Diseño de Pase Aereo Final.xls

DIME DI MENS NSIO IONA NAMI MIEN ENTO TO DE ACU ACUED EDUC UCT T 2 PUCU PU CULL LLO O  CC CCEL ELLO LO-U -UMI MI DE LA CO COMU MUNI NIDA DAD D CAM CAMPE PESI SINA NA DE AC ACOO-IA IA DIS DISTT-IT ITO O DE DE AC

F ( x )

0.17 0.39 0.69 1.07 1.55 2.75 3.48 4.30 5.21 6.19 7.26 8.44 11.00



2

L

( x 2



Lx )

Cal!lo "e #l!$o e% T!&er'a Parametro* -e*!lta"o U%i"a"e*

Diam Diamet etro ro CABL CABLE E TIPO TIPO BOA BOA (6x1 (6x19) 9) P!l Pe*o (+,m) -ot!ra (To%) 1 1//4'' 3 3//8'' 1/2'' 5/ 5/8'' 3//4'' 3 1 '' 1 1/8'' 1 1/4'' 1 3/8'' 1 1/2'' 1 5/8'' 1 3/4'' 2 ''

4 f 

2.67 5.95 10.44 16.20 23.20 40.70 51.30 63.00 75.70 89.70 104.00 121.00 156.00

Q Øint N S Yn A T P  ! " "l#

%$1084.000 lps 123.070 cm 0.010 0.0011 m/m 1.037 m 1.069 m² 0.897 m 2.861 m 0.374 m 1.014 m/s 0.296 S#&citic%

Dimensiones Nominales de la Barra de Construcción

Diametro !l m 1/4'' 1/ 3 3//8'' 1//2'' 1 5 5//8'' 3//4'' 3

0.64 0.95 1.27 1.59 1.91

Seio% Cm. Perimetro Pe*o Nomi%al m +,m 0.32 0.71 1.27 1.98 2.85

1.99 2.99 3.99 4.99 5.98

0.22 0.56 0.99 1.55 2.24

Carateri*tia* "e lo* P(s% (sp(c)*ic% +%nc( P(s% (sp(c)*ic% s#(l% (sist(nci, -(l +%nc( (sist(nci, -(l Ac(% (sist(nci, -(l S#(l% (sist(nci, t#&% *l(in

DIME DI MENS NSIO IONA NAMI MIEN ENTO TO DE ACU ACUED EDUC UCT T 2 PUCU PU CULL LLO O  CC CCEL ELLO LO-U -UMI MI DE LA CO COMU MUNI NIDA DAD D CAM CAMPE PESI SINA NA DE AC ACOO-IA IA DIS DISTT-IT ITO O DE DE AC 1 '''' 1 1/4'' 1 3/8'' 1 1/2''

2.54 3.18 3.49 3.81

5.07 7.92 9.58 11.40

7.98 9.97 10.97 11.97

DATOS2 e% ml :,o ;,ml P(s% #nit. -( l, t#&(),    P(s% #nit. (l c,&l( pincip,l  P(s% #nit. -( p(n-%l,s    Alt#, m,% -( p(n-%l, p(n-%l,  ;2 ;2 "1  -(l t,m% 1 -(l p#(nt(  "2  -(l t,m% 2 -(l p#(nt(

3.97 6.21 7.51 8.94

a%t 1261.87  63.00 16.20 2.33 1.339 1.334

An#l% *iccin int. s#(l +%(*ici(nt( -( %,mi(n

Pe*o Total "el P!e%te < = < , ml  inc. 5  p% ,cc(s%i%s P(s% -( t#&(i,  P(s% -( ,#, , t P(s% -(l A#, : 1069.26 p(s% -(l !i(nt% !i(nt% : 27.63 P(s% -( l, T#&(i, : 164.98 P(s% Am,-#, Ac(% : 0.00

> U&iai?% U&iai?% "e a&ra/a"era* : e%"ola* e%"ola* W F.S

= =

1234.24 kg /m 4.00

s I / " = W %² /& = = & s ' /W" l² = p (f(=)*fi=)+ / 6) < = l² 498647.01 cm² = l 706.15 cm Como longitud de cada tubo es 6.00 m. Se colocará !ndolas " abra#aderas $

