Polo Terminado

8/16/2019 Polo Terminado

1/448

DIMENSIONADO ESTRUCTURAL

lugar: canchaque und.

f´c 21. !g"c#$

.% !g"c#$

Ta&'quer'a 1. !g"#$ Aca&ad() 1. !g"#$)"c Of'c'na 2*. !g"#$)"c A+(,ea 1. !g"#$

-.-.Al'gerad( . !g"#$

2/. !g"#0

1. #N.. 31.* #

N4 de 5')() .Lu+ L'&re 67.-.8 9. #Lu+ L'&re 67.S.8 *. #Lu+ L'&re 6Al'g.8 *. #

Al,ura de 5ara5e,( 1. # Al,ura de a5a,a .9 #

d'#en)'(nad( e),ruc,ural

1.3 d'#en)'(na#'en,( de l()a al'gerada calcul(

Espesor losa (H=luz/40) .1

2.3 D'#en)'(na#'en,( de la 'ga 5r'nc'5al calcul(

h ; lu+"11 .**

b = h/2 ( ≥ 25 cm.) .2<

.3D'#en)'(na#'en,( de 'ga )ecundar'a calcul(

h ; lu+"1/ .9

b = h/2 ( ≥ 25 cm.) .1%

/.3d'#en)'(na#'en,( de c(lu#na65(r,'c(358

Kc ≥ Kv

calcul(

./9

*.3d'#en)'(na#'en,( de c(lu#na65(r,'c(3)8

Kc ≥ Kv

Al,ura de ed'f'c'( 6hn8

bc=

b

v bc = bv=30cm

hc³ = (h

v³ * L

c)

/L

v

bc=

b

v bc = bv=25cm

t σ

ºC δ


2/448

calcul(

.*hc³ = (hv³ * Lc) /Lv


3/448

a)u#'#()

.2

a)u#'#()

.**

.

a)u#'#()

./

.2*

a)u#'#()

.*


4/448

a)u#'#()

.*


5/448

C(lu#na C31

Carga) Muer,a)

Descripcion ancho (a) largo(l)

P.P. Zapata A B

-.-. C(lu#na. area: .2-.-. 7'ga -r'nc'5al. . 2.9

-.-. 7'ga Secundar'a. .2* 2.1*

-.-. Aca&ad() 5ara -')() . 2.*

-.-. -ara5e,( .1* *.2%

-.-. Ta&'quer'a . 2.*

-.-. de l()a. area: *.22

Peso total de las cargas muertas

Carga) 7'a)Descripcion ancho (a) largo(l)

S"C C.COMERCIAL . 2.*

S"C A+(,ea . 2.*

Peso total de las cargas vivas

PESO TOTAL A!"A #$E!TA 2%&&3.%'

PESO TOTAL A!"A A &*500.00

PESO PA!AL 25'&3.%'

PESO ZAPATA 5+(Peso parcial) %*2',.%-PESO TOTAL(g) 2,*2&0.35

/iensiones /e la col1na

h 0.5

0.5

C(lu#na C32

Carga) Muer,a)


P.P. Zapata A B

-.-. C(lu#na. area: .1

-.-. 7'ga -r'nc'5al. . 2.%%

-.-. 7'ga Secundar'a. .2* /.*

-.-. Aca&ad() 5ara -')() . *.


6/448

-.-. -ara5e,( .1* /.*

-.-. Ta&'quer'a . *.

-.-. de l()a. area: 12.%>


Carga) 7'a)

Descripcion ancho (a) largo(l)S"C C.COMERCIAL . *.

S"C A+(,ea . *.


PESO TOTAL A!"A #$E!TA 3253.&

PESO TOTAL A!"A A '*000.00

PESO PA!AL &%53.&

PESO ZAPATA 5+(Peso parcial) 2*0'2.-'

PESO TOTAL(g) &3*'&-.53


h 0.25

0.5

C(lu#na C3Carga) