glenglen wor de cimentciones.docx

8/17/2019 glenglen wor de cimentciones.docx

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Cimentacio

CIME NTACIONES


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UNIVERSIDAD PRIVADA DE TACNAFACULTAD DE INGENIERIA

“ESCUELA PROFESIONAL DE INGENIERIA CIVIL”

MATERIA: CIMENTACIONES

DOCENTE: ING. ALFONSO OSWALDO FLORES MELLO

INTEGRANTES: LINAJA GARCIA, GLENDA MILAGROS

YANQUI SANTOS, ADRIAN EDUARDOCALDERON PINTO, DANIEL

FECHA DE ENTREGA: 01/01/16

2


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3


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4DESCRIPCION DE LA OBRA


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El proyecto cont! "e l! !#pl$!c$%n "e l! $n&r!etr'ct'r! "e l! I(E(P( C$#!( L!

Contr'cc$%n "e 3) !'l! rep!rt$"! en 4 p!*ellone( L! '*$c!c$%n "e l! I(E(P( C$#!e A+( Gre,or$o Al*!rr!c-n n. /00(

C!"! 2 !'l! e1$te 'n! 'nt! y! 'e !y'"! ! 'e l! e"$c!c$%n no '&r! "e 'r!

!nte c'!l'$er $t'!c$%n $#pre+$t!( Se c'ent! con / t$po "e col'#n! y 5 t$po "e

6!p!t!( C!"! col'#n! c'ent! con ' prop$! 6!p!t!( A- #$#o !*e#o 'e l!

e"$c!c$%n e "el t$po "e P%rt$co "e Concreto Ar#!"o en el Ee 7 y "e 8'ro

Etr'ct'r!le en el Ee 9(

O*er+!#o 'e l! c!! "on"e e enc'entr!n l! ec!ler! et: co#plet!#ente

ep!r!"! "e l! !'l!( A- #$#o el !'l! e t-p$c! y e rep$te en lo $,'$ente p$o

y p!*ellone(

El #%"'lo "el c'!l e ;!r:n lo c:lc'lo correpon"$ente e !l c'!l le pertenece el!'l! 0/ y 0)( Et! !'l! c'ent!n con c'!tro t$po "e col'#n!< C2= C3= C4 y C/(

L! 6!p!t! epec-c! ! !n!l$6!r er:n l! >3= >4 y >?(

/


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1.1. PLANO DE DISTRIBUCIÓN

)


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8/79

1.2. PLANO DE SECCIÓN

5


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@


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1.3. PLANO DE CIMENTACIÓN

0


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CARGAS ACTUANTES

Cargas Permanentes

Peo Prop$o "e Ele#ento "e Concreto Ar#!"o < 2400 B,#3

Peo "e Lo! Al$,er!"! < 300 B,#2

Peo "e Ac!*!"o < 00 B,#2

Peo "e Co*ert'r! L$+$!n! En Ser+$c$o < 20 B, #2

Peo "e Al*!$ler-! < 2000 B,#3

Cargas V!as

Int$t'c$%n e"'c!t$+! SC < 2/0 B,#2

P!$llo SC < 400 B,#2

PROPIEDADES DE LOS MATERIALES

Lo #!ter$!le preent!n l! $,'$ente c!r!cter-t$c!<

Re$tenc$! ! l! Co#pre$%n "el Concreto &c H 20 B,c#2

L-#$te "e Fl'enc$! "el Acero &y H 4200 B,c#2

8%"'lo "e El!t$c$"!" "el ConcretoEc H /000√ &c B,c#2

8%"'lo "e El!t$c$"!" "el Acero E H 2(00 E)(00 B,c#2

USOS

Int$t'c$%n e"'c!t$+!

CARGAS, MATERIALES, USOS


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MARCO TEORICO

2


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38ODELA8IENTO EN


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GRJFICOS

Gr"#$% 1& V$t! en 3D

Gr"#$% 2& V$t! en Pl!nt!

4


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Gr"#$% 3& D$tr$*'c$%n "e c!r,! #'ert! por t!*$'er-!

/


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Gr"#$% '& D$tr$*'c$%n "e C!r,! 8'ert! en lo! Al$,er!"o T!*$'er-! yAc!*!"o

Gr"#$% (& D$tr$*'c$%n "e C!r,! V$+! Cole,$o y P!$llo

)


17/79

Gr"#$% )& Etr'ct'r! "e&or#!"!