<>

M

= <>

DIME DI MENS NSIO IONA NAMI MIEN ENTO TO DE ACU ACUED EDUC UCT T 2 PUCU PU CULL LLO O  CC CCEL ELLO LO-U -UMI MI DE LA CO COMU MUNI NIDA DAD D CAM CAMPE PESI SINA NA DE AC ACOO-IA IA DIS DISTT-IT ITO O DE DE AC Cal!lo lo%it!" "e e%"ola* (Lt) n#m(% -( -( P(n-%l,s P(n-%l,s : 8 Alt#, -( P(n-%l,s P(n-%l,s >m 0.80 2.00 ?%n. 1.96 1.50

3.20 1.19

4.40 1.03

5.60 1.03

6.80 1.18

>m ?%n. >m ?%n. ?p : 11.32 m ?tp : ?p2?,n

?, : ?tp :

0.40 m 17.72 m

C@l!lo lo%it!" total "e Ca&le (Lt) ?%nit#- c,&l( pincip,l @ n ?c

: :

*/? ?18n²/332n²n²/5

: :

Di*eo "e %"ola*2 P. t#&(i,  P.,cc(s%. P. p(n-%l,  ",ct% S(. ; m, -( P(n-%l,

630.94 B/m 4.00 B/m 16.20 B/m 4.00 ( 3 , 6 11.72 m

PesoTotal / pendola



S ( x

Acc )





Hz

P(s% t%t,l / p(n-%l, :

951.71 B.

T(nsin , l, %t#, p(n-%l,:

3.81 T%n

,

S( #s,C c,&l( -(

tio BOA 6 x 19

Di*eo "e Ca&le Pri%ial2 P. +,&l( Pincip,l :

63.00 63. 00 B B/m /m

P. p(n-%l,s2  ,cc(s%i%s :

730.34 B B/m

P(s% S%&(c,, : Psism% : Psism% :

50.00 50. 00 B B/m /m 0.18  P(s% 131.46 B/m

O+

0.13 10.45 m

8.00 1.48

DIME DI MENS NSIO IONA NAMI MIEN ENTO TO DE ACU ACUED EDUC UCT T 2 PUCU PU CULL LLO O  CC CCEL ELLO LO-U -UMI MI DE LA CO COMU MUNI NIDA DAD D CAM CAMPE PESI SINA NA DE AC ACOO-IA IA DIS DISTT-IT ITO O DE DE AC

P(s% l%n. mCim, :

974.80 B B/m

Tm,.s( :

10.19 T%n

",ct% -( s(#i-,- :

4.00

T(nsin m,.%t#, m,.%t# , :

(,l , #tili,

( 2 , 5

O+

40.76 T%n

1 1,>

S( #s,C c,&l( -(

tio BOA 6 x 19

Di*eo "el Mai/o "e A%la$e , ,t%s  (sist(nci, t,ccin -(l *i(% +%#,-% *'s  Es*#(% , c%mp(sin -(l c%nc(t% *'c  ",ct% -( s(#i-,- ".S.

@ @ @

4200.00 D D/cm² 210.00 D/cm² 1.50

& A(, -( (*#(% A

:

T / *'s".S. *'s".S.

:

14.56 cm²

:

Ö A4 / p 

:

4.31 cm

c i,m(t% -(l (*#(% -

Te%*i?% 7ori/o%tal < 7 <

FFFFF

>1/>2: >1/ >2:  G2 G2  2*1 2*1/ / G

; : Gi  >i ²/2.*i G1  >1 ²/2.*1 : G2  >2 ²/2.*2

>1/>2 :

1.0020

>1>2 :

10.45

T1 : G1  >1   1>1/2 .*1=2=0.5  "S1

T1 :

64

T2 : G2  >2   1>2/2 1>2/2 .*2=2=0.5  "S1

T2 :

