ESTRIBO_10_SANTIVAÑEZ

7/26/2019 ESTRIBO_10_SANTIVAEZ

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1

DISEO DEL ESTRIBO 10 METROSPUENTE VEHICULAR MANUEL

Lpuente 10:=

CARGA MUERTA de la reaccion por cortante en el diseo de la losa

Rcm 38tonf:=

CARGA VIVA de la tabla AASHTO para 1 carril

Rcv 23360kgf 1:= Rcv 25.75 ton f=

FRENAO A!"ICAO A 1#$%

Ffrenado 0.05 9.35kN

mLpuente 80kN+

:=

Ffrenado 884.604 kgf=

VIENTO SO&RE CARGA VIVA

VIENTO SO&RE CARGA VIVA 'lon(it)dinal*

Flongtudnal!cv

60kgf

mLpuente

2:=

Flongtudnal!cv 300 kg=

VIENTO SO&RE CARGA VIVA 'trans+ersal*

Ftran"ver"al!cv

150kgf

mLpuente

2:=

Ftran"ver"al!cv 750 kg=


2/20

2

VIENTO SO&RE CARGA MUERTA 's)perestr)ct)ra*

Area unitaria losa#vga!$!lo"a 0.75:=

%area!vga 1m #vga!$!lo"a:=

%area!vga 0.75 m2=

Area el !aranao ti"o P#$

%po" te" 0.9m 0.2:= %po" te" 0.18m2=

%&arand a" 0.12m 1.8 m 2:= %&aranda" 0.432m2=

%po"te" %&arand a"+

20.306m

2=

%total!"uper %area!vga

%po"t e" %&arand a"+

2+:=

%total!"uper 1.056m2=

%area!vga

#vga!$!lo"a

2

%po" te"

