8. métodos para calculo de carga Última 1

7232019 8 Meacutetodos Para Calculo de Carga Uacuteltima 1

httpslidepdfcomreaderfull8-metodos-para-calculo-de-carga-ultima-1 119

UNIVERSIDAD N

ESCUELA DE FOR

N 6380 Carga normal aplicada

170 Anco d la apa$a

L 250 Longi$d d la apa$a

Ml 038 Momn$o

d 100 Proampndidad d dplan$

(c 100 Al$ra d ampra )aal

( 00065 Fra orion$al

180 Po pc+co dl lo

- 288 nglo d ampriccin

c 0 Coin

0 0 nglo d inclinacin d la carga

200 1on2m3 Po pc+co d Rllno4Concr$o

F5S5 300 Po pc+co d Rllno4Concr$o

rll4conc



CIONAL DANIEL ALCIDES CARRIOacuteNFacultad de Ingenieriacutea

ACIOacuteN PROFESIONAL DE INGENIERIacuteA CIVIL

CIMENTACIONES

CAPACIDAD DE CARGADATOS

6380

038

00065

100 100

170 170



250





UNIVERSIDAD NACIONAL DANIEL ALCIDES CARRIOacuteNFacultad de Ingenieriacutea

ESCUELA DE FORMACIOacuteN PROFESIONAL DE INGENIERIacuteA CIVIL

CIMENTACIONES

CAPACIDAD DE CARGAMETODO DE BELL (1929)

FORMULA GENERAL

FACTORES DE CAPACIDAD DE CARGA

DATOS

Aacutengulo de friccioacuten C $$amp $ampC Co(e)ioacuten ampampampFS Factor de )eguridad RNE E+amp ampamp

D$ampamp +$+

B -a)e ampL Largo +ampD- 0rofundidad de de)1lante ampamp

18

5900

358638

13823

13051 11956

8175

0e)o e)1eci2co del )uelo 3n4

T+42

N

NC

T+42

N

( )4 +

5 6 〖〖 tan〗〖〗〗 7+

5 6 8tan〖 9〖 tan〖〗〗 7 〗

5 6 〖 tan〖〗〗 7

6 +9 lt4

Damp

Concr$o

Rllno





CIMENTACIONES

CAPACIDAD DE CARGAMETODO DE TERAGUI

Elt+

DATOS

C Co(e)ioacuten ampampampampB -a)e ampamp= Aacutengulo de friccioacuten C $$ampamp amp+=+gt$=

gt 0e)o e)1eci2co del )uelo 3n4 $ampamp 0rofundidad de de)1lante ampampamp

FS Factor de Seguridad ampampamp

$ampampton4 $

N =+N gt=Ngt =amp

TABLA N 1 =gt= 1

79631 ton4

amp amp$+ amp + $gt

265 ton4amp ++ +amp ++ $amp + =$

N$ 1ara el factor de ca1acidad de carga de N )e corrige el de la taBla Nel alor de 1 1ara otro) dato)

N

d

Concr$o

Rllno





CIMENTACIONES

CAPACIDAD DE CARGAMETODO MEEROF

DA3OSN 6380 Carga normal aplicada

170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin

0 0 nglo d inclinacin d la carga200 1on2m3 Po pc+co d Rllno4Concr$o

CARA INCLINADA O ECGN3RICA

eB 0005

B 1689

L 2489

ANCHO 2000 6578 659

LONGITUD 2500 L lt5=8

L lt5gt

FAC3ORES DE CA0ACIDAD DE CARA

Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4

6 J lt( lowast 6$ J(

5lt6〖1038389〗7+9lt4

69amp 5lt lowast (

6= 69amp 5lt = lowast (

6 4 7_ (plusmn( (

K 5 lowast ( (lowastlowast 6 4 7_ (plusmn( (

K 5 lowast ( (lowastlowast

7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno



FAC3ORES DE 0ROFUNDIDAD

1169gt=

PAA 10$

1000

1135+

FAC3ORES DE INCLINACIOacuteN

1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7

94_amp=lowast_lowast_lowast_lowast_ lowastlowast_lowast_lowast_lowast_+lowastlowast_lowast_lowast_lowast_