?


18/79

ESTADOSDE CARGA

5


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CVC8CS1

ACCIONES *+ POSITIVO,

C2 C3 C4 C3

F6K

32(//24 F6

K42(5/@

F6 K/(304 F6

K/@(35

? F6

(2 (@ (@ (@ L (@ L 2()/ L 2()/ L 2()/ L

C!r,!"$tr$*'$"!

K4(2??3

?C!r,!"$tr$*'$"!

K5(/22

3C!r,!"$tr$*'$"!

K0(5@4

?C!r,!"$tr$*'$"!

K(?@

/C!r,!"$tr$*'$"!

C/ C/

F6K

44()04 F6K

44()04 F6 () () L ) L ) L

C!r,!"$tr$*'$"!

K4()4)2)

C!r,!"$tr$*'$"!

K4()4)2)

C!r,!"$tr$*'$"!

C2 C3 C4 C3

F6K

4()?04 F6

K)2(5)

) F6K

?(0@4 F6 K?@(45 F6 (@/ (@/ (@/ (@/

@


20/79

L 2(3 L 2(? L 2(? L 2(? L

C!r,!"$tr$*'$"!

K3(2?0@@

2C!r,!"$tr$*'$"!

K(@3@

/C!r,!"$tr$*'$"!

K3(455@

)C!r,!"$tr$*'$"!

K/(0@

)C!r,!"$tr$*'$"!

CVC8CS1K

ACCIONES *+ NEGATIVO,

C2 C3 C4 C3

F6K

?(/34@ F6

K)/(233

5 F6K

/(33/ F6 K3)(@ F6 (2 (@ (@ (@ L (@ L 2()/ L 2()/ L 2()/ L

C!r,!"$tr$*'$"!

K?()@0?4

)C!r,!"$tr$*'$"!

K2(@/)

C!r,!"$tr$*'$"!

K0(@/)

/C!r,!"$tr$*'$"!

K?(330

?C!r,!"$tr$*'$"!

C/ C/

F6K

2?(425 F6K

42(425 F6 () () L ) L ) L

C!r,!"$tr$*'$"!

K2(52?3?

/C!r,!"$tr$*'$"!

K4(35@5?

/C!r,!"$tr$*'$"!

20


21/79

C2 C3 C4 C3

F6K

5(//)) F6

K5/(?0

5 F6K

?0(@@) F6

K/)(22

) F6 (@/ (@/ (@/ (@/ L 2(3 L 2(? L 2(? L 2(? L

C!r,!"$tr$*'$"!

K4(3?45

C!r,!"$tr$*'$"!

K)(2??

)C!r,!"$tr$*'$"!

K3(454/

4C!r,!"$tr$*'$"!

K0()?

@C!r,!"$tr$*'$"!

CVC8CSy

ACCIONES *- POSITIVO,

C2 C3 C4 C3 C2

6K

3/(040) F6

K)3(5)2

/ F6K

/5(?4/2 F6

K/4(@0

5 F63(

(2 (@ (@ (@ (@ L 2()/ L 2()/ L 2()/ L

!r,!$tr$*'$"!

K/(3)5)

5C!r,!"$tr$*'$"!

K2()53

?C!r,!"$tr$*'$"!

K())?3

?C!r,!"$tr$*'$"!

K0(@0

/C!r,!"$tr$*'$"! K/(

2


22/79

C/ C/ C/

6K

3/(5?)@ F6K

2?(425 F625(

() () ) L ) L

!r,!$tr$*'$"!

K3(?3??

?C!r,!"$tr$*'$"!

K2(52?3?

/C!r,!"$tr$*'$"!

3(0

C2 C3 C4 C3 C2

6K

2?(0)@ F6

K)4(34/

3 F6K

)3(/@/) F6

K)(0@

3 F634(

(@/ (@/ (@/ (@/ 2(3 L 2(? L 2(? L 2(? L

!r,!$tr$*'$"!

K)(043@0

2C!r,!"$tr$*'$"!

K2(22

3C!r,!"$tr$*'$"!

K2(0?5@

4C!r,!"$tr$*'$"!

K()0

4C!r,!"$tr$*'$"!

