0,48 2,73 1,05 0,30 0,32 18,00 5,67 0,80 4,54 0,00 0,30 0,00 18,00 0,00 0,85 0,05

Pav 1,31 0,95 1,2Σ= 11,8

Pah 4,90 0,62 3,03Σ= 3,03

ALTURA (m)





γ (kN/m3)

FS Volcamiento 3,9

11,8


AREA (m2) Brazo (m)

DATOS GENERALES

PREDIMENSIONAMIENTO




H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,16

70,16




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Requiere llave


Capacidad Portante

FS 3,24



A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,55 0,25 0,39 24,00 9,30 0,78 7,22 0,25 1,25 0,31 24,00 7,50 0,63 4,73 1,55 0,35 0,54 18,00 9,77 1,08 10,54 0,00 0,35 0,00 18,00 0,00 1,13 0,05

Pav 2,52 1,25 3,1Σ= 25,5

Pah 9,39 0,79 7,37Σ= 7,37

DATOS GENERALES

PREDIMENSIONAMIENTO




No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3) PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD

Σ=Momento Estabilizante 25,5



FS Volcamiento 3,5

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001716 - D PÁGINA1 DE 32





0,5 B/6 (m) 0,21

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77


C2 (KN/m2)φ (º) Estrato de fundación

ANÁLISIS DE ESTABILIDAD (Deslizamiento) Cálculo de Capacidad Portante VERIFICACIÓN ESTABILIDAD INTERNA


Nc Capacidad Portante Requiere llave Nq

FS 3,07Df (m)

σ ult (KN/m2)

CÁLCULO DE LA LLAVE Condición Estática

VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 7,21




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 2,05 0,25 0,51 24,00 12,30 1,08 13,22 0,25 1,60 0,40 24,00 9,60 0,80 7,73 2,05 0,40 0,82 18,00 14,76 1,40 20,74 0,00 0,40 0,00 18,00 0,00 1,47 0,05

Pav 4,11 1,60 6,6Σ= 48,1

Pah 15,33 0,95 14,59Σ= 14,59

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,3

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,27

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,07Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 12,61




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,45 0,25 0,36 24,00 8,70 0,83 7,22 0,25 1,25 0,31 24,00 7,50 0,63 4,73 1,45 0,30 0,44 18,00 7,83 1,10 8,64 0,00 0,30 0,00 18,00 0,00 1,15 0,05

Pav 2,24 1,25 2,8Σ= 23,3

Pah 8,37 0,75 6,30Σ= 6,30

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,7

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,21

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,80Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 6,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,55 0,25 0,39 24,00 9,30 0,83 7,72 0,25 1,25 0,31 24,00 7,50 0,63 4,73 1,55 0,30 0,47 18,00 8,37 1,10 9,24 0,00 0,30 0,00 18,00 0,00 1,15 0,05

Pav 2,52 1,25 3,1Σ= 24,7

Pah 9,39 0,79 7,37Σ= 7,37

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,4

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,21

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,25Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 7,21




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,45 0,25 0,36 24,00 8,70 0,78 6,72 0,25 1,20 0,30 24,00 7,20 0,60 4,33 1,45 0,30 0,44 18,00 7,83 1,05 8,24 0,00 0,30 0,00 18,00 0,00 1,10 0,05

Pav 2,24 1,20 2,7Σ= 22,0

Pah 8,37 0,75 6,30Σ= 6,30

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,5

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,20

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,37Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 6,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,45 0,25 0,36 24,00 8,70 0,78 6,72 0,25 1,20 0,30 24,00 7,20 0,60 4,33 1,45 0,30 0,44 18,00 7,83 1,05 8,24 0,00 0,30 0,00 18,00 0,00 1,10 0,05

Pav 2,24 1,20 2,7Σ= 22,0

Pah 8,37 0,75 6,30Σ= 6,30

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,5

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,20

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,37Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 6,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,05 0,25 0,26 24,00 6,30 0,53 3,32 0,25 0,95 0,24 24,00 5,70 0,48 2,73 1,05 0,30 0,32 18,00 5,67 0,80 4,54 0,00 0,30 0,00 18,00 0,00 0,85 0,05

Pav 1,31 0,95 1,2Σ= 11,8

Pah 4,90 0,62 3,03Σ= 3,03

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,9

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,16

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,31Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 3,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 1,25 0,25 0,31 24,00 7,50 0,63 4,72 0,25 1,05 0,26 24,00 6,30 0,53 3,33 1,25 0,30 0,38 18,00 6,75 0,90 6,14 0,00 0,30 0,00 18,00 0,00 0,95 0,05

Pav 1,75 1,05 1,8Σ= 15,9

Pah 6,52 0,69 4,47Σ= 4,47

ALTURA (m)





γ (kN/m3)

FS Volcamiento 3,6

DATOS GENERALES

PREDIMENSIONAMIENTO


15,9


AREA (m2) Brazo (m)No.



H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D






0,5 B/6 (m) 0,18

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Condición Estática

Capacidad Portante

FS 3,15


CÁLCULO DE LA LLAVE

Requiere llave


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ





MURO FLEXION

E (kN)= 4,69




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca











3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO















1 0,95 0,25 0,24 24,00 5,70 0,48 2,72 0,25 0,90 0,23 24,00 5,40 0,45 2,43 0,95 0,30 0,29 18,00 5,13 0,75 3,84 0,00 0,30 0,00 18,00 0,00 0,80 0,05

Pav 1,12 0,90 1,0Σ= 10,0

Pah 4,17 0,59 2,44Σ= 2,44

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 4,1

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 1 DE 24





0,5 B/6 (m) 0,15

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77





Nc Capacidad Portante No requiere llave Nq

FS 3,38Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 2 DE 24




MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 3 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 4 DE 24













1 1,35 0,25 0,34 24,00 8,10 0,68 5,52 0,25 1,15 0,29 24,00 6,90 0,58 4,03 1,35 0,35 0,47 18,00 8,51 0,98 8,34 0,00 0,35 0,00 18,00 0,00 1,03 0,05

Pav 1,99 1,15 2,3Σ= 20,0

Pah 7,42 0,72 5,33Σ= 5,33

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,8

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 5 DE 24





0,5 B/6 (m) 0,19

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,24Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 6 DE 24




MURO FLEXION

E (kN)= 5,47




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 7 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 8 DE 24













1 1,45 0,25 0,36 24,00 8,70 0,73 6,32 0,25 1,20 0,30 24,00 7,20 0,60 4,33 1,45 0,35 0,51 18,00 9,14 1,03 9,44 0,00 0,35 0,00 18,00 0,00 1,08 0,05

Pav 2,24 1,20 2,7Σ= 22,7

Pah 8,37 0,75 6,30Σ= 6,30

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,6

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 9 DE 24





0,5 B/6 (m) 0,20

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,16Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 10 DE 24




MURO FLEXION

E (kN)= 6,31




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 11 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 12 DE 24













1 1,55 0,25 0,39 24,00 9,30 0,78 7,22 0,25 1,25 0,31 24,00 7,50 0,63 4,73 1,55 0,35 0,54 18,00 9,77 1,08 10,54 0,00 0,35 0,00 18,00 0,00 1,13 0,05

Pav 2,52 1,25 3,1Σ= 25,5

Pah 9,39 0,79 7,37Σ= 7,37

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,5

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 13 DE 24





0,5 B/6 (m) 0,21

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,07Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 14 DE 24




MURO FLEXION

E (kN)= 7,21




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 15 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 16 DE 24

MURO UBICADO EN K0+010-K0+014 (D) -1.50m DE ALTURA












1 1,25 0,25 0,31 24,00 7,50 0,63 4,72 0,25 1,10 0,28 24,00 6,60 0,55 3,63 1,25 0,35 0,44 18,00 7,88 0,93 7,34 0,00 0,35 0,00 18,00 0,00 0,98 0,05

Pav 1,75 1,10 1,9Σ= 17,5

Pah 6,52 0,69 4,47Σ= 4,47

DATOS GENERALES

PREDIMENSIONAMIENTO








FS Volcamiento 3,9

H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 17 DE 24





0,5 B/6 (m) 0,18

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77






FS 3,32Df (m)

σ ult (KN/m2)


VALORES DE Ka


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 18 DE 24




MURO FLEXION

E (kN)= 4,69




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 19 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 20 DE 24













1 0,95 0,25 0,24 24,00 5,70 0,43 2,42 0,25 0,90 0,23 24,00 5,40 0,45 2,43 0,95 0,35 0,33 18,00 5,99 0,73 4,34 0,00 0,35 0,00 18,00 0,00 0,78 0,05

Pav 1,12 0,90 1,0Σ= 10,2

Pah 4,17 0,59 2,44Σ= 2,44

ALTURA (m)





γ (kN/m3)

FS Volcamiento 4,2

DATOS GENERALES

PREDIMENSIONAMIENTO


10,2


AREA (m2) Brazo (m)No.



H h2

h1

B

b1 b2 b3

Q

W1

W2

W3

W4

W5

Pa

Pah

Pav

δ

A hp

D

SEGMENTO 4001533 - D 21 DE 24





0,5 B/6 (m) 0,15

71,53




a h (g)= 0,2 a v (g)= 0,04ψ' = 11,77



C2 (KN/m2)

Df (m)



VALORES DE Ka

σ ult (KN/m2)

Condición Estática

Capacidad Portante

FS 3,05



No requiere llave


A

σA

BσB

COULOMB:

MAYNIE:

MULLER - BRESLAU:

MONONOBE - OKABE:


R1 R2

σ máx

σ b1

b2 +b3

⎟⎠⎞⎜

⎝⎛ ±= ∑

Be

lBFVmáx

mín61

*σ

φφ

sensenK a +

−=

11

( ) 2

2

'cos'*''

1'cos

'cos

⎟⎟⎠

⎞⎜⎜⎝

⎛ ++

=

δφδφ

δ

φ

sensenK a

( )

( ) ( ) ( )( ) ( )

2

2

2

.''*''

1'.

'

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−+

+−

+=

βαδαβφδφ

δαα

φα

sensensensen

sensen

senKa

( ) ( )

( ) ( ) ( )( ) ( )

22

2

.'''*''1''..'.cos

''1

⎟⎟⎠

⎞⎜⎜⎝

⎛

+−−−+

+−−

−+−=


ψφα

sensensensensensen

senaK v

a

( )⎟⎟⎠

⎞⎜⎜⎝

⎛

−= −

v

h

a

a

1tan' 1ψ

SEGMENTO 4001533 - D 22 DE 24




MURO FLEXION

E (kN)= 2,71




VOLADIZO DE LA BASE

VOLADIZO FLEXION




VOLADIZO DE LA BASE

PIE FLEXION




σB

a

b

c

d

db

ca

SEGMENTO 4001533 - D 23 DE 24










3 0,71 7,1 3 0,71 7,1 3 0,71 7,14 1,29 12,9 4 1,29 12,9 4 1,29 12,95 1,99 19,9 5 1,99 19,9 5 1,99 19,96 2,84 28,4 6 2,84 28,4 6 2,84 28,47 3,87 38,7 7 3,87 38,7 7 3,87 38,78 5,1 51 8 5,1 51 8 5,1 51

MURO VOLADIZO


SEGMENTO 4001533 - D 24 DE 24

0 Sondeo (s) S12-S13

Q (kN/m2) 10 Sobrecarga

1.8 g1 (kN/m3) 18 Densidad del suelo de relleno

f1 30 Angulo de fricción interna del material a contener

1.8 g2 (kN/m3) 18 Densidad del estrato de fundación

f2 30 Angulo de fricción interna del estrato de fundación

1.579 C2 (kN/m2) 40.00 Cohesión del estrato de fundación

a 0 Angulo sobrecarga con la Horizontal

Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00

s (KN/m2) 71.53 Esfuerzo capacidad portante

m 0.5 Coeficiente de fricciòn con el concreto

f'c (MPa) 21.1 Resistencia del concreto

fy (MPa) 240 Resistencia del acero

A 0.2 Aceleración pico efectiva

d(º) 15 Ángulo interacción suelo - muro

1.50 H (m) 2.00 Altura Total del Muro

h1 (m) 0.25 Espesor de zarpa 0.25

h2 (m) 1.75 Altura del vástago del Muro

B (m) 1.65 Ancho total de zarpa

b1 (m) 0.65 Talón del Muro

b2 (m) 0.25 Ancho del vástago del muro.

b3 (m) 0.75 Pie del muro

Pa (KN/m) 12.0 Empuje activo

Pav(KN/m) 3.1 Componete Vertical del empuje activo 2.0

Pah (KN/m) 11.6 Componente horizontal del empuje

h´ (m) 0.6 Altura equivalente por sobrecarga aplicada

M estabilizante M inestabilizante

KN-m KN-m

W1 1.75 0.25 0.44 24.00 10.50 0.78 8.1

w2 0.25 1.65 0.41 24.00 9.90 0.83 8.2

w3 1.75 0.75 1.31 18.00 23.63 1.28 30.1

w4 0.00 0.75 0.00 18.00 0.00 1.40 0.0

w5

Pav 3.11 1.65 5.1

S 51.6

Pah 11.59 0.85 9.87

S 9.87

S=MNeto(KN-m) 41.68

Ƙ 1= 0.67 47.13 40.00 S=Fverticales 47.13 Max (talón) Min (pié)

Ƙ 2= 0.67 11.59 30.00 Xa (m) 0.88 22.41 34.72

1.64 5.14 B/2 (m) 0.825

1.00 Excentricidad (m) -0.06

0.5 B/6 (m) 0.28

71.53

s a-b (KN/m2) 27.26

R1 11.17

f' a b d' R2 30.99

30 90 0 15.00 Hllave +zarpa 0.74

Et 15.02

0.333 H llave 0.49

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 15.26

Dpae 3.26 FS

h prom 0.781 H-llave


DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) g (kN/m3) PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD

