analisis estructural - oficial

7/26/2019 Analisis Estructural - Oficial

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UNIVERSIDAD TECNOLGICA DE PANAM

FACULTAD DE INGENIERA CIVIL

INGENIERA CIVIL

INGENIERA GEOTCNICA

PROYECTO DE DISEO DE CIMENTACIONES PROFUNDAS

(Anlisis Estructural)

ALTAMIRANO, ANEL 9-731-1767

CHONG, MIGUEL 8-86-!8!

ENCALADA, CRISTHIAN 8-8""-936

MORENO DE LA CRU#, RAMSS 8-8-!3!3

PROF$% ING$ &RENDA SERRACN DE ALVARE#

GRUPO% 1IC-!"


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LUNES ! DE 'UNIO DE !(13

!


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NDICE GENERA

PRO)ECTO DE DISE*O DE CIMENTACIONES PROFUNDAS$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$!

1$ ANLISIS ESTRUCTURAL$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$!

1$1$ G++./0.+2 +/ 45+4$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$!

1$!$ N4.2 5 24:.+ + 02+;4$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$!

1$3$ D+200+4?04 + /. +2==.$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$3

1$"$ N4+/.=. +/ 02+;4 >+4?04$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$6

!$ &.2+2 +/ @/=/4$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7

!$1$1$ M.+0./+2$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7

!$1$!$ F=04./0. + /. +2==.$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7

!$1$3$ C40.04+2 + .>.$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7

3$ C.>.2 + >.B+.$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$8

$ C.>. + S024$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$1(

$1$ P.242 .. /. ++0.0


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PROYECTO DE DISEO DE CIMENTACIONES PROFUNDAS

!" AN#ISIS ESTRUCTURA

!"!" G$n$rali%a%$s %$l &r'$ct'

L. 20>=0++ +40. ?0. 2+ +/.4.. . .0 +/ .@/0202 +2==./ +=. +004 + >. ./=., + +/ =./ 2+ +2=0.. 5 B+0.. + .+.0=042. +/ ++4 + /.2 .>.2 + >.B+., 2024 5 B0+4 24+ +2+ 5

+ 42+=+0. 44 0.2 =+.2 ++.2 0=5+ + .+.20>0.0B. + /. ++0.0.2 =+ 2+ .20+ ./ 2=+/4$

!"" N'r*as s'+t,ar$ %$ %is$-'

S+ .+< 44 .+0./ + +++0. .. /. +/.4.0=0++ 4=+.0=J. + 02+;4 + /. ASCE Minimun Design Loads for Buildings and

Other Estructures- R+>/.+4 E2==./ P..+;4 KREP-(

P.. +./0. +/ .@/0202 +2==./ 2+ =0/0.4 /42 20>=0++2 4>..2%

- H4. +/++4?0. + /. +2==. R+>=/.

S02+. E2==./ S024+202++ M=42 C4.+2

!


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!"1" Dis$-' 2$'*3tric' %$ la $structura

4ISTA DE EE4ACI5N

3


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PANTA AR6UIT7CTONICA (ESTACIONAMIENTOS)


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PANTA AR6UIT7CTONICA (APARTAMENTOS)

!"8" N'*$nclatura %$l %is$-' 2$'*3tric'

"


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PANTA AR6UIT7CTONICA (NOMENCATURA)

6


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" 9as$s %$l clcul'

"!"!" Mat$rial$s

Mat$rial R$sist$ncia

A+4 +2==./ 2+> /. 4.0B. ASTM36 F5% 36 20 F=% "8 20

H40>=0++2 .>.2 5 40.04+2 + .>.%

D% C.>. =+. K.>. + +24 404 .>. =+. 0=+2.L% C.>. B0B.

L% C.>. B0B. + +4

E% S024

E% S024 + /. 0+0


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E5% S024 + /. 0+0*?)

A02/.0+4 + . +

B004 ($(6" REP-( T./. !$1

G52= ($1 REP-( T./. !$!

M42.042 K3(Q3( 1$" REP-( T./. !$3

R++//4 ($!" REP-( T./. !$

&/4=+2 + 6 1$8

8


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V+..2 ($(3

T.=+ + .>=. 19$6!

P+24 P404 C4/=.2 +20.4L42.2 +20.4

Tabla de las Cargas Vivas

Car2a


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1" Car2a %$ Sis*'

P.. 4+ ++0. /42 ++42 + /. .>. + 2024 + +/ +004 +42+004 =2. +/ E2+4 + R+2=+2., 4.4 /.2 20>=0++2

420+.04+2%- S+ .2=0< =+ +/ +004 2+ +=+. + /. C0=. P..@- E/ 202+. +2==./ 2024 +202++ 24 =42 4.+2 +

4+4 +4.4$- E/ 04 + 2=+/4 . =0/0. 2+> /. /.20.0


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REACI5N ENTRE A 4EOCIDAD DE ONDAS S Y E N@MERO DE GOPESDE ENSAYO DE PENETRACI5N ESTANDAR

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A/ 4++ =. B+/40. + 4. S 4+04 + !77 Y2 +4+2B+0.42 4 /. S+0


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analisis estructural - oficial

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