/(@

CVC8CSy

ACCIONES *- NEGATIVO,

22


23/79

C2 C3 C4 C3 C2

F6 K4(005 F6

K44(230

3 F6 K43(5@4 F6

K4(35

@ F6 K3(@ (2 (@ (@ (@ L (@ L 2()/ L 2()/ L 2()/ L

C!r,!"$tr$*'$"!

K(?//?

/C!r,!"$tr$*'$"!

K5(?54/

?C!r,!"$tr$*'$"!

K5(????

)C!r,!"$tr$*'$"!

K5(220

2C!r,!"$tr$*'$"!

0()

C/ C/ C/

F6K

4/(5?0 F6K

4/(5?0 F625

() () L ) L ) L

C!r,!"$tr$*'$"!

K4(??53

/C!r,!"$tr$*'$"!

K4(??53

/C!r,!"$tr$*'$"!

3(0

C2 C3 C4 C3 C2

F6K

4)(20 F6

K54(035

2 F6 K?5(42 F6

K?4()

2 F64

(@/ (@/ (@/ (@/ L 2(3 L 2(? L 2(? L 2(? L

C!r,!"$tr$*'$"!

K0(253

@C!r,!"$tr$*'$"!

K/(@)

?C!r,!"$tr$*'$"!

K4(5@4/

@C!r,!"$tr$*'$"!

K4(?

C!r,!"$tr$*'$"! K?(

23


24/79

CALCULO DE ASENTA8IENTO EME ) CVC8CS1>K2

ASENTAMIENTO INMEDIATO

ZAPATA C2

Datos de la

zapata 4(2??3)54

TN#

2L (5 #B (2 #

E @@000 TN#

2

0(2/

Cálculo de Ip

(/0

0.62653823

Cálculo del asentamiento inmediato

5.0570E-05 m. AsentamientoDespreciale

24

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1=

I P

S i=q×b× (1− μ2)

E × I P

S i

/


25/79

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' . o2$n%o#:

K δ34")"$" 5 7 0.001%K δ34")"$" 7 0.005%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

3.48 =0.00028


26/79

CALCULO DE ASENTA8IENTO EME ? CVC8CS1 >K2


ZAPATA C3

Datos de la zapata 5(/22343) TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


3.0!5E-05 m. AsentamientoDespreciale

2)

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


27/79

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .1 o2$n%o#:

K δ34")"$" 5 7 0.00%K δ34")"$" 7 0.005%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

4.13 =0.000242K4

2?


28/79


ZAPATA C4

Datos de la zapata 0(5@4?3? TN#2

L (/ #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


3.#3!8E-05 m. AsentamientoDespreciale

DISTORSIÓN

25

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


29/79

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .1 o2$n%o#:

K δ34")"$" 7 0.005%K δ34")"$" 7 0.00%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

4.13 =0.000242K2

2@


30/79


ZAPATA C3

Datos de la zapata (?@45)3 TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


#.!777E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .5 o2$n%o#:

K δ34")"$" 5 7 0.00%

30

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


31/79

K δ34")"$" 7 0.001%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.002

4.25 =0.000471K4


ZAPATA C2

Datos de la zapata /(@/3)542 TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

3


32/79


33/79

CALCULO DE ASENTA8IENTO EME )CVC8CS1 >K4


C5

Datos de la zapata 4()4)2)042 TN#2

L (/ #B (2 #

E @@000 TN#20(2/

Cálculo de Ip

33 I P=

1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B


34/79

(2/

0.5"576378


!.56#"E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' . o2$n%o#:

K δ34")"$" 7 0.005%K δ34")"$" 7 0.001%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

3.48 =0.000287


35/79

CALCULO DE ASENTA8IENTO EME 0CVC8CS1 >K4


C5

Datos de la zapata

3(05)4))? TN#2

L (/ #

B (2 #

E @@000 TN#20(2/

Cálculo de Ip

(2/

0.5"576378


3/

I P=1

π

[m1×ln

(1+√ m1

2+1

m1

)+ ln (m1+√ m12+1)

]m1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P


36/79

!.03"5E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' . o2$n%o#:

K δ34")"$" 7 0.005%K δ34")"$" 7 0.001%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

3.48 =0.000287K3

3)

S

/


37/79


ZAPATA C2

Datos de la zapata

3(2?0@@22 TN#2

L (5 #

B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


!.!586E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .5 o2$n%o#:

3?