(Volcamiento)

S Momento

Estabilizante 51.6

S Momento

Inestabilizante 9.9

FS Volcamiento 5.2Momentos estabilizantes




C2 (KN/m2)

f (º) Estrato de fundación

FS al Deslizamiento Nc Capacidad Portante

Requiere llave NqFS 3.19

Df (m)

s ult (KN/m2)


Cheque al deslizamiento - situación Seudo dinámica Condición Estática

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

Mononobe - Okabe: Da =

Mononobe - Okabe: Ka =

Verificación al Deslizamiento - Seudoestático

1.59

0.51









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.55 0.25 0.39 24.00 9.30 0.68 6.3

w2 0.25 1.40 0.35 24.00 8.40 0.70 5.9

w3 1.55 0.60 0.93 18.00 16.74 1.10 18.4

w4 0.00 0.60 0.00 18.00 0.00 1.20 0.0

w5

Pav 2.52 1.40 3.5

S 34.1

Pah 9.39 0.79 7.37

S 7.37

S=MNeto(KN-m) 26.72


Ƙ 2= 0.67 9.39 30.00 Xa (m) 0.72 23.79 29.01

1.68 5.14 B/2 (m) 0.7


0.5 B/6 (m) 0.23

71.53

s a-b (KN/m2) 25.84

R1 11.17

f' a b d' R2 23.31

30 90 0 15.00 Hllave +zarpa 0.73

Et 12.37

0.333 H llave 0.48

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 12.36

Dpae 2.64 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 34.1

S Momento

Inestabilizante 7.4





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.54

0.48









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.95 0.25 0.49 24.00 11.70 0.88 10.2

w2 0.25 1.80 0.45 24.00 10.80 0.90 9.7

w3 1.95 0.80 1.56 18.00 28.08 1.40 39.3

w4 0.00 0.80 0.00 18.00 0.00 1.53 0.0

w5

Pav 3.76 1.80 6.8

S 66.0

Pah 14.03 0.92 12.88

S 12.88

S=MNeto(KN-m) 53.15


Ƙ 2= 0.67 14.03 30.00 Xa (m) 0.98 22.32 38.05

1.51 5.14 B/2 (m) 0.9


0.5 B/6 (m) 0.30

71.53

s a-b (KN/m2) 28.88

R1 11.52

f' a b d' R2 35.14

30 90 0 15.00 Hllave +zarpa 0.85

Et 17.91

0.333 H llave 0.60

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 18.47

Dpae 3.95 FS



DATOS GENERALES

PREDIMENSIONAMIENTO

Brazo (m)


No. ALTURA (m) BASE (m) AREA (m2) g (kN/m3) PESO (KN/m)




(Volcamiento)

S Momento

Estabilizante 66.0

S Momento

Inestabilizante 12.9

C2 (KN/m2)


FS al Deslizamiento Nc



Capacidad Portante


Df (m)

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

s ult (KN/m2)






1.51

0.60

Muro de Altura 1.00 m

0Q (kN/m2) = 10 Sobrecarga

1.8 γ1 (kN/m3) = 18 Densidad del suelo de relleno φ1 = 30 Angulo de fricción interna del material a contener

2.043 γ2 (kN/m3) = 15 Densidad del estrato de fundaciónφ2 = 22 Angulo de fricción interna del estrato de fundación

1.579 C2 (kN/m2) = 40.00 Cohesión del estrato de fundaciónα = 0 Angulo sobrecarga con la Horizontal

Ka1 = 0.33 Ka2 = 0.45

Kp1 = 3.00 Kp2 = 2.20σ (KN/m2) = 72.03 Esfuerzo capacidad portante

μ = 0.5 Coeficiente de fricciòn con el concretof'c (MPa) = 21.1 Resistencia del concretofy (MPa) = 240 Resistencia del acero

A= 0.2 Aceleración pico efectivaδ(º) 15 ángulo interacción suelo ‐ muro

0.30 H (m) 1.00 Altura Total del Muro h1 (m) 0.25 Espesor de zarpa 0.25

h2 (m) 0.75 Altura del vástago del Muro B (m) 0.85 Ancho total de zarpa b1 (m) 0.30 Talón del Muro b2 (m) 0.25 Ancho del vástago del muro. b3 (m) 0.30 Pie del muro

Pa (KN/m) 3.0 Empuje activo Pav(KN/m) 0.8 Componete Vertical del empuje activo 2.0Pah (KN/m) 2.9 Componente horizontal del empuje



W1 0.75 0.25 0.19 24.00 4.50 0.43 1.9

W2 0.25 0.85 0.21 24.00 5.10 0.43 2.2

W3 0.75 0.30 0.23 18.00 4.05 0.70 2.8

W4 0.00 0.30 0.00 18.00 0.00 0.75 0.0

W5Pav 0.78 0.85 0.7

Σ 7.6Pah 2.90 0.52 1.50

Σ 1.50


DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3) PESO (KN/m) Brazo (m)



Σ=Momento Estabilizante 7.6

Σ=Momento Inestabilizante 1.5


SEGMENTO 4001776 Página 1 de 14



Σ=MNeto(KN-m) 6.07

Ƙ 1= 0.67 14.43 40.00 Σ=Fverticales 14.43 Max (talón) Min (pié)

Ƙ 2= 0.67 2.90 22.00 Xa (m) 0.42 17.46 16.482.63 5.14 B/2 (m) 0.425

1.00 Excentricidad (m) 0.00

0.7 B/6 (m) 0.14

72.03

σ a-b (KN/m2) 17.12

R1 7.78

φ' α β δ' R2 9.24

30 90 0 15.00 Hllave +zarpa 0.31

Et 4.19

0.333 H llave 0.06

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 3.82

Δpae 0.82 FSh prom 0.390 H-llave





Capacidad Portante

No requiere llave NqFS 4.13

Df (m)

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

σ ult (KN/m2)



Mononobe - Okabe: Da =Mononobe - Okabe: Ka =


1.94

0.12







Ka1 = 0.33 Ka2 = 0.45









W1 0.85 0.25 0.21 24.00 5.10 0.43 2.2

W2 0.25 0.85 0.21 24.00 5.10 0.43 2.2

W3 0.85 0.30 0.26 18.00 4.59 0.70 3.2

W4 0.00 0.30 0.00 18.00 0.00 0.75 0.0

W5Pav 0.94 0.85 0.8

Σ 8.3Pah 3.51 0.55 1.93

Σ 1.93


DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3) PESO (KN/m) Brazo (m)ANÁLISIS DE ESTABILIDAD (Volcamiento)








Σ=MNeto(KN-m) 6.41


Ƙ 2= 0.67 3.51 22.00 Xa (m) 0.41 20.78 16.232.45 5.14 B/2 (m) 0.425


0.7 B/6 (m) 0.14

72.03

σ a-b (KN/m2) 19.17

R1 8.99

φ' α β δ' R2 9.74

30 90 0 15.00 Hllave +zarpa 0.49

Et 5.00

0.333 H llave 0.24

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 4.62







Df (m)

σ ult (KN/m2)


Cheque al deslizamiento - situación Seudo dinámica Condición Estática Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka = Mononobe - Okabe: Da =Mononobe - Okabe: Ka =


1.75

0.23







Ka1 = 0.33 Ka2 = 0.45









W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

W2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

W3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

W4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

W5Pav 1.31 1.00 1.3

Σ 13.4Pah 4.90 0.62 3.03

Σ 3.03


DATOS GENERALES

PREDIMENSIONAMIENTO










Σ=MNeto(KN-m) 10.32


Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.49 22.75 19.602.19 5.14 B/2 (m) 0.5


0.7 B/6 (m) 0.17

72.03

σ a-b (KN/m2) 21.64

R1 9.99

φ' α β δ' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.62

Et 6.81

0.333 H llave 0.37

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 6.45







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.69

0.29







Ka1 = 0.33 Ka2 = 0.45









W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

W2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

W3 1.15 0.55 0.63 18.00 11.39 0.93 10.5

W4 0.00 0.55 0.00 18.00 0.00 1.02 0.0

W5Pav 1.52 1.20 1.8

Σ 20.3Pah 5.68 0.65 3.70

Σ 3.70


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 5.68 22.00 Xa (m) 0.61 20.87 24.152.19 5.14 B/2 (m) 0.6


0.7 B/6 (m) 0.20

72.03

σ a-b (KN/m2) 21.96

R1 9.64

φ' α β δ' R2 18.44

30 90 0 15.00 Hllave +zarpa 0.53

Et 7.80

0.333 H llave 0.28

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 7.48







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.86

0.23







Ka1 = 0.33 Ka2 = 0.45









W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

W2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

W3 1.35 0.55 0.74 18.00 13.37 1.03 13.7

W4 0.00 0.55 0.00 18.00 0.00 1.12 0.0

W5Pav 1.99 1.30 2.6

Σ 26.4Pah 7.42 0.72 5.33

Σ 5.33


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.67 21.30 26.781.83 5.14 B/2 (m) 0.65


0.7 B/6 (m) 0.22

72.03

σ a-b (KN/m2) 23.41

R1 10.06

φ' α β δ' R2 20.07

30 90 0 15.00 Hllave +zarpa 0.77

Et 9.97

0.333 H llave 0.52

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 9.77







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.64

0.38







Ka1 = 0.33 Ka2 = 0.45









W1 1.65 0.25 0.41 24.00 9.90 0.73 7.2

W2 0.25 1.65 0.41 24.00 9.90 0.83 8.2

W3 1.65 0.80 1.32 18.00 23.76 1.25 29.7

W4 0.00 0.80 0.00 18.00 0.00 1.38 0.0

W5Pav 2.80 1.65 4.6

Σ 49.7Pah 10.46 0.82 8.56

Σ 8.56


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 10.46 22.00 Xa (m) 0.89 21.80 34.401.82 5.14 B/2 (m) 0.825


0.7 B/6 (m) 0.28

72.03

σ a-b (KN/m2) 26.38

R1 10.84

φ' α β δ' R2 31.91

30 90 0 15.00 Hllave +zarpa 0.75

Et 13.67

0.333 H llave 0.50

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 13.78







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.73

0.40







Ka1 = 0.33 Ka2 = 0.45









W1 1.85 0.25 0.46 24.00 11.10 0.83 9.2

W2 0.25 1.75 0.44 24.00 10.50 0.88 9.2

W3 1.85 0.80 1.48 18.00 26.64 1.35 36.0

W4 0.00 0.80 0.00 18.00 0.00 1.48 0.0

W5Pav 3.42 1.75 6.0

Σ 60.3Pah 12.78 0.89 11.31

Σ 11.31


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 12.78 22.00 Xa (m) 0.95 22.11 36.931.60 5.14 B/2 (m) 0.875


0.7 B/6 (m) 0.29

72.03

σ a-b (KN/m2) 28.04

R1 11.28

φ' α β δ' R2 34.11

30 90 0 15.00 Hllave +zarpa 0.93

Et 16.43

0.333 H llave 0.68

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 16.83







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.58

0.54



0 Sondeo (s) S12-S13Q (kN/m2) 10 Sobrecarga

1.8 γ1 (kN/m3) 18 Densidad del suelo de relleno φ1 30 Angulo de fricción interna del material a contener

2.18 γ2 (kN/m3) 18 Densidad del estrato de fundaciónφ2 30 Angulo de fricción interna del estrato de fundación


α 0 Angulo sobrecarga con la Horizontal

Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00σ (KN/m2) 71.53 Esfuerzo capacidad portante

μ 0.5 Coeficiente de fricciòn con el concreto



A 0.2 Aceleración pico efectivaδ(º) 15 Ángulo interacción suelo - muro









Pav(KN/m) 0.9 Componete Vertical del empuje activo 2.0Pah (KN/m) 3.5 Componente horizontal del empuje



W1 0.85 0.25 0.21 24.00 5.10 0.43 2.2

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.85 0.35 0.30 18.00 5.36 0.73 3.9

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5Pav 0.94 0.90 0.8

Σ 9.3

Pah 3.51 0.55 1.93

Σ 1.93



PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD (Volcamiento)

Σ Momento Estabilizante 9.3

Σ Momento Inestabilizante 1.9


DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3)

SEGMENTO 4001863(D I) 1 de 16



Σ=MNeto(KN-m) 7.39


Ƙ 2= 0.67 3.51 30.00 Xa (m) 0.44 19.90 17.42

2.53 5.14 B/2 (m) 0.45


0.5 B/6 (m) 0.15

71.53

σ a-b (KN/m2) 19.07

R1 8.77

φ' α β δ' R2 10.95

30 90 0 15.00 Hllave +zarpa #¡NUM!