64 ( T1  T2@

(s%lHi(n-% >1 : 5.23 >2 : 5.22

Te%*io%e* M@xima* e% e % Ca&le* Paralelo*

El a&le ri%ial *e "ime%*io%ara o% la m@xima te%*i?% A%!lo "e a%la$e

DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC

T,n a1 : I1 / -1

a1 :

T,n a2 : I2 / -2

a2 :

Torre 1 Torre .

ist,nci, Alt#, I 3.00 3.00 3.00 3.00

Pe*o "e la C@mara "e a%la$e Tip% -( S#(l% L,n% #(s% lim% % ,cill, %c, *im(

!,l% -( J 0.45 0.35 0.60

Pi : Ti/2  c%s Ki / J  Ti/2  s(n Ki P1 :

20101.53 D

P2 : ( P1 P2@

20092.82 D Pm, :

Co% e*to* e*o* *e "ime%*io%ara Lo%it!" Total "el Ca&le ?T : ? c,t(n,i,  ? ,ncl,$(

?>i : >i  1  2/3  *i / >i =2

? c,t(n,i, : ?>1  ?>2

?>1 : ?>2 :

? ,i

5.23 5.22

:  -i = 2  Ii = 2  = 0.5  2 c%sc Ki

? ,ncl,$( :  -1= 2  I1= 2  = 0.5  ?,i

?, :

C@l!lo : "i*eo "e ol!m%a* F Ao:o S( c%nsi-(, M#( l,s c%l#mn,s s( c%nst#iCn (mp%t,-%s (n (l t((n%. Alt#, -( c%l#mn,@ Ic : 3.00 m Alt#, ?i&( !%l,-i%@ IH : 2.50 m Alt#, -( (mp%t,mi(nt%@ I( : 0.50 m ist,nci, ,ncl,$(c%l#mn,@ ?,c : 3.00 m

14.14


DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC A%!lo "e i%li%ai?% Cate%aria F 7ori/o%tal ?, (st#ct#, M#( s%p%t,C l, c,, (s l, c%l#mn,cimi(nt%  ,ncl,$(s. P% t,nt% l%s ,n#l%s M#( *%m, (l c,&l( s%n@ a +,t(n,i, @ : AT,n4*/? : a1 "i$,-% @ : AT,nIc/?* :

Cara* 5ertiale* e% ol!m%a*

",ct% S(#i-,S(ccin -( c%l#mn, Ac : &: I: -: ,:

@ @ 456.15 cm² 25.00 cm 35.00 cm 31.00 cm 6.20 cm

! !1 S! ".S.

T/2S(na1 T/2S(nb1 !!1 5.00

: : : : 21.36 cm

: : :

S( ,-%pt,, #n, s(cci%

Cara* 7ori/o%tale* ; ;' S;

: 28637.63 D   : 22973.17 D  : 5664.46 D   !(i*ic,cin p% *l(in@ "%m#l, : 1/2; IH² /Æ*'-,/2 As :

H

1,.  S!/0.85

!s : S: AH"O-/!s s, Esti&%s Ø 3/8 1 R 0.05  R 0.15 (n c/(t(m%

A-MADU-A 5IA Mome%to or Pe*o Proio (M") 2

12745.03 10.88 4 !,ill,s

: :

6.53 3.24

: :

AH : 22539.15 14.64

G,> 

!(i*ic,cin p% c%t(@ u, : Æ 0.53 Ö*'c u : ;/&I Esti&%s c%n (*#(% inim%@

H

: :

I: -:

(t,-% -( +,,s  p% m(t% -( Hi,@ pp Hi,: ;&?2.4 T/m3 P(s% +,&l( Pincip,l@ S!/2 G- :  +Clc#l% -(l - p,, l, s(ccin ,l c(nt% -( l, l# s(ccin c)tic,

30.00 cm 26.00 cm 405.00 B 19158.28 B 196G. B

&: ,:

DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC S(Un i,. -( ?)n(, -(
10>G>1. !(i*ic,cin p% *l(in@ "%m#l, Asmin :pmin&2.145 cm² Amin Asm, :pm,&5.85 cm² Am, si # F m, %&l( (*#(% #':#m, 5293.502