4_=_amp

()





CIMENTACIONES

CAPACIDAD DE CARGAMETODO DE BRINC ANSEN

638

0378

00065

1 1

17

25 25

) ampampamp+ - 6 gt$=L 6 +ampamp

FAC3ORES DE CA0ACIDAD DE CARA$$$ amp

N 6 gtamp$ +gt=$+$ Nc 6 gt=amp=amp

NT 6 =

FAC3ORES DE FORHAS DE LA CARA

Suelo T C Suelo C 6 amp

ST 6 ampamp Sc 6 amp+

Sc 6 =gt Sc 6 amp

S 6 gt

FAC3ORES DE 0ROFUNDIDAD amp

100 H 170 CUMPLE

Suelo T C Suelo C 6 ampdT 6 ampampamp dc 6 amp+

dc 6 +

d 6

amp

100 H 170 NO CUMPLE

Suelo T C Suelo C 6 ampdT 6 ampampamp dc 6 ampgtampamp

dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES

CAPACIDAD DE CARGAMETODO DE JESIC

638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt



UNIVERSIDAD NACIONALFacultad d

ESCUELA DE FORMACIOacuteN PRO

CIME

CAPACIDRESU

RESULTADOS BELL TERAGUIN $+ =+

N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)





ANIEL ALCIDES CARRIOacuteN Ingenieriacutea

ESIONAL DE INGENIERIacuteA CIVIL

TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC

gtamp$ gtamp$ gtamp$

= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +

+ ampampamp ampampamp

7789 61592 63153

25950 20531 21051















CIONAL DANIEL ALCIDES CARRIOacuteNFacultad de Ingenieriacutea

ACIOacuteN PROFESIONAL DE INGENIERIacuteA CIVIL

CIMENTACIONES

CAPACIDAD DE CARGADATOS

6380

038

00065

100 100

170 170



250







CIMENTACIONES


FORMULA GENERAL


DATOS


D$ampamp +$+


18

5900

358638

13823

13051 11956

8175


T+42

N

NC

T+42

N

( )4 +

5 6 〖〖 tan〗〖〗〗 7+

5 6 8tan〖 9〖 tan〖〗〗 7 〗

5 6 〖 tan〖〗〗 7

6 +9 lt4

Damp

Concr$o

Rllno





CIMENTACIONES


Elt+

DATOS




$ampampton4 $

N =+N gt=Ngt =amp

TABLA N 1 =gt= 1

79631 ton4

amp amp$+ amp + $gt

265 ton4amp ++ +amp ++ $amp + =$


N

d

Concr$o

Rllno





CIMENTACIONES



170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin



eB 0005

B 1689

L 2489

ANCHO 2000 6578 659


L lt5gt


Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4


5lt6〖1038389〗7+9lt4

69amp 5lt lowast (


6 4 7_ (plusmn( (



7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno




1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051















250







CIMENTACIONES


FORMULA GENERAL


DATOS


D$ampamp +$+


18

5900

358638

13823

13051 11956

8175


T+42

N

NC

T+42

N

( )4 +

5 6 〖〖 tan〗〖〗〗 7+

5 6 8tan〖 9〖 tan〖〗〗 7 〗

5 6 〖 tan〖〗〗 7

6 +9 lt4

Damp

Concr$o

Rllno





CIMENTACIONES


Elt+

DATOS




$ampampton4 $

N =+N gt=Ngt =amp

TABLA N 1 =gt= 1

79631 ton4

amp amp$+ amp + $gt

265 ton4amp ++ +amp ++ $amp + =$


N

d

Concr$o

Rllno





CIMENTACIONES



170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin



eB 0005

B 1689

L 2489

ANCHO 2000 6578 659


L lt5gt


Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4


5lt6〖1038389〗7+9lt4

69amp 5lt lowast (


6 4 7_ (plusmn( (



7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno




1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051



















CIMENTACIONES


FORMULA GENERAL


DATOS


D$ampamp +$+


18

5900

358638

13823

13051 11956

8175


T+42