Et 5.00

0.333 H llave #¡NUM!2.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 4.62


1.87

0.18



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5Pav 1.12 0.90 1.0

Σ 10.2

Pah 4.17 0.59 2.44

Σ 2.44


DATOS GENERALES

PREDIMENSIONAMIENTO

Brazo (m)


No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3) PESO (KN/m)









Σ=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 30.00 Xa (m) 0.43 23.45 17.00

2.38 5.14 B/2 (m) 0.45


0.5 B/6 (m) 0.15

71.53

σ a-b (KN/m2) 21.30

R1 10.07

φ' α β δ' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.15

Et 5.87

0.333 H llave -0.102.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 5.50






Capacidad Portante


Df (m)

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

σ ult (KN/m2)



Mononobe - Okabe: Da =Mononobe - Okabe: Ka =


1.70

0.26








Ka1 0.33 Ka2 0.33

















W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

w4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

w5Pav 1.31 1.00 1.3

Σ 13.4

Pah 4.90 0.62 3.03

Σ 3.03







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 4.90 30.00 Xa (m) 0.49 22.75 19.60

2.19 5.14 B/2 (m) 0.5


0.5 B/6 (m) 0.17

71.53

σ a-b (KN/m2) 21.64

R1 9.99

φ' α β δ' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.36

Et 6.81

0.333 H llave 0.112.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 6.45


1.69

0.29



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

w3 1.15 0.45 0.52 18.00 9.32 0.88 8.2

w4 0.00 0.45 0.00 18.00 0.00 0.95 0.0

w5Pav 1.52 1.10 1.7

Σ 17.1

Pah 5.68 0.65 3.70

Σ 3.70







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 5.68 30.00 Xa (m) 0.55 22.18 22.07

2.04 5.14 B/2 (m) 0.55


0.5 B/6 (m) 0.18

71.53

σ a-b (KN/m2) 22.14

R1 9.97

φ' α β δ' R2 15.47

30 90 0 15.00 Hllave +zarpa 0.46

Et 7.80

0.333 H llave 0.212.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 7.48


1.67

0.32



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

w3 1.25 0.50 0.63 18.00 11.25 0.95 10.7

w4 0.00 0.50 0.00 18.00 0.00 1.03 0.0

w5Pav 1.75 1.20 2.1

Σ 21.4

Pah 6.52 0.69 4.47

Σ 4.47







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 6.52 30.00 Xa (m) 0.61 21.70 24.46

1.93 5.14 B/2 (m) 0.6


0.5 B/6 (m) 0.20

71.53

σ a-b (KN/m2) 22.74

R1 10.00

φ' α β δ' R2 17.70

30 90 0 15.00 Hllave +zarpa 0.53

Et 8.85

0.333 H llave 0.282.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59


1.66

0.35



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

w2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

w3 1.35 0.55 0.74 18.00 13.37 1.03 13.7

w4 0.00 0.55 0.00 18.00 0.00 1.12 0.0

w5Pav 1.99 1.30 2.6

Σ 26.4

Pah 7.42 0.72 5.33

Σ 5.33







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 7.42 30.00 Xa (m) 0.67 21.30 26.78

1.83 5.14 B/2 (m) 0.65


0.5 B/6 (m) 0.22

71.53

σ a-b (KN/m2) 23.41

R1 10.06

φ' α β δ' R2 20.07

30 90 0 15.00 Hllave +zarpa 0.59

Et 9.97

0.333 H llave 0.342.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77


1.64

0.38



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.35 0.34 24.00 8.10 0.68 5.5

w3 1.45 0.60 0.87 18.00 15.66 1.05 16.4

w4 0.00 0.60 0.00 18.00 0.00 1.15 0.0

w5Pav 2.24 1.35 3.0

Σ 30.4

Pah 8.37 0.75 6.30

Σ 6.30







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 8.37 30.00 Xa (m) 0.69 23.55 27.87

1.82 5.14 B/2 (m) 0.675


0.5 B/6 (m) 0.23

71.53

σ a-b (KN/m2) 25.15

R1 10.96

φ' α β δ' R2 22.53

30 90 0 15.00 Hllave +zarpa 0.62

Et 11.14

0.333 H llave 0.372.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 11.03


1.62

0.42



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)











Ka1 0.33 Ka2 0.33

















W1 1.75 0.25 0.44 24.00 10.50 0.78 8.1

w2 0.25 1.60 0.40 24.00 9.60 0.80 7.7

w3 1.75 0.70 1.23 18.00 22.05 1.25 27.6

w4 0.00 0.70 0.00 18.00 0.00 1.37 0.0

w5Pav 3.11 1.60 5.0

Σ 48.3

Pah 11.59 0.85 9.87

Σ 9.87







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 11.59 30.00 Xa (m) 0.85 22.96 33.61

1.58 5.14 B/2 (m) 0.8


0.5 B/6 (m) 0.27

71.53

σ a-b (KN/m2) 27.29

R1 11.31

φ' α β δ' R2 28.92

30 90 0 15.00 Hllave +zarpa 0.79

Et 15.02

0.333 H llave 0.542.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 15.26


1.52

0.54



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)





0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 3.55 0.25 0.89 24.00 21.30 1.53 32.5

w2 0.25 3.65 0.91 24.00 21.90 1.83 40.0

w3 3.55 2.00 7.10 18.00 127.80 2.65 338.7

w4 0.00 2.00 0.00 18.00 0.00 2.98 0.0

w5

Pav 11.21 3.65 40.9

S 452.0

Pah 41.84 1.45 60.75

S 60.75

S=MNeto(KN-m) 391.29


Ƙ 2= 0.67 41.84 30.00 Xa (m) 2.15 23.46 76.38

1.61 5.14 B/2 (m) 1.825


0.5 B/6 (m) 0.61

71.53

s a-b (KN/m2) 43.76

R1 15.12

f' a b d' R2 135.16

30 90 0 15.00 Hllave +zarpa 0.84

Et 49.64

0.333 H llave 0.59

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 55.10

Dpae 11.78 FS


1.70

0.84

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)




PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD

(Volcamiento)

S Momento

Estabilizante 452.0

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) g (kN/m3)

0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.75 0.25 0.44 24.00 10.50 0.78 8.1

w2 0.25 1.65 0.41 24.00 9.90 0.83 8.2

w3 1.75 0.75 1.31 18.00 23.63 1.28 30.1

w4 0.00 0.75 0.00 18.00 0.00 1.40 0.0

w5

Pav 3.11 1.65 5.1

S 51.6

Pah 11.59 0.85 9.87

S 9.87

S=MNeto(KN-m) 41.68


Ƙ 2= 0.67 11.59 30.00 Xa (m) 0.88 22.41 34.72

1.64 5.14 B/2 (m) 0.825


0.5 B/6 (m) 0.28

71.53

s a-b (KN/m2) 27.26

R1 11.17

f' a b d' R2 30.99

30 90 0 15.00 Hllave +zarpa 0.74

Et 15.02

0.333 H llave 0.49

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 15.26

Dpae 3.26 FS


1.59

0.51

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 51.6

S Momento

Inestabilizante 9.9


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.95 0.25 0.49 24.00 11.70 0.83 9.7

w2 0.25 1.85 0.46 24.00 11.10 0.93 10.3

w3 1.95 0.90 1.76 18.00 31.59 1.40 44.2

w4 0.00 0.90 0.00 18.00 0.00 1.55 0.0

w5

Pav 3.76 1.85 7.0

S 71.1

Pah 14.03 0.92 12.88

S 12.88

S=MNeto(KN-m) 58.22


Ƙ 2= 0.67 14.03 30.00 Xa (m) 1.00 23.67 39.20

1.65 5.14 B/2 (m) 0.925


0.5 B/6 (m) 0.31

71.53

s a-b (KN/m2) 29.54

R1 11.97

f' a b d' R2 39.52

30 90 0 15.00 Hllave +zarpa 0.74

Et 17.91

0.333 H llave 0.49

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 18.47

Dpae 3.95 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 71.1

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.62

0.54

0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.85 0.25 0.71 24.00 17.10 1.23 20.9

w2 0.25 2.75 0.69 24.00 16.50 1.38 22.7

w3 2.85 1.40 3.99 18.00 71.82 2.05 147.2

w4 0.00 1.40 0.00 18.00 0.00 2.28 0.0

w5

Pav 7.46 2.75 20.5

S 211.4

Pah 27.85 1.22 33.93

S 33.93



Ƙ 2= 0.67 27.85 30.00 Xa (m) 1.57 23.40 58.69

1.50 5.14 B/2 (m) 1.375


0.5 B/6 (m) 0.46

71.53

s a-b (KN/m2) 37.52

R1 13.71

f' a b d' R2 79.38

30 90 0 15.00 Hllave +zarpa 0.90

Et 33.87

0.333 H llave 0.65

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 36.67

Dpae 7.84 FS


1.58

0.79

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 211.4

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.55 0.25 0.64 24.00 15.30 1.08 16.4

w2 0.25 2.60 0.65 24.00 15.60 1.30 20.3

w3 2.55 1.40 3.57 18.00 64.26 1.90 122.1

w4 0.00 1.40 0.00 18.00 0.00 2.13 0.0

w5

Pav 6.09 2.60 15.8

S 174.6

Pah 22.72 1.12 25.41

S 25.41



Ƙ 2= 0.67 22.72 30.00 Xa (m) 1.47 23.31 54.58

1.70 5.14 B/2 (m) 1.3


0.5 B/6 (m) 0.43

71.53

s a-b (KN/m2) 34.73

R1 13.06

f' a b d' R2 73.68

30 90 0 15.00 Hllave +zarpa 0.71

Et 28.01

0.333 H llave 0.46

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 29.92

Dpae 6.40 FS


1.74

0.58

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 174.6

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.25 0.25 0.56 24.00 13.50 0.98 13.2

w2 0.25 2.30 0.58 24.00 13.80 1.15 15.9

w3 2.25 1.20 2.70 18.00 48.60 1.70 82.6

w4 0.00 1.20 0.00 18.00 0.00 1.90 0.0

w5

Pav 4.85 2.30 11.2

S 122.8

Pah 18.11 1.02 18.45

S 18.45



Ƙ 2= 0.67 18.11 30.00 Xa (m) 1.29 22.06 48.16

1.71 5.14 B/2 (m) 1.15


0.5 B/6 (m) 0.38

71.53

s a-b (KN/m2) 31.71

R1 12.10

f' a b d' R2 57.90

30 90 0 15.00 Hllave +zarpa 0.68

Et 22.69

0.333 H llave 0.43

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 23.85

Dpae 5.10 FS


1.74

0.52

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 122.8

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.05 0.25 0.51 24.00 12.30 0.88 10.8

w2 0.25 1.90 0.48 24.00 11.40 0.95 10.8

w3 2.05 0.90 1.85 18.00 33.21 1.45 48.2

w4 0.00 0.90 0.00 18.00 0.00 1.60 0.0

w5

Pav 4.11 1.90 7.8

S 77.6

Pah 15.33 0.95 14.59

S 14.59

S=MNeto(KN-m) 62.96


Ƙ 2= 0.67 15.33 30.00 Xa (m) 1.03 23.82 40.41

1.56 5.14 B/2 (m) 0.95


0.5 B/6 (m) 0.32

71.53

s a-b (KN/m2) 30.37

R1 12.19

f' a b d' R2 40.70

30 90 0 15.00 Hllave +zarpa 0.82

Et 19.44

0.333 H llave 0.57

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 20.19

Dpae 4.32 FS


1.55

0.60

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 77.6

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.85 0.25 0.46 24.00 11.10 0.78 8.6

w2 0.25 1.80 0.45 24.00 10.80 0.90 9.7

w3 1.85 0.90 1.67 18.00 29.97 1.35 40.5

w4 0.00 0.90 0.00 18.00 0.00 1.50 0.0

w5

Pav 3.42 1.80 6.2

S 64.9

Pah 12.78 0.89 11.31

S 11.31

S=MNeto(KN-m) 53.63


Ƙ 2= 0.67 12.78 30.00 Xa (m) 0.97 23.55 37.88

1.75 5.14 B/2 (m) 0.9


0.5 B/6 (m) 0.30

71.53

s a-b (KN/m2) 28.73

R1 11.76

f' a b d' R2 38.30

30 90 0 15.00 Hllave +zarpa 0.65

Et 16.43

0.333 H llave 0.40

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 16.83

Dpae 3.60 FS


1.69

0.47

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 64.9

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.15 0.25 0.54 24.00 12.90 0.93 11.9

w2 0.25 2.05 0.51 24.00 12.30 1.03 12.6

w3 2.15 1.00 2.15 18.00 38.70 1.55 60.0

w4 0.00 1.00 0.00 18.00 0.00 1.72 0.0

w5

Pav 4.47 2.05 9.2

S 93.7

Pah 16.69 0.99 16.44

S 16.44

S=MNeto(KN-m) 77.25


Ƙ 2= 0.67 16.69 30.00 Xa (m) 1.13 23.12 43.59

1.59 5.14 B/2 (m) 1.025


0.5 B/6 (m) 0.34

71.53

s a-b (KN/m2) 31.11

R1 12.20

f' a b d' R2 46.68

30 90 0 15.00 Hllave +zarpa 0.80

Et 21.03

0.333 H llave 0.55

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 21.98

Dpae 4.70 FS


1.60

0.60

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 93.7

S Momento



DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.65 0.25 0.41 24.00 9.90 0.73 7.2

w2 0.25 1.55 0.39 24.00 9.30 0.78 7.2

w3 1.65 0.70 1.16 18.00 20.79 1.20 24.9

w4 0.00 0.70 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.80 1.55 4.3

S 43.7

Pah 10.46 0.82 8.56

S 8.56

S=MNeto(KN-m) 35.12


Ƙ 2= 0.67 10.46 30.00 Xa (m) 0.82 22.74 32.48

1.69 5.14 B/2 (m) 0.775


0.5 B/6 (m) 0.26

71.53

s a-b (KN/m2) 26.51

R1 11.08

f' a b d' R2 28.02

30 90 0 15.00 Hllave +zarpa 0.70

Et 13.67

0.333 H llave 0.45

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 13.78

Dpae 2.95 FS


1.60

0.48

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 43.7

S Momento

Inestabilizante 8.6


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.35 0.25 0.34 24.00 8.10 0.58 4.7

w2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

w3 1.35 0.60 0.81 18.00 14.58 1.00 14.6

w4 0.00 0.60 0.00 18.00 0.00 1.10 0.0

w5

Pav 1.99 1.30 2.6

S 26.9

Pah 7.42 0.72 5.33

S 5.33

S=MNeto(KN-m) 21.56


Ƙ 2= 0.67 7.42 30.00 Xa (m) 0.66 23.35 26.60

1.97 5.14 B/2 (m) 0.65


0.5 B/6 (m) 0.22

71.53

s a-b (KN/m2) 24.48

R1 10.76

f' a b d' R2 21.71

30 90 0 15.00 Hllave +zarpa 0.50

Et 9.97

0.333 H llave 0.25

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 9.77

Dpae 2.09 FS


1.71

0.35

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 26.9

S Momento

Inestabilizante 5.3


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.45 0.36 24.00 8.70 0.73 6.3