Aero S!erior

H

!(i*ic,n-% (l ,m,-%@ Ac(%
Aero I%#erior

2.019 5.506 As' : 3 !,ill,s

,  2nØn11V& As : As'Asm,

17.84 As : 4 !,ill,s

G,> 

!(i*ic,n-% (l ,m,-%@ 2nØn11V& !(i*ic,cin p% c%t(@ u, : 0.53 Ö*'c u : G-/0.85&- Esti&%s c%n (*#(% inim%@

H

1,.  uu,

!s : S: AH"O/!s& s, Esti&%s Ø 1/2 1 R 0.05  R 0.15 (n c/(t(m%

23.24 : :

7.68 35.41

: :

AH : 27.73 15.35

DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC C@l!lo "e Cime%tai?% F Zaata Dime%*io%amie%to e% la%ta A A W

: : : @ @ @ @ @

P(s% -( Am,-#, P(s% -( 1 !i, P(s% -( 2 +%l#mn,s +,, -( s(Hici% P(s% p%pi% X,p,t, A >% ?,%  A  AncI%  W 

: : : :

".S.PcPsP/s t Ö A  1/2I& Ö A  1/2I& ?/2, : Ic&I gc : Ic&I gc : S! : .10P : SP : 22913.46 cm² 155.00 cm 310.00 cm 73.91 cm

0.00 D 360.00 D 1260.00 D 38316.55 D 162.00 D 40098.55 D ,: VF VF

Dime%*io%amie%to e% eleai?%2 As#mi(n-% -

:

72.50

; 

cm

: :

aF Por P!%/o%amie%to

I9 -

- /2 - /2 

I

-

&9-

2 / -

W

 G n

G n

is(% P# s# s#

@ : : :

1.5 +  1.8 +! P#/AW 1.27 D/cm²

P% !# Ap

: : :

2I&2- s#  Ap AW&-I-

!#

:

57549.77 D

!c &c !cm,

: : :

Æ 0.531.1/&cÖ*'c P% -

A

:

:

410.00 cm Ap @ Ap :

F At!a%te O+ K

F -e*i*te%te I/& Æ 1.1Ö*'c P% -

:

: 1.40 :

DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC &F Por Corta%te

-

2'

1

1' I

-

-

m -

I

&9-

W

&

m

G n

2

F At!a%te

A

m !#11 !#22

: : :

AI/2 s#  m-  A s#  m-  W

!c11 !c22

: :

Æ 0.53 Ö*'cAÆ 0.53 Ö*'cW-

:

137.50 +m !# : !# :

F -e*i*te%te !c !c

"F Por #lexi?% #

:

Ac(% S#p(i%

G#?H²/2P?H/2>0 /Æ*'-,/2 As : Asmin : pmin&-

H SH

G,>  (AF.rF),(A*,AF1)

AsT : ,sW/A

Ac(%
H SH

G,>  (BF.rF),(A*t,AF1)

s, Ac(% Ø 3/4 R 0.25 ,m&%s s(nti-%s

:

: :

?H : 155 66.45 Tnm : 28.53 : 40.46 AH : 2.85 : 22.21 = 23.49 AH : 2.85 : 22.52


C@l!lo "e E*ta&ili"a" Col!m%a "e Ao:o +,,s D P1 P2 P3 P S! S; T%t,l

W,% m 0.90 0.90 0.90 0.90 0.90 3.80

360.00 630.00 630.00 10713.60 38316.55 5664.46 50650.15 H : "S! : "S : &ic,cin -( (s#lt,nt(  : ( : W/3 :

O+ K -e*!lta%te "e%tr C@l!lo "e E*ta&ili"a" Blo!e "e A%la$e De*rii?%

Nome%lat!ra

AncI% -(l &l%M#( Ancl,$( ?,% -(l &l%M#( Ancl,$( Alt#, -( l, c,m,, Alt#, -( #&ic,cin -(l ,ncl,$(

Dim

A ? I 

a) #!er/a* !e at!a% *o&re la amara a1) or e#eto "el a!e"!to2 T(nsin -(l c,&l( @ T(nsin I%i%nt,l @ T(nsin H(tic,l @

T TI TH

: : :