2#vga!$!lo"a

0.9m

2+

+ 0.12m 1.8 m

2#vga!$!lo"a 0.37m+( )+

0.12m 1.8 m2

#vga!$!lo"a +( +

%total!"uper

=

'( 0.642 m=

VIENTO SO&RE CARGA MUERTA 'lon(it)dinal*

Flongtudnal!cm

60kgf

m2

%total!"uper

1m Lpuente

0.3

2:=

Flongtudnal!cm 95.04 kgf=


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3

VIENTO SO&RE CARGA MUERTA 'trans+ersal*

Ftran"ver"al!cm

250kgf

m2

%total!"uper

1m Lpuente

2

:=

Ftran"ver"al!cm 1320 kg=

RESUMEN E CARGAS !ARA UN METRO E ANCHO

Le"tr&o 5.6:=

Car%a &uerta ')Rcm

Le"tr&o

:= ') 6155.896 kgf

m=

Car%a 'i'a '*Rcv

Le"tr&o

:= '* 4171.429 kgf

m=

(renao FLFfrenado

Le"tr&o

:=FL 157.965

kgf

m=

Viento su"erestru)tura lon%ituinal +long!cm

Flongtudnal!cm

0.3

Le"tr&o

:= +long!cm 56.571 kgf

m=

+long!cv

Flongtudnal!cv

Le"tr&o

:= +long!cv 53.571kgf

m=Viento so!re )ar%a 'i'a lon%ituinal


4/20

4

Datos estri!o "ara "eso "ro"io

a 0.5:=g 0.65:= , 1.4:=

" 1800kgf

m3

:= 0.5:=& 0.25:=

k 0.10:= 35deg:= c 60c:=

- 0.2:=# 0.6:=

d 0.5:=n 1.6:=

c 2400kgf

m3

:=e 0.50:= p n + k+ ,+:=

p 3.6m=

'F 0.6:= f 3.55:= # an t 0.2:=

/ c d+ e+ g+ +:=

/ 5.8 m=d e+ g+ f+ 5.2m=

Elemento Area Brazo AreaxBrazo

I %1 & c := 1 &

2:= % 1 % 1 1:=

%1 0.15m2= 1 0.125m= %1 0.019 m

3=

II %2 d a &+ := 2 a &+2

:= % 2 % 2 2:=

%2 0.375m2= 2 0.375 m=

%2 0.141 m3=

%3 0.5 e &:= 3 2

3&:= % 3 % 3 3:=

%3 0.063m2= 3 0.167 m=

%3 0.01 m3=

%4 a e:= 4 &a

2+:= %4 %4 4:=

%4 0.25m2= 4 0.5 m= %4 0.125 m

3=

%5 f a:= 5 & a

2+:= %5 %5 5:=

%5 1.775m2

= 5 0.5 m= %5 0.888 m3

=


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5

*% 6 0.5f k := 6

2

3k := %6 %6 6:=

%6 0.178m2= 6 0.067 m= %6 0.012 m

3=

% t ota l % 1 % 2+ %3+ %4+ %5+ %6+ :=

%total 1.194 m3

=

%total %1 %2+ %3+ %4+ %5+ %6+ :=

%total 2.79m2

=

%total

%total:=

0.428m=

E&"u*e el Terreno +E,"ara esta!ilia

35 deg= / 5.8 m=

1 m 1

2 " / / 2 #+ tan 45 deg

2

2

:=

9901.977 kg=

$ /

3

/ 3 #+/ 2 #+

:=

$ 2.099m=

Para el ise-o el 'asta%o

v 1 m 1

2 " / g / g 2 #+ tan 45 deg

2

2

:=

v 7975.847 kg=

$v / g

3

/ g 3 #+/ g 2 #+

:=

$v 1.879m=


6/20

6

Gr I 1.3*(D+1.67*L+1.3*E)

Gr II 1.3*(D+1.3*E+W)

Gr III 1.3*(D+L+1.3*E+.3*W+WL+L!)

.ru"os e )ar%a "ara esta!ilia ser'i)io

Gr I D+L+E 1"

Gr II D+E+W 125"

Gr III D+E+.3*W+WL+L! 125"

D/E ETAPA DE CONSTRUCCION

Car%a Peso Brao Mo&ento en A

'asta%o va" %totalc 1 := va" n a+ k+ := )va" va" va":=

va" 6696 kg= va" 1.772m= )va" 11865.3m kg=

a"ata ap p g c 1 := ap p

2:= )ap ap ap:=

ap 5616 kg= ap 1.8m= )ap 10108.8m kg=

relleno "ost rell!po" p n k / g " 1:=

rell!po" p n k

2n+ + +:=

)rell!po" rell!po" rell!po":=

rell!po" 12978 kg= rell!po" 2.9 m= )rell!po" 37636.2m kg=

relleno ante ant n #ant " 1:=

antn

2:=

)ant ant ant:=

ant 576 kg= ant 0.8m= )ant 460.8m kgf=

Co&!ina)iones e )ar%a.ru"os e )ar%a "ara ise-o rotura


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7

Su&a e los &o&entos esta!iliantes

)r )va" )ap+ )rell!po"+ )ant+:=

)r 60071.1 kgf=

Su&a e los &o&entos esesta!iliantes

)v $:=)v 20784.72 kgf=

Su&a e las 2ueras 3oriontales

F/ := F/ 9901.977 kg=

Su&a e las 2ueras 'erti)ales

Fv va" ap+ rell!po"+ ant+:=

Fv 25866 kg=

VERI(ICACION DE CONDICIONES + VOLTEO 4 DESLIAMIENTO ,

Vol)a&iento F"v )r

)v:= F"v 2.89=

Deslia&iento F"d 'FFvF/

:= F"d 1.567=

.r I D/L/E ETAPA DE SERVICIO


'asta%o va"! %totalc 1 := va"! n + k+ := )va"! va"! va"!:=

va"! 6696 kg= va"! 1.772m= )va"! 11865.3m kg=

a"ata ap! p g c 1 := ap!p

2:= )ap! ap! ap!:=

ap! 5616 kg= ap! 1.8m= )ap! 10108.8m kg=

relleno "ost rell!p o" ! p n k / g " 1:=

rell!po"!p n k

2n+ + k+:=

)rell!po"! rell!po" rell!po":=

rell!po"! 12978 kg= rell!po"! 2.9m= )rell!po"! 37636.2 m kg=

relleno ante an t! n # an t " 1:=


8/20

#

ant! n

2:=

)ant! ant! ant!:=

ant! 576 kg= ant! 0.8m= )ant! 460.8m kg=

Car%a &uerta Su"erestru)tura

'muerta! ') 1:= va"! 1.772m= )muerta! 'muerta!va"!:=

'muerta! 6155.896 kg= )muerta! 10908.237 m kgf=

Car%a 'i'a Su"erestru)tura

'vva! '* 1:= 'vva! 4171.429 kgf= )vva! 'vva!va"!:=

)vva! 7391.764 m kg=


) r! ) va" ! ) ap !+ )rell!po"!+ )ant!+ )muerta!+ )vva!+:=

)r! 78371.101 kgf=


9901.977 kgf= $ 2.099m=

)v! $:= )v! 20784.72 kgf=


F/! := F/! 9901.977 kg=


Fv! va"! ap!+ rell!po"!+ ant!+ 'muerta!+ 'vva!+:=

Fv! 36193.325 kg=

VERI(ICACION CONDICIONES + VOLTEO5 DESLIAMIENTO 4 PRESIONES EN EL SUELO ,

Vol)a&iento F"v!)r!

