TOMSROMEROOLNDIPLOMADODECIMENTACTIONESPROFUNDAS

MODULONO.4INGCARLOSARCELEN

UnaEstructuraenunlagostasoportadoporunfrupodepilotesqueseencuentranparcialmentesumergidos.Calcularlafuerzaencadapilote.

ArcillaBlandaKs1= 1.2 Kg/cm

E= 14000*raiz(f'c)f'c= 350 Kg/cmE= 261916 Kg/cm*SeconsideraunpiloteprefabricadodeD= 45 cmW= 200 TI= 201289 cmEI= 5E+10 Kg.cmLe= 247.47 cm = 2.475 m

*Lalongitudlibredelpilote L= 400 cmLt= 647.5 cmn= 10

*Nmerodepilotes*FuerzaSobrelosPilotes

x1= 2.5 m y1= 2.5 m W/n= 20 T P1= 21.385 Tx2= 2.5 m y2= 0 m My= 55 T.m P2= 23.385 Tx3= 2.5 m y3= 2.5 m Mx= 30 T.m P3= 25.385 Tx4= 1.25 m y4= 0 m P4= 21.692 Tx5= 0 m y5= 2.5 m P5= 18 Tx6= 0 m y6= 2.5 m P6= 22 Tx7= 1.25 m y7= 0 m P7= 18.308 Tx8= 2.5 m y8= 2.5 m P8= 14.615 Tx9= 2.5 m y9= 0 m P9= 16.615 Tx10= 2.5 m y10= 2.5 m P10= 18.615 Tx= 40.63 m y= 37.5 m Pt= 200 T

*Lafuerzahorizontaldereportadeigualmaneraparacadapilote.Vx= 20 T eacc= 4.5 cmVy= 15 T Macc= 1.142 T.mMix= 6.47471 T.m Mtx= 7.617 T.mMiy= 4.85604 T.m Mty= 5.998 T.m

DIPLOMADODECIMENTACIONESPROFUNDAS

Le

4.0 m

6.00.5 2.5 2.5 0.5

1.25 1.25

0.5

0.5

2.5

2.5

1/4

1/5

*En Arcill

Le=1.4

*En Arena

1.8

S

EIK b

EILenn

2 2

W Myx MxyPin x y

2

10*

LVi V

teacc

Macc P eacc

*ConsiderandoelFactordeAmplificacin.Pu= 27.9231 T Max= 7.853 T.mFR= 0.75 May= 6.184 T.mPcr= 930897 Kg = 930.9 Tem= 1Fa= 1.03092

Pu= 27.92 T*Lasfuerzassobreelpilote Mux= 8.638 T.mqueseconsideranms Muy= 6.802 T.mdesfavorables. Vux= 2.2 T

Vuy= 1.65 T

*CalculodelArmadoex= 0.309 m *Para *Degrficaey= 0.244 m f'c= 350 Kg/cm q= 0.2ex/D= 0.687 fy= 4200 Kg/cm p= 0.0113ey/D= 0.541 d/D= 0.8 As= 18.025 cmr= 5 cm f*c= 280 Kg/cmD= 45 cm f''c= 238 Kg/cm *Seproponen8#5d= 35 cm K= 0.0773 Ab= 1.98 cm

R= 0.0531 No.B= 9

*PorCortanteVux= 2.2 T Estribosdel#3Vuy= 1.65 T Db= 1.59 cmS p=> 0.01 De= 0.95 cmb= 45 cm S= 20.85 cm OK!d= 45 cm S= 45.6 cmFR= 0.8 S= 22.5 cmVcr= 13554 Kg = 13.554 T asmin= 1.0341 cm*Vcr>VuNoserequierenestribos Ab= 0.71 cm

Av= 1.42 cm*Av>asminOK!

UnaEstructuraenunlagostasoportadoporunfrupodepilotesqueseencuentranparcialmentesumergidos.Calcularlafuerzaencadapilote.

ArcillaBlandaKs1= 1.2 Kg/cm

E= 14000*raiz(f'c)f'c= 300 Kg/cmE= 242487 Kg/cm*SeconsideraunpiloteprefabricadodeD= 45 cmW= 200 TI= 201289 cmEI= 5E+10 Kg.cmLe= 242.75 cm = 2.427 m

2

2

Fr EIPcrL

1meFa PuPcr

2

3

''

''

''

PuKFRD f c

MuRFRD f c

fyq pf c

AspAc

6.0

1.0 2.0 2.0 1.0

1.0

1.0

2.0

2.0

Le

4.0

m

1/4

1/5

*En Arcill

Le=1.4

*En Arena

1.8

S

EIK b

EILenn

0.5 *850 *

48/ 2

*0.3 "

Vcr FRbd f c

S Dbfy

S DeS D

D Sasmn f cfy

*Lalongitudlibredelpilote L= 400 cmLt= 642.7 cmn= 9

*Nmerodepilotes*FuerzaSobrelosPilotes

x1= 2 m W/n= 22.2222 T P1= 17.639 Tx2= 0 m My= 55 T.m P2= 22.222 Tx3= 2 m P3= 26.806 Tx4= 2 m P4= 17.639 Tx5= 0 m P5= 22.222 Tx6= 2 m P6= 26.806 Tx7= 2 m P7= 17.639 Tx8= 0 m P8= 22.222 Tx9= 2 m P9= 26.806 Tx= 24 m Pt= 200 T*Lafuerzahorizontaldereportadeigualmaneraparacadapilote.

Vx= 20 T eacc= 4.5 cmVy= 0 T Macc= 1.206 T.mMix= 7.14165 T.m Mtx= 8.348 T.mMiy= 0 T.m Mty= T.m

*ConsiderandoelFactordeAmplificacin.Pu= 29.4861 T Max= 8.639 T.mFR= 0.75 May= 0 T.mPcr= 874555 Kg = 874.6 Tem= 1Fa= 1.03489

Pu= 29.49 T*Lasfuerzassobreelpilote Mux= 9.503 T.mqueseconsideranms Muy= 0 T.mdesfavorables. Vux= 2.444 T

Vuy= 0 T

*CalculodelArmadoex= 0.322 m *Para *Degrficaey= 0 m f'c= 300 Kg/cm q= 0.2ex/D= 0.716 fy= 4200 Kg/cm p= 0.0097ey/D= 0 d/D= 0.8 As= 15.45 cmr= 5 cm f*c= 240 Kg/cmD= 45 cm f''c= 204 Kg/cm *Seproponen8#5d= 35 cm K= 0.0952 Ab= 1.98 cm

R= 0.0682 No.B= 8

*PorCortanteVux= 2.4444 T Estribosdel#3Vuy= 0 T Db= 1.59 cmS p=> 0.01 De= 0.95 cmb= 45 cm S= 20.85 cm OK!d= 45 cm S= 45.6 cmFR= 0.8 S= 22.5 cmVcr= 12548 Kg = 12.548 T asmin= 0.9574 cm*Vcr>VuNoserequierenestribos Ab= 0.71 cm

Av= 1.42 cm *Av>asminOK!

2 2

W Myx MxyPin x y

2

10*

LVi V

teacc

Macc P eacc

2

2

Fr EIPcrL

1meFa PuPcr

2

3

''

''

''

PuKFRD f c

MuRFRD f c

fyq pf c

AspAc

0.5 *850 *

48/ 2

*0.3 "

Vcr FRbd f c

S Dbfy

S DeS D

D Sasmn f cfy