20101.53 D 14213.92 D 14213.92 D

Gc !c

: :

19200.00 D 8.00 mZ

: :

+, 1600.00 D 14400.00 D

a.) or e*o roio "e la amara P(s% c,m,, !%l#m(n c,m,,

@ @

aG) or e#eto* "el terre%o *o&re la @mara +p Emp#$( ,ctiH% t((n% E, Emp#$( p,siH% t((n% Ep

: : :

3.000 1/2gs I²+, 1/2gsI²+p

S!matoria "e #!er/a* ori/o%tale*2 P

:

TI/#EpE,?E,2A#

:

DIMENSIONAMIENTO DE ACUEDUCT 2 PUCULLO  CCELLO-UMI DE LA COMUNIDAD CAMPESINA DE ACO-IA DIST-ITO DE AC P   H H

: : : : :

7374.81 D GcA/2Ep?E,2A#I/3 40106.67 Dm TITHA*E,?I/3 21085.23 Dm

5eri#iai?% al olteo : "e*li/amie%to2 "S! "S

: :

/H Gc/P

: :

1.90 2.60

U&iai?% "e re*!lta%te : eri#iai?% "e re*i?% *o&re *!elo2  ( A/3 Qm, Qm, Qmin

: : : : : :

H/Gc : A/2 : 0.67 m Gc/?A16(/A 0.49 D/cm² 0.47 D/cm²

0.99 m 0.01 m

5eri#iai?% or e!ili&rio "e #!er/a*

 "#(,s M#( s( %p%n(n ,l -(sli,mi(nt% "1 : Gc2TH#  "#(,s -(&i-% ,l (mp#$( p,siH% s%&( p,(- *%nt,l "(p : Ep?  "#(,s -(&i-% ,l (mp#$( ,ctiH% s%&( p,(-(s l,t(,l(s "(, : E,A  "#(,s -(&i-% , l, t(nsin I%i%nt,l -(l c,&l( *i$,-% TI : T c%s, ?#(%@ Z 1.5 TI S"1"(p"(, 28308.86 Z 21320.89 D

:

3691.14 D

:

28800.00 D

:

3200.00 D

:

14213.92 D

( LUZ 10 ML)  O-IA P-O5INCIA  DEPA-TAMENTO DE

DISEO DEL ACUEDUCTO ?%nit#- t#&% i,m(t% (t(n% t#&% i,m(t% int(n% t#&% i,m(t% t#&% P(s% #nit,i% t#&% +,&l( Pincip,l +,&l( -( P(n-%l, Alt#, m(n% -( p(n-%l, Alt#, -( T%( "l(cI, mCim, ",ct% S(. -( +,&l(s ",ct% S(. -( P(n-%l,s

materiale* a Utili/ar gc t% gs %

*'c *' ss st

? Ø( Øi Ø [

;% ;1 "m, ".S.1 ".S.2

2.40 1.80 210.00 4200.00 1.75 63.00

10.00 m 1310.10 mm 1230.70 mm 52.00 p#l 164.98 D/m 1 1/4 '' 5/8 '' 1.00 m 2.34 m 1.34 m 4.00 4.00

t%n/m3 t%n/m3 D/cm² D/cm² D/cm² D/cm²

( LUZ 10 ML)  O-IA P-O5INCIA  DEPA-TAMENTO DE fi ms

t% s#(l%

&% ll(n% B/m B/m B/m B/m

30.00 \ 0.40

 IiI%/2/s .1.05 G1 : 1414.82 G2 : 1414.75

-.) kg/cm

3199600.50 cm) 7.06 m S =

-.0 m


9.20 1.94


.