)v!:= F"v! 3.771= MA4OR A 6

Deslia&iento F"d! 'FFv!

F/!:= F"d! 2.193= MA4OR A 178

!)r! )v!

Fv!:= ! 1.591 m= e!

p

2!:=

e! 0.209m= &enor a p

60.6m=

1Fv!

p 1 m1 6

e!

p+

:= 1 1.355

kgf

cm2

= adm 1.2 kgf

cm2

:=


9/20

$

2Fv!

p 1 m1 6

e!

p

:= 2 0.655

kgf

cm2

=

Fv!

p 1 m1.005

kgf

cm2

=1 2+

2

1.005 kgf

cm2

=

Esta!ilia estao e ser'i)io

.r II D/E/9


'asta%o va"! %totalc 1 := va"! n + k+ := )va"! va"! va"!:=

va"! 6696 kgf= va"! 1.772 m= )va"! 11865.3 m kg=

a"ata ap! p g c 1 := ap!p

2:= )ap! ap! ap!:=

ap! 5616 kg= ap! 1.8m= )ap! 10108.8m kgf=

relleno "ost rell! po "! p n k / g " 1:=

rell!po"!p n k

2n+ + +:=

)rell!po"! rell!po" rell!po":=rell!po" ! 12978 kgf= rell!po"! 2.9m= )rell!po"! 37636.2 m kg=

relleno ante ant! n #ant " 1:=

ant!n

2:=

)ant! ant! ant!:=

ant! 576 kgf= ant! 0.8m= )ant! 460.8m kgf=


'muerta! ') 1:= va"! 1.772 m= )muerta! 'muerta!va"!:=

'muerta! 6155.896 kg= )muerta! 10908.237 m kg=

En"u*e E

9901.977 kgf= $ 2.099m=

)! $:= )! 20784.72 kgf=


10/20

1

Car%a e 'iento Su"erestru)tura

+long!cm 56.571kgf

m=

+

+

long!cm

1:= +!

'( f+ d+ e+ g+:= )+!long!"up!

+

+!

:=

+ 56.571 kg= +! 5.842m= )+!long!"up! 330.472m kgf=


F/! 0.3 ++:= F/! 9918.948 kg=


Fv! va"! ap!+ rell!po"!+ ant!+ 'muerta!+:=

Fv! 32021.896 kgf=


)r! )va"! )ap!+ )rell!po"!+ )ant!+ )muerta!+:=

)r! 70979.337 kgf=


)v! )! )+!long!"up!+:=

)v! 21115.192 kgf=

VERI(ICACION CONDICIONES + VOLTEO5 DESLIAMIENTO 4 PRESIONES EN EL SUELO ,

Vol)a&iento F"v! )r!

)v!:= F"v! 3.362= MA4OR A 6

Deslia&iento F" d! 'FFv!F/!

:= F"d! 1.937= MA4OR A 178

! )r! )v!

Fv!:= ! 1.557m= e!

p

2!:=

e! 0.243 m= menor a p

60.6m=

1Fv!p 1 m

1 6 e!

p+ := 1 1.249

kgf

cm2

= adm 1.2 kgf

cm2

=

2Fv!

p 1 m1 6

e!

p

:= 2 0.53

kgf

cm2

=

Fv!p 1 m

0.889 kgf

cm2

=1 2+

20.889

kgf

cm2

=


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11

Esta!ilia estao e ser'i)io

.r III D/L/E/07$9/9L/L(


'asta%o va"! %totalc 1 := va" ! n + k+ := )va"! va"! va"!:=

va"! 6696 kg= va"! 1.772 m= )va"! 11865.3 m kg=

a"ata ap! p g c 1 := ap! p

2:= )ap! ap! ap!:=

ap! 5616 kg= ap! 1.8m= )ap! 10108.8 m kg=

relleno "ost rell! po "! p n k / g " 1:=

rell!po"! p n k

2n+ + +:=

)rell!po"! rell!po" rell!po":=

rell!po" ! 12978 kg= rell!po"! 2.9 m= )rell!po"! 37636.2 m kg=

relleno ante ant! n #ant " 1:=

ant!n

2:=

)ant! ant! ant!:=

ant! 576 kg= ant! 0.8m= )ant! 460.8 m kgf=


'muerta! ') 1:= va"! 1.772 m= )muerta! 'muerta! va"!:=

'muerta! 6155.896 kg= )muerta! 10908.237 m kgf=


'vva! '* 1:='vva! 4171.429 kgf= )vva! 'vva! va"!:=

)vva! 7391.764 m kg=

Car%a e 'iento lon%ituinal en Su"erestru)tura

+long!cm 56.571 kgf

m=


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+ +long!cm1:= +! '( f+ d+ e+ g+:= )+!long!"up! ++!:=