N

NC

T+42

N

( )4 +

5 6 〖〖 tan〗〖〗〗 7+

5 6 8tan〖 9〖 tan〖〗〗 7 〗

5 6 〖 tan〖〗〗 7

6 +9 lt4

Damp

Concr$o

Rllno





CIMENTACIONES


Elt+

DATOS




$ampampton4 $

N =+N gt=Ngt =amp

TABLA N 1 =gt= 1

79631 ton4

amp amp$+ amp + $gt

265 ton4amp ++ +amp ++ $amp + =$


N

d

Concr$o

Rllno





CIMENTACIONES



170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin



eB 0005

B 1689

L 2489

ANCHO 2000 6578 659


L lt5gt


Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4


5lt6〖1038389〗7+9lt4

69amp 5lt lowast (


6 4 7_ (plusmn( (



7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno




1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051

















CIMENTACIONES


Elt+

DATOS




$ampampton4 $

N =+N gt=Ngt =amp

TABLA N 1 =gt= 1

79631 ton4

amp amp$+ amp + $gt

265 ton4amp ++ +amp ++ $amp + =$


N

d

Concr$o

Rllno





CIMENTACIONES



170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin



eB 0005

B 1689

L 2489

ANCHO 2000 6578 659


L lt5gt


Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4


5lt6〖1038389〗7+9lt4

69amp 5lt lowast (


6 4 7_ (plusmn( (



7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno




1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051

















CIMENTACIONES



170 Anco d la apa$a


Ml 038 Momn$o



( 00065 Fra )aal

180 Po pc+co dl lo


c 0 Coin



eB 0005

B 1689

L 2489

ANCHO 2000 6578 659


L lt5gt


Nq 16081 Nc 27432 N

FAC3ORES DE FORHA

2859

1457+

PAA 0$ PAA 10$

1000

1229=

rll4conc

Nlt

Sc

S S S

S S

7 lt = ( 〖1038389〗7+9lt4


5lt6〖1038389〗7+9lt4

69amp 5lt lowast (


6 4 7_ (plusmn( (



7K J= $_

7K J= $_

eM

N

(

d(c

Concr$o

Rllno




1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051
















1169gt=

PAA 10$

1000

1135+


1000

RESULTADOS

778

7784925950 Tamp()2

+=+amp

30

c

PAA 6 amp

q

q

+ c + q +

q-

q)

69ampP 5lt _ ( (

5 6=_ 5 69ampP 5lt =_ ( (

6J_=_ 4=amp7 5 6 4lt7


4_=_amp

()





CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051

















CIMENTACIONES


638

0378

00065

1 1

17

25 25




NT 6 =




Sc 6 =gt Sc 6 amp

S 6 gt


100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

d 6 13

amp6 W( 4 7K ( (

9amp (





CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051

















CIMENTACIONES


638

0378

00065

1 1

17

25 25



N 6 gtamp$ +gt=$+$

Nc 6 gt=amp=amp

NT 6 =




Sc 6 =gt Sc 6 amp

S 6


amp

100 H 170 CUMPLE


dc 6 +

d 6

amp

100 H 170 NO CUMPLE


dc 6

amp6 W( 4 7K ( (

9amp (

698 X ( Ytanlt





CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051

















CIME

CAPACIDRESU


N amp+ gt=

NK $ =ampS

S

SK

K

3586 79631

11955 265

T+42

(T+42)







TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051



















TACIONES

D DE CARGAMEN FINAL

METODOS

MEEROF ANSEN JESIC


= = == gt

+ =gt =gt

= ampamp ampamp

+

gt= + +


7789 61592 63153

25950 20531 21051













8. métodos para calculo de carga Última 1

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