1  2*2 =0.5  < 

 << 

977.94 949.80 Tm,

64977.94


45.00 \ 45.00 \

J:

0.40

20101.53 D

a"a @mara "e a%la$e

?T :

24.60 m



28.18 \ 45.00 \

15343.38 D 22973.17 D 38316.55 D

-(

25.00

35.00 cm ²

Dm cm² VF

11.40 cm²

D/cm² D/cm²

O+ K 2.53

B cm

O+ K

25.00 cm 5.20 cm

?:

2.00 m

O+ K


+m +m +m

min m,

2026.26 Bm 5140.62 Bm 6.365 VF 12.215 VF

B/cm² B/cm²

O+ K 2.53

B/cm² cm

O+ K

5.94 cm²

O+ K O+ K

11.40 cm²

O+ K O+ K


30.00 cm 310.00 cm 180.00 cm 80 cm 7.50 cm

70859.80 D

p()m(t% %n, *,ll, A(, (nt( &%-(s  p()m(t% %n, *,ll, 45318.75 cm²

!# £ Æ !cm,

481739.24 D 402757.02 D


25588.26 D 14857.70 D

146725.01 D 85195.17 D cm cm² cm² cm cm²

O+ K

cm

O+ K

O+ K O+ K


%m(nt% Dm 324.00 567.00 567.00 9642.24 34484.90 21524.94 45585.14 21524.94 Dm 2.12 O+ K 5.16 O+ K (n l, &,s( 0.48 m 0.42 m 0.60 m

"el terio e%tral

%*io%e* (m) 2.00 2.00 2.00 0.00

0.333


O+ K O+ K

O+ K -e*!lta%te "e%tro "el terio e%tral O+ K O+ K

O+ K

DIMENSIONAMIENTO DE ACUEDUCT PTO2
F ( x )

0.17 0.39 0.69 1.07 1.55 2.75 3.48 4.30 5.21 6.19 7.26 8.44 11.00



2

L

( x 2



Lx )

Cal!lo "e #l!$o e% T!&er'a Parametro* -e*!lta"o U%i"a"e*

Diametro CABLE TIPO BOA (6x19) P!l Pe*o (+,m) -ot!ra (To%) 1/4'' 3/8'' 1/2'' 5/8'' 3/4'' 1 '' 1 1/8'' 1 1/4'' 1 3/8'' 1 1/2'' 1 5/8'' 1 3/4'' 2 ''

4 f 

2.67 5.95 10.44 16.20 23.20 40.70 51.30 63.00 75.70 89.70 104.00 121.00 156.00

Q Øint N S Yn A T P  ! " "l#

%$1084.000 lps 123.070 cm 0.010 0.0011 m/m 1.037 m 1.069 m² 0.897 m 2.861 m 0.374 m 1.014 m/s 0.296 S#&citic%

Dimensiones Nominales de la Barra de Construcción

Diametro !l m 1/4'' 3/8'' 1/2''

0.64 0.95 1.27

Seio% Cm. 0.32 0.71 1.27

Perimetro Pe*o Nomi%al m +,m 1.99 2.99 3.99

0.22 0.56 0.99

Carateri*tia* "e lo* P(s% (sp(c)*ic% +%nc( P(s% (sp(c)*ic% s#(l% (sist(nci, -(l +%nc( (sist(nci, -(l Ac(%

1.59 1.91 2.54 3.18 3.49 3.81

1.98 2.85 5.07 7.92 9.58 11.40

4.99 5.98 7.98 9.97 10.97 11.97

DATOS2 e% ml :,o ;,ml P(s% #nit. -( l, t#&(),    P(s% #nit. (l c,&l( pincip,l  P(s% #nit. -( p(n-%l,s    Alt#, m,% -( p(n-%l,  ;2 "1  -(l t,m% 1 -(l p#(nt(  "2  -(l t,m% 2 -(l p#(nt(

1.55 2.24 3.97 6.21 7.51 8.94

a%t

(sist(nci, -(l S#(l% (sist(nci, t#&% *l(in An#l% *iccin int. s#(l +%(*ici(nt( -( %,mi(n

Pe*o Total "el P!e%te < = < , ml

1261.87  312.00 ]W?E 16.20 3.96 2.480 2.458

 inc. 5  p% ,cc(s%i%s P(s% -( t#&(i,  P(s% -( ,#, , t P(s% -(l A#, : 1069.26 p(s% -(l !i(nt% : 27.63 P(s% -( l, T#&(i, : 164.98 P(s% Am,-#, Ac(% : 0.00

> U&iai?% "e a&ra/a"era* : e%"ola* W F.S

= =

1234.24 kg/m 4.00

s I / " = W %² /& = = & s ' /W" l² = p (f(=)*fi=)+ / 6) < = l² 498647.01 cm² = l 706.15 cm Como longitud de cada tubo es 6.00 m. Se colocará !ndolas " abra#aderas $

<>

M

= <>

DIMENSIONAMIENTO DE ACUEDUCT PTO2 m ?%n.