+ 56.571 kgf= +! 5.842m= )+!long!"up! 330.472m kg=

Car%a e 'iento lon%ituinal So!re )ar%a 'i'a

+long!cv 53.571kgf

m=

+!long!cv +long!cv 1:= +!!long!cv 1 .8m f + d+ e+ g+ c+:=

+!long!cv 53.571 kg= +!!long!cv 7.6m=

)+!long!cv! +!long!cv +!!long!cv:=

)+!long!cv! 407.143m kg=

Car%a e 2renao

FL 157.965 kgf

m=

FL FL 1:= LF! '( f+ d+ e+ g+:= )LF! FLLF!:=

FL 157.965 kg= LF! 5.842 m= )LF! 922.78 m kg=


)r! )va"! )ap!+ )rell!po"!+ )ant!+ )muerta!+ )vva!+:=

)r! 78371.101 kgf=


) v! $ )+!long!"up!+ )+!long!cv!+ )LF!+:= )v! 22445.115 kgf=


F/! ++ +!long!cv+ FL+:=

F/! 10170.084 kg=


Fv! va"! ap!+ rell!po"!+ ant!+ 'muerta!+ 'vva!+:=

Fv! 36193.325 kg=


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Vol)a&iento F"v! )r!

)v!:= F"v! 3.492= MA4OR A 6

Deslia&iento F"d! 'FFv!

F/!:= F"d! 2.135= MA4OR A 178

! )r! )v!

Fv!:= ! 1.545m= e!

p

2!:=

e! 0.255 m= menor a p

60.6m=

1Fv!

p 1 m1 6

e!

p+

:= 1 1.432

kgf

cm2

= adm 1.2 kgf

cm2

=

2Fv!

p 1 m1 6

e!

p := 2 0.578

kgf

cm2=

Fv!p 1 m

1.005 kgf

cm2

=1 2+

21.005

kgf

cm2

=

Analisis Estru)tural

Cal)ulo e Mo&ento en la !ase el Vasta%o

.r I 17$:+D/17;


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) ))!!e"tructural )*!!e"tructural+ ).e"tructural+:=

1.3) 26690.355 m kg=

)u

1.3)

:=

)u 26690.355 m kg=

.r II 17$:+D/17$:E/9,


')!!e"tructural ') 1:= 0.08 ))!!e"tructural ')!!e"tructural 0.08m :=

')!!e"tructural 6155.896 kg= ))!!e"tructural 492.472m kg=

E&"u*e

e"tructural 10368.601 kg= ).e"tructural 19481.268 m kg=


+long!cm 56.571kgf

m=

+ 56.571 kg= +! 5.842m= )+!long!"up! 330.472m kgf=

MOMENTO ULTIMO

) ))!!e"tructural ).e"tructural+ )+!long!"up!+:=

1.3) 26395.475 m kgf=

)u 1.3) :=

)u 26395.475 m kgf=

.r III 17$:+D/L/17$:E/07$:9/9L/L(,

Car%a PesoBrao Mo&ento en B


')!!e"tructural ') 1:= 0.08 ))!!e"tructural ')!!e"tructural 0.08m :=

')!!e"tructural 6155.896 kg= ))!!e"tructural 492.472m kg=


'*!!e"tructural '* 1:= 0.08 )*!!e"tructural '*!!e"tructural 0.08m :=

MOMENTO ULTIMO


15/20

15

'*!!e"tructural 4171.429 kg= )*!!e"tructural 333.714m kg=

E&"u*e

e"tructural 10368.601 kg= ).e"tructural 19481.268 m kg=


+long!cm 56.571 kgf

m=

+!e"tructural 0.3 +long!cm1 m( ):=

+!e"tructural 16.971 kgf=

+!!e"tructural '( f+ d+ e+:=

+!!e"tructural 5.192m=

)+!long!"up!!e"tructural +!e"tructural+!!e"tructural:=

)+!long!"up!!e"tructural 88.11m kg=

Car%a e 'iento lon%ituinal So!re )ar%a 'i'a

+long!cv 53.571 kgf

m=

+!long!cv 53.571 kg= +!!long!cv!e"tructural 1.8m f + d+ e+ c+:=

+!!long!cv!e"tructural 6.95m=

)+!long!cv!!e"tructural +!long!cv +!!long!cv!e"tructural:=

)+!long!cv!!e"tructural 372.321m kgf=

MOMENTO ULTIMO

))!!e"tructural )*!!e"tructural+ ).e"tructural+ )+!long!"up!!e"tructural+ )+!long!cv!!e"tructural+:=