w3 1.45 0.70 1.02 18.00 18.27 1.10 20.1

w4 0.00 0.70 0.00 18.00 0.00 1.22 0.0

w5

Pav 2.24 1.45 3.3

S 35.1

Pah 8.37 0.75 6.30

S 6.30

S=MNeto(KN-m) 28.80


Ƙ 2= 0.67 8.37 30.00 Xa (m) 0.76 22.40 29.89

1.95 5.14 B/2 (m) 0.725


0.5 B/6 (m) 0.24

71.53

s a-b (KN/m2) 24.99

R1 10.66

f' a b d' R2 26.07

30 90 0 15.00 Hllave +zarpa 0.49

Et 11.14

0.333 H llave 0.24

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 11.03

Dpae 2.36 FS


1.77

0.34

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 35.1

S Momento

Inestabilizante 6.3


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.55 0.25 0.39 24.00 9.30 0.63 5.8

w2 0.25 1.60 0.40 24.00 9.60 0.80 7.7

w3 1.55 0.85 1.32 18.00 23.72 1.18 27.9

w4 0.00 0.85 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.52 1.60 4.0

S 45.4

Pah 9.39 0.79 7.37

S 7.37

S=MNeto(KN-m) 38.01


Ƙ 2= 0.67 9.39 30.00 Xa (m) 0.84 23.74 32.67

2.07 5.14 B/2 (m) 0.8


0.5 B/6 (m) 0.27

71.53

s a-b (KN/m2) 26.53

R1 11.31

f' a b d' R2 32.56

30 90 0 15.00 Hllave +zarpa 0.37

Et 12.37

0.333 H llave 0.12

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 12.36

Dpae 2.64 FS


1.88

0.28

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 45.4

S Momento

Inestabilizante 7.4


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.75 0.25 0.19 24.00 4.50 0.43 1.9

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 0.75 0.40 0.30 18.00 5.40 0.75 4.1

w4 0.00 0.40 0.00 18.00 0.00 0.82 0.0

w5

Pav 0.78 0.95 0.7

S 9.4

Pah 2.90 0.52 1.50

S 1.50

S=MNeto(KN-m) 7.91


Ƙ 2= 0.67 2.90 30.00 Xa (m) 0.48 16.40 18.08

2.83 5.14 B/2 (m) 0.475


0.5 B/6 (m) 0.16

71.53

s a-b (KN/m2) 16.93

R1 7.50

f' a b d' R2 11.38


Et 4.19

0.333 H llave #¡NUM!

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 3.82

Dpae 0.82 FS


2.20

#¡NUM!

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 9.4

S Momento

Inestabilizante 1.5


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.15 0.29 24.00 6.90 0.58 4.0

w3 1.15 0.50 0.58 18.00 10.35 0.90 9.3

w4 0.00 0.50 0.00 18.00 0.00 0.98 0.0

w5

Pav 1.52 1.15 1.8

S 18.7

Pah 5.68 0.65 3.70

S 3.70

S=MNeto(KN-m) 14.95


Ƙ 2= 0.67 5.68 30.00 Xa (m) 0.58 21.45 23.19

2.12 5.14 B/2 (m) 0.575


0.5 B/6 (m) 0.19

71.53

s a-b (KN/m2) 22.06

R1 9.79

f' a b d' R2 16.97

30 90 0 15.00 Hllave +zarpa 0.38

Et 7.80

0.333 H llave 0.13

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 7.48

Dpae 1.60 FS


1.76

0.28

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 18.7

S Momento

Inestabilizante 3.7


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.25 0.55 0.69 18.00 12.38 0.98 12.1

w4 0.00 0.55 0.00 18.00 0.00 1.07 0.0

w5

Pav 1.75 1.25 2.2

S 23.2

Pah 6.52 0.69 4.47

S 4.47

S=MNeto(KN-m) 18.78


Ƙ 2= 0.67 6.52 30.00 Xa (m) 0.64 21.07 25.53

2.00 5.14 B/2 (m) 0.625


0.5 B/6 (m) 0.21

71.53

s a-b (KN/m2) 22.67

R1 9.84

f' a b d' R2 19.28

30 90 0 15.00 Hllave +zarpa 0.46

Et 8.85

0.333 H llave 0.21

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 8.59

Dpae 1.84 FS


1.74

0.31

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 23.2

S Momento

Inestabilizante 4.5


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5

Pav 1.12 0.90 1.0

S 10.2

Pah 4.17 0.59 2.44

S 2.44

S=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 30.00 Xa (m) 0.43 23.45 17.00

2.38 5.14 B/2 (m) 0.45


0.5 B/6 (m) 0.15

71.53

s a-b (KN/m2) 21.30

R1 10.07

f' a b d' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.15

Et 5.87

0.333 H llave -0.10

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 5.50

Dpae 1.18 FS


1.70

0.26

Coulomb: Ka =




s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)



C2 (KN/m2)





(Volcamiento)

S Momento

Estabilizante 10.2

S Momento

Inestabilizante 2.4


DATOS GENERALES

PREDIMENSIONAMIENTO



0 Sondeo (s)








Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

w4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

w5

Pav 1.31 1.00 1.3

S 13.4

Pah 4.90 0.62 3.03

S 3.03

S=MNeto(KN-m) 10.32


Ƙ 2= 0.67 4.90 30.00 Xa (m) 0.49 22.75 19.60

2.19 5.14 B/2 (m) 0.5


0.5 B/6 (m) 0.17

71.53

s a-b (KN/m2) 21.64

R1 9.99

f' a b d' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.36

Et 6.81

0.333 H llave 0.11

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 6.45

Dpae 1.38 FS


1.69

0.29




Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

s ult (KN/m2)



Capacidad Portante


Df (m)

C2 (KN/m2)








(Volcamiento)

S Momento

Estabilizante 13.4

S Momento

Inestabilizante 3.0




DATOS GENERALES

PREDIMENSIONAMIENTO

Brazo (m)






Ka1 = 0.33 Ka2 = 0.45




H (m) 1.20 Altura Total del Muro h1 (m) 0.25 Espesor de zarpa 0.25





W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

W2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

W3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

W4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

W5Pav 1.12 0.90 1.0

Σ 10.2Pah 4.17 0.59 2.44

Σ 2.44



PESO (KN/m) Brazo (m)ANÁLISIS DE ESTABILIDAD (Volcamiento)




DATOS GENERALES

PREDIMENSIONAMIENTO



SEGMENTO 4001930 1 de 22



Σ=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 22.00 Xa (m) 0.43 23.45 17.002.38 5.14 B/2 (m) 0.45


0.75 B/6 (m) 0.15

73.03

σ a-b (KN/m2) 21.30

R1 10.07

φ' α β δ' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.49

Et 5.87

0.333 H llave 0.24

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 5.50


1.70

0.26



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

W2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

W3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

W4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

W5Pav 1.31 1.00 1.3

Σ 13.4Pah 4.90 0.62 3.03

Σ 3.03


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.49 22.75 19.602.19 5.14 B/2 (m) 0.5


0.75 B/6 (m) 0.17

73.03

σ a-b (KN/m2) 21.64

R1 9.99

φ' α β δ' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.57

Et 6.81

0.333 H llave 0.32

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 6.45







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.69

0.29







Ka1 = 0.33 Ka2 = 0.45









W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

W2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

W3 1.15 0.45 0.52 18.00 9.32 0.88 8.2

W4 0.00 0.45 0.00 18.00 0.00 0.95 0.0

W5Pav 1.52 1.10 1.7

Σ 17.1Pah 5.68 0.65 3.70

Σ 3.70







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 5.68 22.00 Xa (m) 0.55 22.18 22.072.04 5.14 B/2 (m) 0.55


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 22.14

R1 9.97

φ' α β δ' R2 15.47

30 90 0 15.00 Hllave +zarpa 0.62

Et 7.80

0.333 H llave 0.37

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 7.48


1.67

0.32



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.25 0.25 0.31 24.00 7.50 0.53 3.9

W2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

W3 1.25 0.55 0.69 18.00 12.38 0.93 11.4

W4 0.00 0.55 0.00 18.00 0.00 1.02 0.0

W5Pav 1.75 1.20 2.1

Σ 21.8Pah 6.52 0.69 4.47

Σ 4.47


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.60 23.85 24.192.08 5.14 B/2 (m) 0.6


0.7 B/6 (m) 0.20

72.73

σ a-b (KN/m2) 23.96

R1 10.76

φ' α β δ' R2 19.26

30 90 0 15.00 Hllave +zarpa 0.59

Et 8.85

0.333 H llave 0.34

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 8.59







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.72

0.32







Ka1 = 0.33 Ka2 = 0.45









W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

W2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

W3 1.35 0.55 0.74 18.00 13.37 1.03 13.7

W4 0.00 0.55 0.00 18.00 0.00 1.12 0.0

W5Pav 1.99 1.30 2.6

Σ 26.4Pah 7.42 0.72 5.33

Σ 5.33







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.67 21.30 26.781.83 5.14 B/2 (m) 0.65


0.7 B/6 (m) 0.22

72.73

σ a-b (KN/m2) 23.41

R1 10.06

φ' α β δ' R2 20.07

30 90 0 15.00 Hllave +zarpa 0.71

Et 9.97

0.333 H llave 0.46

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 9.77


1.64

0.38



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.45 0.25 0.36 24.00 8.70 0.68 5.9

W2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

W3 1.45 0.45 0.65 18.00 11.75 1.03 12.0

W4 0.00 0.45 0.00 18.00 0.00 1.10 0.0

W5Pav 2.24 1.25 2.8

Σ 25.4Pah 8.37 0.75 6.30

Σ 6.30







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 8.37 22.00 Xa (m) 0.63 23.23 25.071.55 5.14 B/2 (m) 0.625


0.7 B/6 (m) 0.21

72.73

σ a-b (KN/m2) 24.04

R1 10.64

φ' α β δ' R2 17.19

30 90 0 15.00 Hllave +zarpa 0.91

Et 11.14

0.333 H llave 0.66

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 11.03


1.41

0.51



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.55 0.25 0.39 24.00 9.30 0.78 7.2

W2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

W3 1.55 0.35 0.54 18.00 9.77 1.08 10.5

W4 0.00 0.35 0.00 18.00 0.00 1.13 0.0

W5Pav 2.52 1.25 3.1

Σ 25.5Pah 9.39 0.79 7.37

Σ 7.37







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 9.39 22.00 Xa (m) 0.62 23.30 23.221.26 5.14 B/2 (m) 0.625


0.7 B/6 (m) 0.21

72.73

σ a-b (KN/m2) 23.26

R1 10.48

φ' α β δ' R2 13.95

30 90 0 15.00 Hllave +zarpa 1.10

Et 12.37

0.333 H llave 0.85

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 12.36


1.21

0.61



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.65 0.25 0.41 24.00 9.90 0.88 8.7

W2 0.25 1.35 0.34 24.00 8.10 0.68 5.5

W3 1.65 0.35 0.58 18.00 10.40 1.18 12.2

W4 0.00 0.35 0.00 18.00 0.00 1.23 0.0

W5Pav 2.80 1.35 3.8

Σ 30.1Pah 10.46 0.82 8.56

Σ 8.56


DATOS GENERALES

PREDIMENSIONAMIENTO












Ƙ 2= 0.67 10.46 22.00 Xa (m) 0.69 21.44 24.781.13 5.14 B/2 (m) 0.675


0.7 B/6 (m) 0.23

72.73

σ a-b (KN/m2) 23.30

R1 10.07

φ' α β δ' R2 14.42

30 90 0 15.00 Hllave +zarpa 1.15

Et 13.67

0.333 H llave 0.90

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 13.78







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.16

0.67







Ka1 = 0.33 Ka2 = 0.45









W1 1.75 0.25 0.44 24.00 10.50 0.83 8.7

W2 0.25 1.45 0.36 24.00 8.70 0.73 6.3

W3 1.75 0.50 0.88 18.00 15.75 1.20 18.9

W4 0.00 0.50 0.00 18.00 0.00 1.28 0.0

W5Pav 3.11 1.45 4.5

Σ 38.4Pah 11.59 0.85 9.87

Σ 9.87







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 11.59 22.00 Xa (m) 0.75 23.65 28.841.30 5.14 B/2 (m) 0.725


0.7 B/6 (m) 0.24

72.73

σ a-b (KN/m2) 26.16

R1 11.21

φ' α β δ' R2 20.62

30 90 0 15.00 Hllave +zarpa 1.08

Et 15.02

0.333 H llave 0.83

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 15.26


1.28

0.65



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.85 0.25 0.46 24.00 11.10 1.03 11.4

W2 0.25 1.45 0.36 24.00 8.70 0.73 6.3

W3 1.85 0.30 0.56 18.00 9.99 1.30 13.0

W4 0.00 0.30 0.00 18.00 0.00 1.35 0.0

W5Pav 3.42 1.45 5.0

Σ 35.6Pah 12.78 0.89 11.31

Σ 11.31







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 12.78 22.00 Xa (m) 0.73 22.21 23.600.90 5.14 B/2 (m) 0.725


0.7 B/6 (m) 0.24

72.73

σ a-b (KN/m2) 23.07

R1 10.19

φ' α β δ' R2 12.84

30 90 0 15.00 Hllave +zarpa 1.31

Et 16.43

0.333 H llave 1.06

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 16.83


1.01

0.79



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 2.05 0.25 0.51 24.00 12.30 1.03 12.6