0.80 3.85

2.00 3.57

3.20 3.31

4.40 3.07

5.60 2.85

6.80 2.64

8.00 2.45

>m ?%n.

15.20 1.69

16.40 1.63

17.60 1.58

18.80 1.55

20.00 1.54

21.20 1.55

22.40 1.57

>m ?%n.

29.60 2.09 ?p : 69.91 m ?tp : ?p2?,n

30.80 2.24 ?, : ?tp :

32.00 2.40 0.40 m 96.31 m

33.20 2.58

34.40 2.78

35.60 3.00

36.80 3.24

C@l!lo lo%it!" total "e Ca&le (Lt) ?%nit#- c,&l( pincip,l @ n ?c

: :

*/? ?18n²/332n²n²/5

: :

Di*eo "e %"ola*2 P. t#&(i,  P.,cc(s%. P. p(n-%l,  ",ct% S(. ; m, -( P(n-%l,

630.94 B/m 4.00 B/m 16.20 B/m 4.00 ( 3 , 6 4.25 m

PesoTotal / pendola



S ( x



Acc )



Hz

P(s% t%t,l / p(n-%l, :

830.77 B.

T(nsin , l, %t#, p(n-%l,:

3.32 T%n

S( #s,C c,&l( -(

,

tio BOA 6 x 19

Di*eo "e Ca&le Pri%ial2 P. +,&l( Pincip,l :

312.00 B/m

P. p(n-%l,s2  ,cc(s%i%s :

979.34 B/m

P(s% S%&(c,, :

O+

50.00 B/m

0.06 40.40 m

0.18  P(s%

Psism% :

176.28 B/m

P(s% l%n. mCim, :

1517.62 B/m

Tm,.s( :

61.31 T%n

",ct% -( s(#i-,- :

4.00

T(nsin m,.%t#, :

(,l , #tili,

( 2 , 5

O+

245.24 T%n

.

S( #s,C c,&l( -(



tio BOA 6 x 19

DOBLE

Di*eo "el Mai/o "e A%la$e , ,t%s  (sist(nci, t,ccin -(l *i(% +%#,-% *'s  Es*#(% , c%mp(sin -(l c%nc(t% *'c  ",ct% -( s(#i-,- ".S.

@ @ @

4200.00 D/cm² 210.00 D/cm² 1.50

& A(, -( (*#(% A

:

T / *'s".S.

:

87.59 cm²

:

Ö A4 / p 

:

10.56 cm

c i,m(t% -(l (*#(% -

Te%*i?% 7ori/o%tal < 7 <

FFFFF

>1/>2:  G2  2*1/ G

; : Gi  >i ²/2.*i G1  >1 ²/2.*1 : G2  >2 ²/2.*2

>1/>2 :

1.0044

>1>2 :

40.40

T1 : G1  >1   1>1/2 .*1=2=0.5  "S1

T1 :

57

T2 : G2  >2   1>2/2 .*2=2=0.5  "S1

T2 :

57 ( T1  T2@

(s%lHi(n-% >1 : 20.24 >2 : 20.16

Te%*io%e* M@xima* e% Ca&le* Paralelo*

T,n a1 : I1 / -1

a1 :

T,n a2 : I2 / -2

a2 :

Torre 1 Torre .

ist,nci, Alt#, I 4.00 4.00 4.00 4.00

Pe*o "e la C@mara "e a%la$e Tip% -( S#(l% L,n% #(s% lim% % ,cill, %c, *im(

!,l% -( J 0.45 0.35 0.60

Pi : Ti/2  c%s Ki / J  Ti/2  s(n Ki P1 :