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


38/79

K δ34")"$" 7 0.001%K δ34")"$" 1 7 0.005%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

4.28 =0.000236K


ZAPATA C3

Datos de la zapata

(@3@/2/2 TN#2

L (5 #B (2 #E @@000 TN#2

35


39/79

0(2/

Cálculo de Ip

(/0

0.62653823


#.22"E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .1 o2$n%o#:

K δ34")"$" 7 0.005%K δ34")"$" 7 0.005%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.00

4.13=0.000


40/79

CALCULO DEASENTA8IENTO EME5CVC8CS1 >K3


ZAPATA C4

Datos de la zapata 3(455@)4@ TN#2

L (/ #B (2 #

E @@000 TN#20(2/

Cálculo de Ip

(2/

0.5"576378


40

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P


41/79

#.5#3!E-05 m.

AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .1 o2$n%o#:

K δ34")"$" 7 0.005%K δ34")"$" 7 0.005%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.00

4.13=0.000K

4

S i=q×b× (1− μ2)

E × I P

S

/


42/79


ZAPATA C3

Datos de la zapata

/(0@/5?54 TN#2

L (5 #

B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


5.3#6"E-05 m. AsentamientoDespreciale

DISTORSIÓN

Con ! "#n$"%&n$o ' !" (")"$" #*o+&'" "#-%&n'o -n "#n$"%&n$o ' o$"

(")"$" " -n" !on+&$-' ' .5 o2$n%o#:

42

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


43/79

K δ34")"$" 5 7 0.005%K δ34")"$" 7 0.001%

R#-!$"'o# ' !" '$o#&8n "n+-!"

K P"" !" '$o#&8n n$ !" (")"$" 1 5, o2$n%o# 9-:

0.001

4.25 =0.000235K/


ZAPATA C2

Datos de la zapata )(@25)53?) TN#2

L (5 #

43


44/79

B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


2.#5#!E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME ) CVC8CS1K >K2


ZAPATA A3

Datos de la zapata ?()@0?4/)

TN#2

L (5 #B (2 #

E @@000 TN#

20(2/

44

I P=1

π

[m1×ln(1+√ m1

2+1

m1)+ ln (m1+√ m12+1)

]m1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


45/79

Cálculo de Ip

(/0

0.62653823


2.72#!E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME ? CVC8CS1K >K2


ZAPATA A3'

Datos de la zapata 2(@/)0)?/

TN#2

L (5 #B (2 #

E @@000 TN#2

0(2/

4/

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1=

I P

Si=q×b× (1− μ2)

E × I P

Si

/


46/79

Cálculo de Ip

(/0

0.62653823


#.58"E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 5

CVC8CS1K >K4


ZAPATA A4

Datos dela zapata 0(@/)/04

TN#2

L (/ #B (2 #

E @@000 TN#2

0(2/

4)

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


47/79

Cálculo de Ip

(2/

0.5"576378


3.#33"E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME @CVC8CS1K >K2


ZAPATA A4'

Datos de la ?(330)5/2 TN#2

4?

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


48/79

zapata

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


2.5"65E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 0CVC8CS1K >K4


ZAPATA A5

Datos de la zapata 0(@4/33333 TN#2

L (5 #B (2 #E @@000 TN#2

45

I P=1

π [m1×ln(1+√ m1

2+1

m1 )+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1−

μ

2

) E × I P

S

/


49/79

0(2/

Cálculo de Ip

(/0

0.62653823


3.3#8#E-06 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME ) CVC8CS1K>K4


ZAPATA PLACA (EJE 3)

Datos de la zapata 4(@0?0533 TN#2

L (/ #

4@

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


50/79

B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


!.653"E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 0CVC8CS1K >K4



Datos de la zapata

2(@2250205 TN#2

L (/ #B (2 #

E @@000 TN#20(2/

Cálculo de Ip

/0

I P=1

π

[m1×ln( 1+√ m1

2+1

m1 )+ ln (m1+√ m12+1)]m1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


51/79

(2/

0.5"576378


".8##E-06 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME)CVC8CS1K >K3


ZAPATA B3

Datos dela zapata 5(/@)?5@3

TN#2

L (5 #B (2 #

E @@000 TN#2

0(2/

Cálculo deIp

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m1= L

B


52/79

(/0

0.62653823


3.0#5E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME?CVC8CS1K >K


ZAPATA B3'