W2 0.25 1.65 0.41 24.00 9.90 0.83 8.2

W3 2.05 0.50 1.03 18.00 18.45 1.40 25.8

W4 0.00 0.50 0.00 18.00 0.00 1.48 0.0

W5Pav 4.11 1.65 6.8

Σ 53.4Pah 15.33 0.95 14.59

Σ 14.59







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 15.33 22.00 Xa (m) 0.87 23.01 31.241.05 5.14 B/2 (m) 0.825


0.7 B/6 (m) 0.28

72.73

σ a-b (KN/m2) 27.50

R1 11.37

φ' α β δ' R2 22.03

30 90 0 15.00 Hllave +zarpa 1.25

Et 19.44

0.333 H llave 1.00

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 20.19


1.14

0.82



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.05 0.25 0.26 24.00 6.30 0.43 2.7

W2 0.25 0.85 0.21 24.00 5.10 0.43 2.2

W3 1.05 0.30 0.32 18.00 5.67 0.70 4.0

W4 0.00 0.30 0.00 18.00 0.00 0.75 0.0

W5Pav 1.31 0.85 1.1

Σ 9.9Pah 4.90 0.62 3.03

Σ 3.03


DATOS GENERALES

PREDIMENSIONAMIENTO







SEGMENTO 4001968 pagina 1 de 12



Σ=MNeto(KN-m) 6.90


Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.38 29.20 14.052.20 5.14 B/2 (m) 0.425


0.7 B/6 (m) 0.14

140.57

σ a-b (KN/m2) 23.85

R1 11.94

φ' α β δ' R2 10.42

30 90 0 15.00 Hllave +zarpa 0.75

Et 6.81

0.333 H llave 0.50

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 6.45







Df (m)

σ ult (KN/m2)



VALORES DE Ka



1.46

0.37







Ka1 = 0.33 Ka2 = 0.45









W1 1.25 0.25 0.31 24.00 7.50 0.43 3.2

W2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

W3 1.25 0.40 0.50 18.00 9.00 0.75 6.8

W4 0.00 0.40 0.00 18.00 0.00 0.82 0.0

W5Pav 1.75 0.95 1.7

Σ 14.3Pah 6.52 0.69 4.47

Σ 4.47







DATOS GENERALES

PREDIMENSIONAMIENTO






Σ=MNeto(KN-m) 9.84


Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.41 35.43 14.992.15 5.14 B/2 (m) 0.475


0.7 B/6 (m) 0.16

140.57

σ a-b (KN/m2) 28.97

R1 14.49

φ' α β δ' R2 14.29

30 90 0 15.00 Hllave +zarpa 0.81

Et 8.85

0.333 H llave 0.56

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 8.59


1.43

0.44



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.35 0.25 0.34 24.00 8.10 0.48 3.8

W2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

W3 1.35 0.40 0.54 18.00 9.72 0.80 7.8

W4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

W5Pav 1.99 1.00 2.0

Σ 16.6Pah 7.42 0.72 5.33

Σ 5.33







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.44 35.54 16.071.92 5.14 B/2 (m) 0.5


0.7 B/6 (m) 0.17

140.57

σ a-b (KN/m2) 28.73

R1 14.46

φ' α β δ' R2 14.56

30 90 0 15.00 Hllave +zarpa 0.95

Et 9.97

0.333 H llave 0.70

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 9.77


1.36

0.50



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.45 0.25 0.36 24.00 8.70 0.53 4.6

W2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

W3 1.45 0.45 0.65 18.00 11.75 0.88 10.3

W4 0.00 0.45 0.00 18.00 0.00 0.95 0.0

W5Pav 2.24 1.10 2.5

Σ 20.9Pah 8.37 0.75 6.30

Σ 6.30







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 8.37 22.00 Xa (m) 0.50 33.88 19.371.79 5.14 B/2 (m) 0.55


0.7 B/6 (m) 0.18

140.57

σ a-b (KN/m2) 28.60

R1 14.06

φ' α β δ' R2 16.79

30 90 0 15.00 Hllave +zarpa 1.00

Et 11.14

0.333 H llave 0.75

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 11.03


1.36

0.52



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.55 0.25 0.39 24.00 9.30 0.53 4.9

W2 0.25 1.15 0.29 24.00 6.90 0.58 4.0

W3 1.55 0.50 0.78 18.00 13.95 0.90 12.6

W4 0.00 0.50 0.00 18.00 0.00 0.98 0.0

W5Pav 2.52 1.15 2.9

Σ 24.3Pah 9.39 0.79 7.37

Σ 7.37







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 9.39 22.00 Xa (m) 0.52 36.83 19.981.78 5.14 B/2 (m) 0.575


0.7 B/6 (m) 0.19

140.57

σ a-b (KN/m2) 30.97

R1 15.25

φ' α β δ' R2 19.11

30 90 0 15.00 Hllave +zarpa 1.02

Et 12.37

0.333 H llave 0.77

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 12.36


1.36

0.56



σ ult (KN/m2)



VALORES DE Ka



Df (m)










Ka1 = 0.33 Ka2 = 0.45









W1 1.75 0.25 0.44 24.00 10.50 0.63 6.6

W2 0.25 1.35 0.34 24.00 8.10 0.68 5.5

W3 1.75 0.60 1.05 18.00 18.90 1.05 19.8

W4 0.00 0.60 0.00 18.00 0.00 1.15 0.0

W5Pav 3.11 1.35 4.2

Σ 36.1Pah 11.59 0.85 9.87

Σ 9.87







DATOS GENERALES

PREDIMENSIONAMIENTO








Ƙ 2= 0.67 11.59 22.00 Xa (m) 0.65 34.08 26.081.61 5.14 B/2 (m) 0.675


0.7 B/6 (m) 0.23

140.57

σ a-b (KN/m2) 31.12

R1 14.67

φ' α β δ' R2 24.31

30 90 0 15.00 Hllave +zarpa 1.09

Et 15.02

0.333 H llave 0.84

2.2430.442

a h (g)= 0.2 a v (g)= 0.04ψ' = 11.77

Pae 15.26


1.37

0.62



σ ult (KN/m2)



VALORES DE Ka



Df (m)





0 Sondeo (s)Q (kN/m2) 10 Sobrecarga





Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00

σ (KN/m2) 71.53 Esfuerzo capacidad portanteμ 0.5 Coeficiente de fricciòn con el concreto















W1 2.85 0.25 0.71 24.00 17.10 1.23 20.9

w2 0.25 2.75 0.69 24.00 16.50 1.38 22.7

w3 2.85 1.40 3.99 18.00 71.82 2.05 147.2

w4 0.00 1.40 0.00 18.00 0.00 2.28 0.0

w5Pav 7.46 2.75 20.5

Σ 211.4Pah 27.85 1.22 33.93

Σ 33.93


� 1= 0.67 112.88 40.00 Σ=Fverticales 112.88 Max (talón) Min (pié)

� 2= 0.67 27.85 30.00 Xa (m) 1.57 23.40 58.69

1.50 5.14 B/2 (m) 1.375


0.5 B/6 (m) 0.46

71.53

σ a-b (KN/m2) 37.52

R1 13.71

φ' α β δ' R2 79.38

30 90 0 15.00 Hllave +zarpa 0.90

Et 33.87

0.333 H llave 0.652.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ' = 11.77

Pae 36.67


AREA (m2) γ (kN/m3)



DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD (Volcamiento)





FS Volcamiento 6.2



Capacidad Portante Requiere llave Nq

FS 3.06Df (m)

Mononobe - OkabeVALORES DE Ka


σ ult (KN/m2)





1.58

0.79






Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00
















W1 2.05 0.25 0.51 24.00 12.30 0.88 10.8

w2 0.25 1.90 0.48 24.00 11.40 0.95 10.8

w3 2.05 0.90 1.85 18.00 33.21 1.45 48.2

w4 0.00 0.90 0.00 18.00 0.00 1.60 0.0

w5Pav 4.11 1.90 7.8

Σ 77.6Pah 15.33 0.95 14.59

Σ 14.59



� 2= 0.67 15.33 30.00 Xa (m) 1.03 23.82 40.41

1.56 5.14 B/2 (m) 0.95


0.5 B/6 (m) 0.32

71.53

σ a-b (KN/m2) 30.37

R1 12.19

φ' α β δ' R2 40.70

30 90 0 15.00 Hllave +zarpa 0.82

Et 19.44

0.333 H llave 0.572.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ' = 11.77

Pae 20.19





DATOS GENERALES

PREDIMENSIONAMIENTO







FS Volcamiento 5.3




FS 3.00Df (m)



σ ult (KN/m2)





1.55

0.60









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.65 0.25 0.41 24.00 9.90 0.73 7.2

w2 0.25 1.55 0.39 24.00 9.30 0.78 7.2

w3 1.65 0.70 1.16 18.00 20.79 1.20 24.9

w4 0.00 0.70 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.80 1.55 4.3

S 43.7

Pah 10.46 0.82 8.56

S 8.56

S=MNeto(KN-m) 35.12


Ƙ 2= 0.67 10.46 30.00 Xa (m) 0.82 22.74 32.48

1.69 5.14 B/2 (m) 0.775


0.5 B/6 (m) 0.26

71.53

s a-b (KN/m2) 26.51

R1 11.08

f' a b d' R2 28.02

30 90 0 15.00 Hllave +zarpa 0.70

Et 13.67

0.333 H llave 0.45

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 13.78

Dpae 2.95 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 43.7

S Momento

Inestabilizante 8.6





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.60

0.48









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.35 0.25 0.34 24.00 8.10 0.58 4.7

w2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

w3 1.35 0.60 0.81 18.00 14.58 1.00 14.6

w4 0.00 0.60 0.00 18.00 0.00 1.10 0.0

w5

Pav 1.99 1.30 2.6

S 26.9

Pah 7.42 0.72 5.33

S 5.33

S=MNeto(KN-m) 21.56


Ƙ 2= 0.67 7.42 30.00 Xa (m) 0.66 23.35 26.60

1.97 5.14 B/2 (m) 0.65


0.5 B/6 (m) 0.22

71.53

s a-b (KN/m2) 24.48

R1 10.76

f' a b d' R2 21.71

30 90 0 15.00 Hllave +zarpa 0.50

Et 9.97

0.333 H llave 0.25

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 9.77

Dpae 2.09 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 26.9

S Momento

Inestabilizante 5.3





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.71

0.35









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.45 0.36 24.00 8.70 0.73 6.3

w3 1.45 0.70 1.02 18.00 18.27 1.10 20.1

w4 0.00 0.70 0.00 18.00 0.00 1.22 0.0

w5

Pav 2.24 1.45 3.3

S 35.1

Pah 8.37 0.75 6.30

S 6.30

S=MNeto(KN-m) 28.80


Ƙ 2= 0.67 8.37 30.00 Xa (m) 0.76 22.40 29.89

1.95 5.14 B/2 (m) 0.725


0.5 B/6 (m) 0.24

71.53

s a-b (KN/m2) 24.99

R1 10.66

f' a b d' R2 26.07

30 90 0 15.00 Hllave +zarpa 0.49

Et 11.14

0.333 H llave 0.24

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 11.03

Dpae 2.36 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 35.1

S Momento

Inestabilizante 6.3





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.77

0.34









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.55 0.25 0.39 24.00 9.30 0.63 5.8

w2 0.25 1.60 0.40 24.00 9.60 0.80 7.7

w3 1.55 0.85 1.32 18.00 23.72 1.18 27.9

w4 0.00 0.85 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.52 1.60 4.0

S 45.4

Pah 9.39 0.79 7.37

S 7.37

S=MNeto(KN-m) 38.01


Ƙ 2= 0.67 9.39 30.00 Xa (m) 0.84 23.74 32.67

2.07 5.14 B/2 (m) 0.8


0.5 B/6 (m) 0.27

71.53

s a-b (KN/m2) 26.53

R1 11.31

f' a b d' R2 32.56

30 90 0 15.00 Hllave +zarpa 0.37

Et 12.37

0.333 H llave 0.12

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 12.36

Dpae 2.64 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 45.4

S Momento

Inestabilizante 7.4





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.88

0.28









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.75 0.25 0.19 24.00 4.50 0.43 1.9

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 0.75 0.40 0.30 18.00 5.40 0.75 4.1

w4 0.00 0.40 0.00 18.00 0.00 0.82 0.0

w5

Pav 0.78 0.95 0.7

S 9.4

Pah 2.90 0.52 1.50

S 1.50

S=MNeto(KN-m) 7.91


Ƙ 2= 0.67 2.90 30.00 Xa (m) 0.48 16.40 18.08

2.83 5.14 B/2 (m) 0.475


0.5 B/6 (m) 0.16

71.53

s a-b (KN/m2) 16.93

R1 7.50

f' a b d' R2 11.38


Et 4.19


2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 3.82

Dpae 0.82 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 9.4

S Momento

Inestabilizante 1.5





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




2.20

#¡NUM!