177315.24 D

P2 : ( P1 P2@

177269.57 D Pm, :

Co% e*to* e*o* *e "ime%*io%ara Lo%it!" Total "el Ca&le ?T : ? c,t(n,i,  ? ,ncl,$(

?>i : >i  1  2/3  *i / >i =2

? c,t(n,i, : ?>1  ?>2

?>1 : ?>2 :

20.24 20.16

?, :

16.97

? ,i

:  -i = 2  Ii = 2  = 0.5  2 c%sc Ki

? ,ncl,$( :  -1= 2  I1= 2  = 0.5  ?,i

C@l!lo : "i*eo "e ol!m%a* F Ao:o S( c%nsi-(, M#( l,s c%l#mn,s s( c%nst#iCn (mp%t,-%s (n (l t((n%. Alt#, -( c%l#mn,@ Ic : 4.00 m

IH : I( : ?,c :

3.50 m 0.50 m 4.00 m

Cara* 5ertiale* e% ol!m%a*

",ct% S(#i-,S(ccin -( c%l#mn, Ac : &: I: -: ,:

@ @ 3233.68 cm² 70.00 cm 90.00 cm 86.00 cm 17.20 cm

! !1 S! ".S.

T/2S(na1 T/2S(nb1 !!1 5.00

: : : : 56.87 cm

: : :

S( ,-%pt,, #n, s(cci%

Cara* 7ori/o%tale* ; ;' S;

: 278158.40 D   : 202645.99 D  : 75512.42 D   !(i*ic,cin p% *l(in@ "%m#l, : 1/2; IH² /Æ*'-,/2 As :

H

1

: 302049.67 : 92.92 19 !,ill,s 13.72



!(i*ic,n-% (l ,m,-%@ 2nØn11V& !(i*ic,cin p% c%t(@ u, : Æ 0.53 Ö*'c u : ;/&I Esti&%s c%n (*#(% inim%@

H

1,.  S!/0.85

!s : S: AH"O-/!s s, Esti&%s Ø 1/2 1 R 0.05  R 0.10 (n c/(t(m%

A-MADU-A 5IA Mome%to or Pe*o Proio (M") 2 (t,-% -( +,,s  p% m(t% -( Hi,@ pp Hi,: ;&?2.4 T/m3

I: -:

: :

6.53 5.99

: :

AH : 159781.92 5.73

60.00 cm 56.00 cm 2721.60 B

&: ,:

135814.63 B G- : 1GG6.G B  +Clc#l% -(l - p,, l, s(ccin ,l c(nt% -( l, l# s(ccin c)tic, S(Un i,. -( ?)n(, -( 006 - : S!?/4 :::F M" H J9J9110

..J116 !(i*ic,cin p% *l(in@ "%m#l, Asmin :pmin&12.936 cm² Amin Asm, :pm,&35.28 cm² Am, si # F m, %&l( (*#(% #':#m, 15497.820

Aero S!erior

H

!(i*ic,n-% (l ,m,-%@ Ac(%
Aero I%#erior

As' : 4 !,ill,s

,  2nØn11V& As : As'Asm,

1

21.97 As : 8 !,ill,s



!(i*ic,n-% (l ,m,-%@ 2nØn11V& !(i*ic,cin p% c%t(@ 0.53 Ö*'c u, : u : G-/0.85&- Esti&%s c%n (*#(% inim%@

H

4.348 11.859

1,.  uu,

!s : S: AH"O/!s& s, Esti&%s Ø 1/2 1 R 0.05  R 0.10 (n c/(t(m%

46.10 : :

7.68 41.58

: :

AH : 33.90 4.48

: : : @ @ @ @ @

P(s% -( Am,-#, P(s% -( 1 !i, P(s% -( 2 +%l#mn,s +,, -( s(Hici% P(s% p%pi% X,p,t, A >% ?,%  A  AncI%  W 

: : : :

".S.PcPsP/s t Ö A  1/2I& Ö A  1/2I& ?/2, : Ic&I gc : Ic&I gc : S! : .10P : SP : 114403.37 cm² 220.00 cm 440.00 cm 260.01 cm

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Diseño de Pase Aereo Final.xls

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