1.3) 26998.251 m kg=

)u 1.3) :=


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16

)u 26998.251 m kg=

)u 26395.475 m kg=

)u 26690.355 m kg=

iseo del re,)er-o de acero de pantalla

)u 26395.475 m kg= f$ 4200 kgf

cm2

:= fc 210kgf

cm2

:=

)u )u:=

d k+ 7.5c:= d 0.525m=

& 100 c:=

Ru)u

0.9 & d2:=

Ru 108836.488 kgf

m2

=

0.85fc

f$

1 1 2 Ru

0.85fc :=

0.002676= %R

mn!muro" 0.002:=

Ar&aura Prin)i"al

%" 1.33 d &:=

%" 18.682 cm2=

%" 0.0033 d &:=

%" 17.325 cm2

= 16 % & 11

Ar&aura Trans'ersal Prin)i"al

& 1 m= !tranver"a l!prncpal 0.001:=d

0.5m 0.6m+

2:=

%" !tranver"al!prncpal d &:=

% " 5.5 cm2= 12 % & 2

Ar&aura Posterior Verti)al

!po "teror 0.0006:=d

0.5m 0.6m+

2:=


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%" !po"t eror d &:=

% " 3.3 cm2= 12 % & 2

Ar&aura Tans'ersal Posterior

!tran"v er"al!po "t eror 0.001:=d

0.5m 0.6m+2

:=

%" !tran" ver"al!po" teror d &:=

%" 5.5 cm2

= 12 % & 2

Para"etoc 0.6 m=

0.0033 0.25 m 100 cm 8.25 cm2

=16 % & 15

'araeto traneral

0.0018 0.25 m c 2.7 cm2

=10 % & 2

Dise-o e la a"ata !a*o )ar%as el %ru"o I

.r I 17$:+D/17;


18/20

1#

PRESIONES EN EL SUELO

!!e" truc)r!!e"tructural )v!!e"tructural

Fv!!e"tructural:= !!e" truc 1.444m=

e!!e"trucp

2!!e" truc:=

e!!e"truc 0.356 m= &enor a p

60.6m=

1!e"trucFv!!e"tructural

p 1 m1 6

e!!e"truc

p+

:= 1!e"truc 2.243

kgf

cm2

=

2!e"trucFv!!e"tructural

p 1 m1 6

e!!e"truc

p

:= 2!e"truc 0.573

kgf

cm2

=

%p n 0.15m+ :

p 1!e"truc 2!e"truc+:=

% 1.725 kgf

cm2

=

MOMENTOS EN A 4 B

)%

% n 0.15m+ 2

2

1

31!e"truc %( ) n 0.15m+

2+

1:=

)% 31704.303 kgf=

)u )%:=

d g 7.5c:= d 0.575m=

& 100 c:=

Ru)u

0.9 & d2:=

Ru 106546.701 kgf

m2

=

0.85fc

f$

1 1 2 Ru

0.85fc

:=

0.002617= %R

mn 0.0018:=


19/20

1$

%" 1.33 d &:=

%" 20.017 cm2=

%" 0.0033 d &:=

%" 18.975 cm2

= 20 % & 15

Ar&aura Trans'ersal

& 1 m= !tranv er"al 0.0008:=d g 7c:=

%" !tranv er"al d &:=

%" 4.64 cm2= 12 % & 2

)

1.3rell!po"! , 0.15m+ 2

2 1 m:=) 20266.769 m kg=

)u ):=

d g 7.5c:= d 0.575m=

& 100 c:=

Ru)u

0.9 & d2:=

Ru 68109.285 1

m2

kg=

0.85fc

f$

1 1 2 Ru

0.85fc :=

0.001654= %R

mn 0.0018:=

Ar&aura Prin)i"al

% " 1.33 d &:=

%" 12.648 cm2

= 20 % & 15

%" 0.0033 d &:=

%" 18.975 cm2=

Ar&aura Trans'ersal

& 1 m= !tranv er"al 0.0008=d g 7c:=

%" !tranv er"al d &:=

Ar&aura Prin)i"al


20/20

2

%" 4.64 cm2

= 12 % & 2

ESTRIBO_10_SANTIVAÑEZ

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Transcript of ESTRIBO_10_SANTIVAÑEZ