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.15 0.29 24.00 6.90 0.58 4.0

w3 1.15 0.50 0.58 18.00 10.35 0.90 9.3

w4 0.00 0.50 0.00 18.00 0.00 0.98 0.0

w5

Pav 1.52 1.15 1.8

S 18.7

Pah 5.68 0.65 3.70

S 3.70

S=MNeto(KN-m) 14.95


Ƙ 2= 0.67 5.68 30.00 Xa (m) 0.58 21.45 23.19

2.12 5.14 B/2 (m) 0.575


0.5 B/6 (m) 0.19

71.53

s a-b (KN/m2) 22.06

R1 9.79

f' a b d' R2 16.97

30 90 0 15.00 Hllave +zarpa 0.38

Et 7.80

0.333 H llave 0.13

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 7.48

Dpae 1.60 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 18.7

S Momento

Inestabilizante 3.7





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.76

0.28









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.25 0.55 0.69 18.00 12.38 0.98 12.1

w4 0.00 0.55 0.00 18.00 0.00 1.07 0.0

w5

Pav 1.75 1.25 2.2

S 23.2

Pah 6.52 0.69 4.47

S 4.47

S=MNeto(KN-m) 18.78


Ƙ 2= 0.67 6.52 30.00 Xa (m) 0.64 21.07 25.53

2.00 5.14 B/2 (m) 0.625


0.5 B/6 (m) 0.21

71.53

s a-b (KN/m2) 22.67

R1 9.84

f' a b d' R2 19.28

30 90 0 15.00 Hllave +zarpa 0.46

Et 8.85

0.333 H llave 0.21

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 8.59

Dpae 1.84 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 23.2

S Momento

Inestabilizante 4.5





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.74

0.31









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5

Pav 1.12 0.90 1.0

S 10.2

Pah 4.17 0.59 2.44

S 2.44

S=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 30.00 Xa (m) 0.43 23.45 17.00

2.38 5.14 B/2 (m) 0.45


0.5 B/6 (m) 0.15

71.53

s a-b (KN/m2) 21.30

R1 10.07

f' a b d' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.15

Et 5.87

0.333 H llave -0.10

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 5.50

Dpae 1.18 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 10.2

S Momento

Inestabilizante 2.4





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.70

0.26









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

w4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

w5

Pav 1.31 1.00 1.3

S 13.4

Pah 4.90 0.62 3.03

S 3.03

S=MNeto(KN-m) 10.32


Ƙ 2= 0.67 4.90 30.00 Xa (m) 0.49 22.75 19.60

2.19 5.14 B/2 (m) 0.5


0.5 B/6 (m) 0.17

71.53

s a-b (KN/m2) 21.64

R1 9.99

f' a b d' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.36

Et 6.81

0.333 H llave 0.11

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 6.45

Dpae 1.38 FS



DATOS GENERALES

PREDIMENSIONAMIENTO

Brazo (m)






(Volcamiento)

S Momento

Estabilizante 13.4

S Momento

Inestabilizante 3.0

C2 (KN/m2)





Capacidad Portante


Df (m)

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

s ult (KN/m2)






1.69

0.29









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.85 0.25 0.71 24.00 17.10 1.23 20.9

w2 0.25 2.75 0.69 24.00 16.50 1.38 22.7

w3 2.85 1.40 3.99 18.00 71.82 2.05 147.2

w4 0.00 1.40 0.00 18.00 0.00 2.28 0.0

w5

Pav 7.46 2.75 20.5

S 211.4

Pah 27.85 1.22 33.93

S 33.93



Ƙ 2= 0.67 27.85 30.00 Xa (m) 1.57 23.40 58.69

1.50 5.14 B/2 (m) 1.375


0.5 B/6 (m) 0.46

71.53

s a-b (KN/m2) 37.52

R1 13.71

f' a b d' R2 79.38

30 90 0 15.00 Hllave +zarpa 0.90

Et 33.87

0.333 H llave 0.65

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 36.67

Dpae 7.84 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 211.4

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.58

0.79









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 3.55 0.25 0.89 24.00 21.30 1.53 32.5

w2 0.25 3.65 0.91 24.00 21.90 1.83 40.0

w3 3.55 2.00 7.10 18.00 127.80 2.65 338.7

w4 0.00 2.00 0.00 18.00 0.00 2.98 0.0

w5

Pav 11.21 3.65 40.9

S 452.0

Pah 41.84 1.45 60.75

S 60.75



Ƙ 2= 0.67 41.84 30.00 Xa (m) 2.15 23.46 76.38

1.61 5.14 B/2 (m) 1.825


0.5 B/6 (m) 0.61

71.53

s a-b (KN/m2) 43.76

R1 15.12

f' a b d' R2 135.16

30 90 0 15.00 Hllave +zarpa 0.84

Et 49.64

0.333 H llave 0.59

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 55.10

Dpae 11.78 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 452.0

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.70

0.84









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.75 0.25 0.44 24.00 10.50 0.78 8.1

w2 0.25 1.65 0.41 24.00 9.90 0.83 8.2

w3 1.75 0.75 1.31 18.00 23.63 1.28 30.1

w4 0.00 0.75 0.00 18.00 0.00 1.40 0.0

w5

Pav 3.11 1.65 5.1

S 51.6

Pah 11.59 0.85 9.87

S 9.87

S=MNeto(KN-m) 41.68


Ƙ 2= 0.67 11.59 30.00 Xa (m) 0.88 22.41 34.72

1.64 5.14 B/2 (m) 0.825


0.5 B/6 (m) 0.28

71.53

s a-b (KN/m2) 27.26

R1 11.17

f' a b d' R2 30.99

30 90 0 15.00 Hllave +zarpa 0.74

Et 15.02

0.333 H llave 0.49

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 15.26

Dpae 3.26 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 51.6

S Momento

Inestabilizante 9.9





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.59

0.51









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.55 0.25 0.64 24.00 15.30 1.08 16.4

w2 0.25 2.60 0.65 24.00 15.60 1.30 20.3

w3 2.55 1.40 3.57 18.00 64.26 1.90 122.1

w4 0.00 1.40 0.00 18.00 0.00 2.13 0.0

w5

Pav 6.09 2.60 15.8

S 174.6

Pah 22.72 1.12 25.41

S 25.41



Ƙ 2= 0.67 22.72 30.00 Xa (m) 1.47 23.31 54.58

1.70 5.14 B/2 (m) 1.3


0.5 B/6 (m) 0.43

71.53

s a-b (KN/m2) 34.73

R1 13.06

f' a b d' R2 73.68

30 90 0 15.00 Hllave +zarpa 0.71

Et 28.01

0.333 H llave 0.46

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 29.92

Dpae 6.40 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 174.6

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.74

0.58









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.25 0.25 0.56 24.00 13.50 0.98 13.2

w2 0.25 2.30 0.58 24.00 13.80 1.15 15.9

w3 2.25 1.20 2.70 18.00 48.60 1.70 82.6

w4 0.00 1.20 0.00 18.00 0.00 1.90 0.0

w5

Pav 4.85 2.30 11.2

S 122.8

Pah 18.11 1.02 18.45

S 18.45



Ƙ 2= 0.67 18.11 30.00 Xa (m) 1.29 22.06 48.16

1.71 5.14 B/2 (m) 1.15


0.5 B/6 (m) 0.38

71.53

s a-b (KN/m2) 31.71

R1 12.10

f' a b d' R2 57.90

30 90 0 15.00 Hllave +zarpa 0.68

Et 22.69

0.333 H llave 0.43

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 23.85

Dpae 5.10 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 122.8

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.74

0.52









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.05 0.25 0.51 24.00 12.30 0.88 10.8

w2 0.25 1.90 0.48 24.00 11.40 0.95 10.8

w3 2.05 0.90 1.85 18.00 33.21 1.45 48.2

w4 0.00 0.90 0.00 18.00 0.00 1.60 0.0

w5

Pav 4.11 1.90 7.8

S 77.6

Pah 15.33 0.95 14.59

S 14.59

S=MNeto(KN-m) 62.96


Ƙ 2= 0.67 15.33 30.00 Xa (m) 1.03 23.82 40.41

1.56 5.14 B/2 (m) 0.95


0.5 B/6 (m) 0.32

71.53

s a-b (KN/m2) 30.37

R1 12.19

f' a b d' R2 40.70

30 90 0 15.00 Hllave +zarpa 0.82

Et 19.44

0.333 H llave 0.57

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 20.19

Dpae 4.32 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 77.6

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.55

0.60









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.85 0.25 0.46 24.00 11.10 0.78 8.6

w2 0.25 1.80 0.45 24.00 10.80 0.90 9.7

w3 1.85 0.90 1.67 18.00 29.97 1.35 40.5

w4 0.00 0.90 0.00 18.00 0.00 1.50 0.0

w5

Pav 3.42 1.80 6.2

S 64.9

Pah 12.78 0.89 11.31

S 11.31

S=MNeto(KN-m) 53.63


Ƙ 2= 0.67 12.78 30.00 Xa (m) 0.97 23.55 37.88

1.75 5.14 B/2 (m) 0.9


0.5 B/6 (m) 0.30

71.53

s a-b (KN/m2) 28.73

R1 11.76

f' a b d' R2 38.30

30 90 0 15.00 Hllave +zarpa 0.65

Et 16.43

0.333 H llave 0.40

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 16.83

Dpae 3.60 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 64.9

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.69

0.47









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 2.15 0.25 0.54 24.00 12.90 0.93 11.9

w2 0.25 2.05 0.51 24.00 12.30 1.03 12.6

w3 2.15 1.00 2.15 18.00 38.70 1.55 60.0

w4 0.00 1.00 0.00 18.00 0.00 1.72 0.0

w5

Pav 4.47 2.05 9.2

S 93.7

Pah 16.69 0.99 16.44

S 16.44

S=MNeto(KN-m) 77.25


Ƙ 2= 0.67 16.69 30.00 Xa (m) 1.13 23.12 43.59

1.59 5.14 B/2 (m) 1.025


0.5 B/6 (m) 0.34

71.53

s a-b (KN/m2) 31.11

R1 12.20

f' a b d' R2 46.68

30 90 0 15.00 Hllave +zarpa 0.80

Et 21.03

0.333 H llave 0.55

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 21.98

Dpae 4.70 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 93.7

S Momento






C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.60

0.60









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.65 0.25 0.41 24.00 9.90 0.73 7.2

w2 0.25 1.55 0.39 24.00 9.30 0.78 7.2

w3 1.65 0.70 1.16 18.00 20.79 1.20 24.9

w4 0.00 0.70 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.80 1.55 4.3

S 43.7

Pah 10.46 0.82 8.56

S 8.56

S=MNeto(KN-m) 35.12


Ƙ 2= 0.67 10.46 30.00 Xa (m) 0.82 22.74 32.48

1.69 5.14 B/2 (m) 0.775


0.5 B/6 (m) 0.26

71.53

s a-b (KN/m2) 26.51

R1 11.08

f' a b d' R2 28.02

30 90 0 15.00 Hllave +zarpa 0.70

Et 13.67

0.333 H llave 0.45

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 13.78

Dpae 2.95 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 43.7

S Momento

Inestabilizante 8.6





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.60

0.48









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.35 0.25 0.34 24.00 8.10 0.58 4.7

w2 0.25 1.30 0.33 24.00 7.80 0.65 5.1

w3 1.35 0.60 0.81 18.00 14.58 1.00 14.6

w4 0.00 0.60 0.00 18.00 0.00 1.10 0.0

w5

Pav 1.99 1.30 2.6

S 26.9

Pah 7.42 0.72 5.33

S 5.33

S=MNeto(KN-m) 21.56


Ƙ 2= 0.67 7.42 30.00 Xa (m) 0.66 23.35 26.60

1.97 5.14 B/2 (m) 0.65


0.5 B/6 (m) 0.22

71.53

s a-b (KN/m2) 24.48

R1 10.76

f' a b d' R2 21.71

30 90 0 15.00 Hllave +zarpa 0.50

Et 9.97

0.333 H llave 0.25

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 9.77

Dpae 2.09 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 26.9

S Momento

Inestabilizante 5.3





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.71

0.35









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.45 0.36 24.00 8.70 0.73 6.3

w3 1.45 0.70 1.02 18.00 18.27 1.10 20.1

w4 0.00 0.70 0.00 18.00 0.00 1.22 0.0

w5

Pav 2.24 1.45 3.3

S 35.1

Pah 8.37 0.75 6.30

S 6.30

S=MNeto(KN-m) 28.80


Ƙ 2= 0.67 8.37 30.00 Xa (m) 0.76 22.40 29.89

1.95 5.14 B/2 (m) 0.725


0.5 B/6 (m) 0.24

71.53

s a-b (KN/m2) 24.99

R1 10.66

f' a b d' R2 26.07

30 90 0 15.00 Hllave +zarpa 0.49

Et 11.14

0.333 H llave 0.24

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 11.03

Dpae 2.36 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 35.1

S Momento

Inestabilizante 6.3





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.77

0.34









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.55 0.25 0.39 24.00 9.30 0.63 5.8

w2 0.25 1.60 0.40 24.00 9.60 0.80 7.7

w3 1.55 0.85 1.32 18.00 23.72 1.18 27.9

w4 0.00 0.85 0.00 18.00 0.00 1.32 0.0

w5

Pav 2.52 1.60 4.0

S 45.4

Pah 9.39 0.79 7.37

S 7.37

S=MNeto(KN-m) 38.01


Ƙ 2= 0.67 9.39 30.00 Xa (m) 0.84 23.74 32.67

2.07 5.14 B/2 (m) 0.8


0.5 B/6 (m) 0.27

71.53

s a-b (KN/m2) 26.53

R1 11.31

f' a b d' R2 32.56

30 90 0 15.00 Hllave +zarpa 0.37

Et 12.37

0.333 H llave 0.12

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 12.36

Dpae 2.64 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 45.4

S Momento

Inestabilizante 7.4





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.88

0.28









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.75 0.25 0.19 24.00 4.50 0.43 1.9

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 0.75 0.40 0.30 18.00 5.40 0.75 4.1

w4 0.00 0.40 0.00 18.00 0.00 0.82 0.0

w5

Pav 0.78 0.95 0.7

S 9.4

Pah 2.90 0.52 1.50

S 1.50

S=MNeto(KN-m) 7.91


Ƙ 2= 0.67 2.90 30.00 Xa (m) 0.48 16.40 18.08

2.83 5.14 B/2 (m) 0.475


0.5 B/6 (m) 0.16

71.53

s a-b (KN/m2) 16.93

R1 7.50

f' a b d' R2 11.38


Et 4.19


2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 3.82

Dpae 0.82 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 9.4

S Momento

Inestabilizante 1.5





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




2.20

#¡NUM!