Datos de la zapata

)(2??)445 TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

/2

m1

I P

S i=q×b× (1− μ2)

E

× I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1


53/79

0.62653823



CALCULO DEASENTA8IENTO EME5CVC8CS1K >K3

ASENTAMIENTO INMEDIATOZAPATA B4

Datos de la zapata 3(454/3@4 TN#2

L (/ #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


/3

I P

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


54/79

#.5#!6E-05 m. Asentamiento

DesprecialeCALCULO DE ASENTA8IENTO EME @CVC8CS1K >K


ZAPATA B4'

Datos de

la zapata

0()?@4/

3

TN

#2L (5 #B (2 #

E @@000 TN#2

0(2/

Cálculode Ip

(/0

0.62653823

Cálculo del asentamientoinmediato

3.7825E- m.

/4

S

/

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


55/79

05 AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 0CVC8CS1K >K/


ZAPATA B5

Datos de la zapata 2(?)@354)2 TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


//

I P=1

π

[m1×ln

(1+√ m1

2+1

m1 )+ ln (m

1+√ m1

2

+1) ]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


56/79

".80"!E-06 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME ) CVC8CSy >K2


ZAPATA A3

Datos de la zapata /(3)5)542

TN#2

L (5 #B (2 #

E @@000 TN#

2

0(2/

Cálculo de Ip

(/0

0.62653823


5.##36E-05 m.

/)

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= LB

m1=

I P

Si=q×b× (1− μ2)

E × I P

Si

/


57/79


CALCULO DE ASENTA8IENTO EME ? CVC8CSy >K2


ZAPATA A3'

Datos de la zapata 2()53?4

TN#2

L (5 #B (2 #

E @@000 TN#2

0(2/

Cálculo de

Ip

(/0

0.62653823


/?

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1) ]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


58/79

#.#"26E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 5CVC8CSy >K4


ZAPATA A4

Datos dela zapata ())?3)54

TN#2

L (/ #B (2 #

E @@000 TN#2

0(2/

Cálculo deIp

(2/

0.5"576378


/5

S

/

I P=1

π

[m1×ln

(1+√ m1

2+1

m1

)+ ln

(m1+√ m1

2+1

)]m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


59/79

3."2"6E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME @CVC8CSy >K2


ZAPATA A4'

Datos de la zapata 0(@0/302@ TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823

/@

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P


60/79





ZAPATA A5

Datos de la zapata /(4/ TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


)0

S i=q×b× (1− μ2)

E × I P

S

/

I P= 1π [

m1×ln

(1+√

m12+1

m1 )+ ln (m1+√ m1

2+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


61/79

!."307E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME )CVC8CSy >K4



Datos de la zapata 4(??5543?/ TN#2

L (/ #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


)

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P


62/79

!.60"5E-05 m.





Datos de la zapata 3(004/)2/ TN#2

L (/ #

B (2 #

E @@000 TN#20(2/

Cálculo de Ip

(2/

0.5"576378


!.0!!8E-05 m. AsentamientoDespreciale

)2

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


63/79

CALCULO DE ASENTA8IENTO EME)CVC8CSy >K3


ZAPATA B3

Datos dela zapata (/54/@30@

TN#2

L (5 #B (2 #

E @@000

TN

#20(2/

Cálculo deIp

(/0

0.62653823



CALCULO DE ASENTA8IENTO EME ?CVC8CSy >K

)3

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E ×I P

S

/


64/79


ZAPATA B3'

Datos de la zapata

2(2232@/ TN#2

L (5 #

B (2 #

E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


#.3288E-05 m. AsentamientoDespreciale

CALCULO DEASENTA8IENTO EME5CVC8CSy >K3


ZAPATA B4

)4

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


65/79

Datos de la zapata 2(0?5@3)4 TN#2

L (/ #

B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


#.0682E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME @CVC8CSy >K


ZAPATA B4'

Datos dela zapata

()03))/?

TN#2

L (5 #B (2 #

)/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


66/79

E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


#.!!E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 0CVC8CSy >K/

ASENTAMIENTO INMEDIATOZAPATA B5

Datos de la zapata 2(/2@@)/5 TN#2

))

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


67/79

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


8."6!!E-06 m. Asentamiento

Despreciale

CALCULO DE ASENTA8IENTO EME ) CVC8CSyK >K2


ZAPATA A3

Datos de la zapata (?//?/44

TN#2

L (5 #B (2 #

E @@000 TN#

2

)?