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.15 0.29 24.00 6.90 0.58 4.0

w3 1.15 0.50 0.58 18.00 10.35 0.90 9.3

w4 0.00 0.50 0.00 18.00 0.00 0.98 0.0

w5

Pav 1.52 1.15 1.8

S 18.7

Pah 5.68 0.65 3.70

S 3.70

S=MNeto(KN-m) 14.95


Ƙ 2= 0.67 5.68 30.00 Xa (m) 0.58 21.45 23.19

2.12 5.14 B/2 (m) 0.575


0.5 B/6 (m) 0.19

71.53

s a-b (KN/m2) 22.06

R1 9.79

f' a b d' R2 16.97

30 90 0 15.00 Hllave +zarpa 0.38

Et 7.80

0.333 H llave 0.13

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 7.48

Dpae 1.60 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 18.7

S Momento

Inestabilizante 3.7





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.76

0.28









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.25 0.55 0.69 18.00 12.38 0.98 12.1

w4 0.00 0.55 0.00 18.00 0.00 1.07 0.0

w5

Pav 1.75 1.25 2.2

S 23.2

Pah 6.52 0.69 4.47

S 4.47

S=MNeto(KN-m) 18.78


Ƙ 2= 0.67 6.52 30.00 Xa (m) 0.64 21.07 25.53

2.00 5.14 B/2 (m) 0.625


0.5 B/6 (m) 0.21

71.53

s a-b (KN/m2) 22.67

R1 9.84

f' a b d' R2 19.28

30 90 0 15.00 Hllave +zarpa 0.46

Et 8.85

0.333 H llave 0.21

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 8.59

Dpae 1.84 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 23.2

S Momento

Inestabilizante 4.5





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.74

0.31









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5

Pav 1.12 0.90 1.0

S 10.2

Pah 4.17 0.59 2.44

S 2.44

S=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 30.00 Xa (m) 0.43 23.45 17.00

2.38 5.14 B/2 (m) 0.45


0.5 B/6 (m) 0.15

71.53

s a-b (KN/m2) 21.30

R1 10.07

f' a b d' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.15

Et 5.87

0.333 H llave -0.10

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 5.50

Dpae 1.18 FS



DATOS GENERALES

PREDIMENSIONAMIENTO



(Volcamiento)

S Momento

Estabilizante 10.2

S Momento

Inestabilizante 2.4





C2 (KN/m2)




Df (m)

s ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =




1.70

0.26









Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00



















KN-m KN-m

W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.05 0.40 0.42 18.00 7.56 0.80 6.0

w4 0.00 0.40 0.00 18.00 0.00 0.87 0.0

w5

Pav 1.31 1.00 1.3

S 13.4

Pah 4.90 0.62 3.03

S 3.03

S=MNeto(KN-m) 10.32


Ƙ 2= 0.67 4.90 30.00 Xa (m) 0.49 22.75 19.60

2.19 5.14 B/2 (m) 0.5


0.5 B/6 (m) 0.17

71.53

s a-b (KN/m2) 21.64

R1 9.99

f' a b d' R2 13.40

30 90 0 15.00 Hllave +zarpa 0.36

Et 6.81

0.333 H llave 0.11

2.243

0.442

a h (g)= 0.2 a v (g)= 0.04

y' = 11.77

Pae 6.45

Dpae 1.38 FS



DATOS GENERALES

PREDIMENSIONAMIENTO

Brazo (m)






(Volcamiento)

S Momento

Estabilizante 13.4

S Momento

Inestabilizante 3.0

C2 (KN/m2)





Capacidad Portante


Df (m)

Mononobe - Okabe

VALORES DE Ka

Coulomb: Ka =

s ult (KN/m2)






1.69

0.29

Muro de Altura 1.10 m Tipo 1 (a)]




1.579 C2 (kN/m2) 40 Cohesión del estrato de fundación


Ka1 0.33 Ka2 0.45

















W1 0.85 0.25 0.21 24.00 5.10 0.43 2.2

w2 0.25 0.85 0.21 24.00 5.10 0.43 2.2

w3 0.85 0.30 0.26 18.00 4.59 0.70 3.2

w4 0.00 0.30 0.00 18.00 0.00 0.75 0.0

w5Pav 0.94 0.85 0.8

Σ 8.3

Pah 3.51 0.55 1.93

Σ 1.93

Σ=MNeto(KN-m) 6.41


Ƙ 2= 0.67 3.51 22.00 Xa (m) 0.41 20.78 16.23

2.45 5.14 B/2 (m) 0.43


0.5 B/6 (m) 0.14

71.53

σ a-b (KN/m2) 19.17

R1 8.99

φ' α β δ' R2 9.74

30 90 0 15.00 Hllave +zarpa 0.44

Et 5.00

0.333 H llave 0.192.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 4.62



DATOS GENERALES

PREDIMENSIONAMIENTO


No. ALTURA (m) BASE (m) AREA (m2) γ (kN/m3) PESO (KN/m) Brazo (m) ANÁLISIS DE ESTABILIDAD (Volcamiento)










Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.75

0.23

CIV: 4003891 TRAMO 419

Muro de Altura 1.20 m Tipo 3 (m)]






Ka1 0.33 Ka2 0.45

















W1 0.95 0.25 0.24 24.00 5.70 0.43 2.4

w2 0.25 0.90 0.23 24.00 5.40 0.45 2.4

w3 0.95 0.35 0.33 18.00 5.99 0.73 4.3

w4 0.00 0.35 0.00 18.00 0.00 0.78 0.0

w5Pav 1.12 0.90 1.0

Σ 10.2

Pah 4.17 0.59 2.44

Σ 2.44

Σ=MNeto(KN-m) 7.76


Ƙ 2= 0.67 4.17 22.00 Xa (m) 0.43 23.45 17.00

2.38 5.14 B/2 (m) 0.45


0.7 B/6 (m) 0.15

72.73

σ a-b (KN/m2) 21.30

R1 10.07

φ' α β δ' R2 11.49

30 90 0 15.00 Hllave +zarpa 0.49

Et 5.87

0.333 H llave 0.242.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 5.50



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.70

0.26

CIV: 4003891 TRAMO 419

Muro de Altura 1.30 m Tipo 4 (b)]






Ka1 0.33 Ka2 0.45

















W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 1.05 0.35 0.37 18.00 6.62 0.78 5.1

w4 0.00 0.35 0.00 18.00 0.00 0.83 0.0

w5Pav 1.31 0.95 1.2

Σ 12.1

Pah 4.90 0.62 3.03

Σ 3.03

Σ=MNeto(KN-m) 9.04


Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.45 23.78 18.18

2.11 5.14 B/2 (m) 0.48


0.7 B/6 (m) 0.16

72.73

σ a-b (KN/m2) 21.71

R1 10.24

φ' α β δ' R2 11.97

30 90 0 15.00 Hllave +zarpa 0.64

Et 6.81

0.333 H llave 0.392.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 6.45



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.59

0.33

CIV: 4003891 TRAMO 419

Muro de Altura 1.40 m Tipo 5 (a)]






Ka1 0.33 Ka2 0.45

















W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

w3 1.15 0.45 0.52 18.00 9.32 0.88 8.2

w4 0.00 0.45 0.00 18.00 0.00 0.95 0.0

w5Pav 1.52 1.10 1.7

Σ 17.1

Pah 5.68 0.65 3.70

Σ 3.70



Ƙ 2= 0.67 5.68 22.00 Xa (m) 0.55 22.18 22.07

2.04 5.14 B/2 (m) 0.55


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 22.14

R1 9.97

φ' α β δ' R2 15.47

30 90 0 15.00 Hllave +zarpa 0.62

Et 7.80

0.333 H llave 0.372.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 7.48



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.67

0.32

CIV: 4003891 TRAMO 419

Muro de Altura 1.50 m Tipo 6 (i)]






Ka1 0.33 Ka2 0.45

















W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

w3 1.25 0.50 0.63 18.00 11.25 0.95 10.7

w4 0.00 0.50 0.00 18.00 0.00 1.03 0.0

w5Pav 1.75 1.20 2.1

Σ 21.4

Pah 6.52 0.69 4.47

Σ 4.47



Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.61 21.70 24.46

1.93 5.14 B/2 (m) 0.60


0.7 B/6 (m) 0.20

72.73

σ a-b (KN/m2) 22.74

R1 10.00

φ' α β δ' R2 17.70

30 90 0 15.00 Hllave +zarpa 0.67

Et 8.85

0.333 H llave 0.422.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.66

0.35

CIV: 4003891 TRAMO 419

Muro de Altura 1.60 m Tipo 7 (e)]






Ka1 0.33 Ka2 0.45

















W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.35 0.50 0.68 18.00 12.15 1.00 12.2

w4 0.00 0.50 0.00 18.00 0.00 1.08 0.0

w5Pav 1.99 1.25 2.5

Σ 24.4

Pah 7.42 0.72 5.33

Σ 5.33



Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.64 21.99 25.59

1.76 5.14 B/2 (m) 0.625


0.7 B/6 (m) 0.21

72.73

σ a-b (KN/m2) 23.43

R1 10.22

φ' α β δ' R2 18.38

30 90 0 15.00 Hllave +zarpa 0.77

Et 9.97

0.333 H llave 0.522.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77


1.56

0.42



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003891 TRAMO 419







Ka1 0.33 Ka2 0.45

















W1 1.65 0.25 0.41 24.00 9.90 0.73 7.2

w2 0.25 1.50 0.38 24.00 9.00 0.75 6.8

w3 1.65 0.65 1.07 18.00 19.31 1.18 22.7

w4 0.00 0.65 0.00 18.00 0.00 1.28 0.0

w5Pav 2.80 1.50 4.2

Σ 40.8

Pah 10.46 0.82 8.56

Σ 8.56



Ƙ 2= 0.67 10.46 22.00 Xa (m) 0.79 23.35 31.33

1.63 5.14 B/2 (m) 0.75


0.7 B/6 (m) 0.25

72.73

σ a-b (KN/m2) 26.54

R1 11.22

φ' α β δ' R2 26.04

30 90 0 15.00 Hllave +zarpa 0.85

Et 13.67

0.333 H llave 0.602.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 13.78



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.53

0.51

CIV: 4003891 TRAMO 419

Muro de Altura 2.30 m Tipo 14 (c)]






Ka1 0.33 Ka2 0.45

















W1 2.05 0.25 0.51 24.00 12.30 0.88 10.8

w2 0.25 1.95 0.49 24.00 11.70 0.98 11.4

w3 2.05 0.95 1.95 18.00 35.06 1.48 51.7

w4 0.00 0.95 0.00 18.00 0.00 1.63 0.0

w5Pav 4.11 1.95 8.0

Σ 81.9

Pah 15.33 0.95 14.59

Σ 14.59



Ƙ 2= 0.67 15.33 22.00 Xa (m) 1.07 23.38 41.40

1.62 5.14 B/2 (m) 0.975


0.7 B/6 (m) 0.33

72.73

σ a-b (KN/m2) 30.31

R1 12.08

φ' α β δ' R2 43.03

30 90 0 15.00 Hllave +zarpa 0.84

Et 19.44

0.333 H llave 0.592.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 20.19



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.61

0.57

CIV: 4003891 TRAMO 419







Ka1 0.33 Ka2 0.45

















W1 2.15 0.25 0.54 24.00 12.90 1.03 13.2

w2 0.25 1.75 0.44 24.00 10.50 0.88 9.2

w3 2.15 0.60 1.29 18.00 23.22 1.45 33.7

w4 0.00 0.60 0.00 18.00 0.00 1.55 0.0

w5Pav 4.47 1.75 7.8

Σ 63.9

Pah 16.69 0.99 16.44

Σ 16.44



Ƙ 2= 0.67 16.69 22.00 Xa (m) 0.93 23.80 34.60

1.11 5.14 B/2 (m) 0.875


0.7 B/6 (m) 0.29

72.73

σ a-b (KN/m2) 29.35

R1 11.96

φ' α β δ' R2 27.18

30 90 0 15.00 Hllave +zarpa 1.23

Et 21.03

0.333 H llave 0.982.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 21.98



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.19

0.83

CIV: 4003891 TRAMO 419







Ka1 0.33 Ka2 0.45

















W1 2.25 0.25 0.56 24.00 13.50 0.98 13.2

w2 0.25 2.10 0.53 24.00 12.60 1.05 13.2

w3 2.25 1.00 2.25 18.00 40.50 1.60 64.8

w4 0.00 1.00 0.00 18.00 0.00 1.77 0.0

w5Pav 4.85 2.10 10.2

Σ 101.4

Pah 18.11 1.02 18.45

Σ 18.45



Ƙ 2= 0.67 18.11 22.00 Xa (m) 1.16 23.26 44.79

1.51 5.14 B/2 (m) 1.05


0.7 B/6 (m) 0.35

72.73

σ a-b (KN/m2) 31.97

R1 12.43

φ' α β δ' R2 47.98

30 90 0 15.00 Hllave +zarpa 0.93

Et 22.69

0.333 H llave 0.682.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 23.85


1.54

0.67



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003891 TRAMO 419

Muro de Altura 1.30 m Tipo 4 (b)






Ka1 0.33 Ka2 0.45

















W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 1.05 0.35 0.37 18.00 6.62 0.78 5.1

w4 0.00 0.35 0.00 18.00 0.00 0.83 0.0

w5Pav 1.31 0.95 1.2

Σ 12.1

Pah 4.90 0.62 3.03

Σ 3.03

Σ=MNeto(KN-m) 9.04


Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.45 23.78 18.18

2.11 5.14 B/2 (m) 0.48


0.7 B/6 (m) 0.16

72.73

σ a-b (KN/m2) 21.71

R1 10.24

φ' α β δ' R2 11.97

30 90 0 15.00 Hllave +zarpa 0.64

Et 6.81

0.333 H llave 0.392.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 6.45


1.59

0.33



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.40 m Tipo 5 (n)






Ka1 0.33 Ka2 0.45

















W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.15 0.35 0.40 18.00 7.25 0.83 6.0

w4 0.00 0.35 0.00 18.00 0.00 0.88 0.0

w5Pav 1.52 1.00 1.5

Σ 14.1

Pah 5.68 0.65 3.70

Σ 3.70



Ƙ 2= 0.67 5.68 22.00 Xa (m) 0.48 24.15 19.18

1.89 5.14 B/2 (m) 0.50


0.7 B/6 (m) 0.17

72.73

σ a-b (KN/m2) 22.16

R1 10.42

φ' α β δ' R2 12.40

30 90 0 15.00 Hllave +zarpa 0.76

Et 7.80

0.333 H llave 0.512.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 7.48


1.49

0.39



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.50 m Tipo 6 (o)






Ka1 0.33 Ka2 0.45

















W1 1.25 0.25 0.31 24.00 7.50 0.63 4.7

w2 0.25 1.05 0.26 24.00 6.30 0.53 3.3

w3 1.25 0.30 0.38 18.00 6.75 0.90 6.1

w4 0.00 0.30 0.00 18.00 0.00 0.95 0.0

w5Pav 1.75 1.05 1.8

Σ 15.9

Pah 6.52 0.69 4.47

Σ 4.47



Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.51 22.70 19.77

1.55 5.14 B/2 (m) 0.53


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 21.30

R1 9.90

φ' α β δ' R2 11.30

30 90 0 15.00 Hllave +zarpa 0.92

Et 8.85

0.333 H llave 0.672.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59


1.33

0.47



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.50 m Tipo 6 (i)






Ka1 0.33 Ka2 0.45

















W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

w3 1.25 0.50 0.63 18.00 11.25 0.95 10.7

w4 0.00 0.50 0.00 18.00 0.00 1.03 0.0

w5Pav 1.75 1.20 2.1

Σ 21.4

Pah 6.52 0.69 4.47

Σ 4.47



Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.61 21.70 24.46

1.93 5.14 B/2 (m) 0.60


0.7 B/6 (m) 0.20

72.73

σ a-b (KN/m2) 22.74

R1 10.00

φ' α β δ' R2 17.70

30 90 0 15.00 Hllave +zarpa 0.67

Et 8.85

0.333 H llave 0.422.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59


1.66

0.35



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.60 m Tipo 7 (e)






Ka1 0.33 Ka2 0.45

















W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.35 0.50 0.68 18.00 12.15 1.00 12.2

w4 0.00 0.50 0.00 18.00 0.00 1.08 0.0

w5Pav 1.99 1.25 2.5

Σ 24.4

Pah 7.42 0.72 5.33

Σ 5.33



Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.64 21.99 25.59

1.76 5.14 B/2 (m) 0.625


0.7 B/6 (m) 0.21

72.73

σ a-b (KN/m2) 23.43

R1 10.22

φ' α β δ' R2 18.38

30 90 0 15.00 Hllave +zarpa 0.77

Et 9.97

0.333 H llave 0.522.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.56

0.42

CIV: 4003917, 4003949 TRAMO 420







Ka1 0.33 Ka2 0.45

















W1 1.35 0.25 0.34 24.00 8.10 0.68 5.5

w2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

w3 1.35 0.30 0.41 18.00 7.29 0.95 6.9

w4 0.00 0.30 0.00 18.00 0.00 1.00 0.0

w5Pav 1.99 1.10 2.2

Σ 18.2

Pah 7.42 0.72 5.33

Σ 5.33



Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.54 23.33 20.27

1.42 5.14 B/2 (m) 0.55


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 21.80

R1 10.15

φ' α β δ' R2 11.57

30 90 0 15.00 Hllave +zarpa 1.01

Et 9.97

0.333 H llave 0.762.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77


1.26

0.53



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.70 m Tipo 8 (m)






Ka1 0.33 Ka2 0.45

















W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.35 0.34 24.00 8.10 0.68 5.5

w3 1.45 0.60 0.87 18.00 15.66 1.05 16.4

w4 0.00 0.60 0.00 18.00 0.00 1.15 0.0

w5Pav 2.24 1.35 3.0

Σ 30.4

Pah 8.37 0.75 6.30

Σ 6.30



Ƙ 2= 0.67 8.37 22.00 Xa (m) 0.69 23.55 27.87

1.82 5.14 B/2 (m) 0.675


0.7 B/6 (m) 0.23

72.73

σ a-b (KN/m2) 25.15

R1 10.96

φ' α β δ' R2 22.53

30 90 0 15.00 Hllave +zarpa 0.74

Et 11.14

0.333 H llave 0.492.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 11.03


1.62

0.42



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420







Ka1 0.33 Ka2 0.45

















W1 1.05 0.25 0.26 24.00 6.30 0.48 3.0

w2 0.25 0.95 0.24 24.00 5.70 0.48 2.7

w3 1.05 0.35 0.37 18.00 6.62 0.78 5.1

w4 0.00 0.35 0.00 18.00 0.00 0.83 0.0

w5Pav 1.31 0.95 1.2

Σ 12.1

Pah 4.90 0.62 3.03

Σ 3.03

Σ=MNeto(KN-m) 9.04


Ƙ 2= 0.67 4.90 22.00 Xa (m) 0.45 23.78 18.18

2.11 5.14 B/2 (m) 0.48


0.7 B/6 (m) 0.16

72.73

σ a-b (KN/m2) 21.71

R1 10.24

φ' α β δ' R2 11.97

30 90 0 15.00 Hllave +zarpa 0.64

Et 6.81

0.333 H llave 0.392.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 6.45


1.59

0.33



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.40 m Tipo 5 (n)






Ka1 0.33 Ka2 0.45

















W1 1.15 0.25 0.29 24.00 6.90 0.53 3.6

w2 0.25 1.00 0.25 24.00 6.00 0.50 3.0

w3 1.15 0.35 0.40 18.00 7.25 0.83 6.0

w4 0.00 0.35 0.00 18.00 0.00 0.88 0.0

w5Pav 1.52 1.00 1.5

Σ 14.1

Pah 5.68 0.65 3.70

Σ 3.70



Ƙ 2= 0.67 5.68 22.00 Xa (m) 0.48 24.15 19.18

1.89 5.14 B/2 (m) 0.50


0.7 B/6 (m) 0.17

72.73

σ a-b (KN/m2) 22.16

R1 10.42

φ' α β δ' R2 12.40

30 90 0 15.00 Hllave +zarpa 0.76

Et 7.80

0.333 H llave 0.512.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 7.48


1.49

0.39



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.50 m Tipo 6 (o)






Ka1 0.33 Ka2 0.45

















W1 1.25 0.25 0.31 24.00 7.50 0.63 4.7

w2 0.25 1.05 0.26 24.00 6.30 0.53 3.3

w3 1.25 0.30 0.38 18.00 6.75 0.90 6.1

w4 0.00 0.30 0.00 18.00 0.00 0.95 0.0

w5Pav 1.75 1.05 1.8

Σ 15.9

Pah 6.52 0.69 4.47

Σ 4.47



Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.51 22.70 19.77

1.55 5.14 B/2 (m) 0.53


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 21.30

R1 9.90

φ' α β δ' R2 11.30

30 90 0 15.00 Hllave +zarpa 0.92

Et 8.85

0.333 H llave 0.672.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59


1.33

0.47



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.50 m Tipo 6 (i)






Ka1 0.33 Ka2 0.45

















W1 1.25 0.25 0.31 24.00 7.50 0.58 4.3

w2 0.25 1.20 0.30 24.00 7.20 0.60 4.3

w3 1.25 0.50 0.63 18.00 11.25 0.95 10.7

w4 0.00 0.50 0.00 18.00 0.00 1.03 0.0

w5Pav 1.75 1.20 2.1

Σ 21.4

Pah 6.52 0.69 4.47

Σ 4.47



Ƙ 2= 0.67 6.52 22.00 Xa (m) 0.61 21.70 24.46

1.93 5.14 B/2 (m) 0.60


0.7 B/6 (m) 0.20

72.73

σ a-b (KN/m2) 22.74

R1 10.00

φ' α β δ' R2 17.70

30 90 0 15.00 Hllave +zarpa 0.67

Et 8.85

0.333 H llave 0.422.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 8.59


1.66

0.35



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.60 m Tipo 7 (e)






Ka1 0.33 Ka2 0.45

















W1 1.35 0.25 0.34 24.00 8.10 0.63 5.1

w2 0.25 1.25 0.31 24.00 7.50 0.63 4.7

w3 1.35 0.50 0.68 18.00 12.15 1.00 12.2

w4 0.00 0.50 0.00 18.00 0.00 1.08 0.0

w5Pav 1.99 1.25 2.5

Σ 24.4

Pah 7.42 0.72 5.33

Σ 5.33



Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.64 21.99 25.59

1.76 5.14 B/2 (m) 0.625


0.7 B/6 (m) 0.21

72.73

σ a-b (KN/m2) 23.43

R1 10.22

φ' α β δ' R2 18.38

30 90 0 15.00 Hllave +zarpa 0.77

Et 9.97

0.333 H llave 0.522.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77



DATOS GENERALES

PREDIMENSIONAMIENTO












Df (m)

σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



1.56

0.42

CIV: 4003917, 4003949 TRAMO 420







Ka1 0.33 Ka2 0.45

















W1 1.35 0.25 0.34 24.00 8.10 0.68 5.5

w2 0.25 1.10 0.28 24.00 6.60 0.55 3.6

w3 1.35 0.30 0.41 18.00 7.29 0.95 6.9

w4 0.00 0.30 0.00 18.00 0.00 1.00 0.0

w5Pav 1.99 1.10 2.2

Σ 18.2

Pah 7.42 0.72 5.33

Σ 5.33



Ƙ 2= 0.67 7.42 22.00 Xa (m) 0.54 23.33 20.27

1.42 5.14 B/2 (m) 0.55


0.7 B/6 (m) 0.18

72.73

σ a-b (KN/m2) 21.80

R1 10.15

φ' α β δ' R2 11.57

30 90 0 15.00 Hllave +zarpa 1.01

Et 9.97

0.333 H llave 0.762.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 9.77


1.26

0.53



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420

Muro de Altura 1.70 m Tipo 8 (m)






Ka1 0.33 Ka2 0.45

















W1 1.45 0.25 0.36 24.00 8.70 0.63 5.4

w2 0.25 1.35 0.34 24.00 8.10 0.68 5.5

w3 1.45 0.60 0.87 18.00 15.66 1.05 16.4

w4 0.00 0.60 0.00 18.00 0.00 1.15 0.0

w5Pav 2.24 1.35 3.0

Σ 30.4

Pah 8.37 0.75 6.30

Σ 6.30



Ƙ 2= 0.67 8.37 22.00 Xa (m) 0.69 23.55 27.87

1.82 5.14 B/2 (m) 0.675


0.7 B/6 (m) 0.23

72.73

σ a-b (KN/m2) 25.15

R1 10.96

φ' α β δ' R2 22.53

30 90 0 15.00 Hllave +zarpa 0.74

Et 11.14

0.333 H llave 0.492.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ ' = 11.77

Pae 11.03


1.62

0.42



σ ult (KN/m2)



Mononobe - Okabe

VALORES DE Ka



Df (m)










DATOS GENERALES

PREDIMENSIONAMIENTO



CIV: 4003917, 4003949 TRAMO 420






Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00
















W1 2.85 0.25 0.71 24.00 17.10 1.23 20.9

w2 0.25 2.75 0.69 24.00 16.50 1.38 22.7

w3 2.85 1.40 3.99 18.00 71.82 2.05 147.2

w4 0.00 1.40 0.00 18.00 0.00 2.28 0.0

w5Pav 7.46 2.75 20.5

Σ 211.4Pah 27.85 1.22 33.93

Σ 33.93



� 2= 0.67 27.85 30.00 Xa (m) 1.57 23.40 58.69

1.50 5.14 B/2 (m) 1.375


0.5 B/6 (m) 0.46

71.53

σ a-b (KN/m2) 37.52

R1 13.71

φ' α β δ' R2 79.38

30 90 0 15.00 Hllave +zarpa 0.90

Et 33.87

0.333 H llave 0.652.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ' = 11.77

Pae 36.67





DATOS GENERALES

PREDIMENSIONAMIENTO







FS Volcamiento 6.2




FS 3.06Df (m)



σ ult (KN/m2)





1.58

0.79






Ka1 0.33 Ka2 0.33

Kp1 3.00 Kp2 3.00
















W1 2.05 0.25 0.51 24.00 12.30 0.88 10.8

w2 0.25 1.90 0.48 24.00 11.40 0.95 10.8

w3 2.05 0.90 1.85 18.00 33.21 1.45 48.2

w4 0.00 0.90 0.00 18.00 0.00 1.60 0.0

w5Pav 4.11 1.90 7.8

Σ 77.6Pah 15.33 0.95 14.59

Σ 14.59



� 2= 0.67 15.33 30.00 Xa (m) 1.03 23.82 40.41

1.56 5.14 B/2 (m) 0.95


0.5 B/6 (m) 0.32

71.53

σ a-b (KN/m2) 30.37

R1 12.19

φ' α β δ' R2 40.70

30 90 0 15.00 Hllave +zarpa 0.82

Et 19.44

0.333 H llave 0.572.2430.442

a h (g)= 0.2 a v (g)= 0.04

ψ' = 11.77

Pae 20.19





DATOS GENERALES

PREDIMENSIONAMIENTO







FS Volcamiento 5.3




FS 3.00Df (m)



σ ult (KN/m2)





1.55

0.60

Memorias de calculo muro en voladizo

Design