I P=

1

π

[m1×ln

(1+√ m1

2+1

m1 )+ ln (m

1+√ m1

2

+1) ]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E

× I P

S

/


68/79

0(2/

Cálculo de Ip

(/0

0.62653823



CALCULO DE ASENTA8IENTO EME ? CVC8CSyK >K2


ZAPATA A3'

Datos de la zapata 5(?54/)502

TN#2

L (5 #B (2 #

E @@000 TN#2

)5

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1=

I P

Si=q×b× (1− μ2)

E × I P

Si

/


69/79

0(2/

Cálculo de Ip

(/0

0.62653823


3.!!!5E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 5CVC8CSyK >K4


ZAPATA A4

Datos dela zapata 5(????//?

TN#2

L (/ #B (2 #

E @@000 TN#2

)@

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


70/79

0(2/

Cálculo de Ip

(2/

0.5"576378


2."362E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME @CVC8CSyK >K2


ZAPATA A4'

?0

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


71/79

Datos de la zapata 5(220254? TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


2."!!6E-05 m. AsentamientoDespreciale



ZAPATA A5

Datos de la zapata 0()5@?@3 TN#2

L (5 #B (2 #

?

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


72/79

E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


2.##3E-06 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME ) CVC8CSyK>K4

ASENTAMIENTO INMEDIATOZAPATA PLACA (EJE 3)

Datos de la zapata 4(??53/42 TN#2

?2

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/


73/79

L (/ #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(2/

0.5"576378


!.60"3E-05 m. Asentamiento

Despreciale




Datos de la

zapata 3(00/0)2/ TN#2

L (/ #

B (2 #

E @@000 TN#20(2/

?3

I P=

1

π

[m1×ln

(1+√ m1

2+1

m1 )+ ln (m

1+√ m1

2

+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E

× I P

S

/


74/79

Cálculo de Ip

(2/

0.5"576378


!.0!2!E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME)CVC8CSyK >K3

asentament% nme0at%ZAPATA B3

Datos dela zapata 0(253554

TN#2

L (5 #B (2 #

E @@000

TN

#20(2/

Cálculo deIp

?4

I P=1

π [m1×ln( 1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m1= LB


75/79

(/0

0.62653823


3.6#23E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME?CVC8CSyK >K


ZAPATA B3'

Datos de la zapata

/(@))?4 TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

?/

m1

I P

S i=q×b× (1−

μ

2

) E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1


76/79

0.62653823



CALCULO DEASENTA8IENTO EME5CVC8CSyK >K3


ZAPATA B4

Datos de la zapata 4(5@4/5)@ TN#2

L (/ #B (2 #

E @@000 TN#20(2/

Cálculo de Ip

(2/

0.5"576378


?)

I P

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln( 1+√ m12+1

m1 )+ ln (m1+√ m12+1)]m

1= L

B

m1

I P


77/79

5.0!65E-05 m.


CALCULO DE ASENTA8IENTO EME @CVC8CSyK >K


ZAPATA B4'

Datos dela zapata 4(?3/5 TN#2

L (5 #B (2 #

E @@000 TN#2

0(2/

Cálculode Ip

(/0

0.6265382

3

Cálculo del asentamientoinmediato

??

S i=q×b× (1− μ2)

E × I P

S

/

I P=1

π [m1×ln(1+√ m12+1

m1)+ ln (m1+√ m12+1)]

m1= LB

m1

I P

S i=q×b× (1− μ2)

E × I P


78/79

5.0!"5E-05 m. AsentamientoDespreciale

CALCULO DE ASENTA8IENTO EME 0CVC8CSyK >K/


ZAPATA B5

Datos de la zapata ?()502/) TN#2

L (5 #B (2 #E @@000 TN#2

0(2/

Cálculo de Ip

(/0

0.62653823


?5

S

/

I P=1

π

[m1×ln

(1+√ m1

2+1

m1 )+ ln (m

1+√ m1

2

+1)]m

1= L

B

m1

I P

S i=q×b× (1− μ2)

E × I P


79/79

2.538"E-05 m. AsentamientoDespreciale

S

/

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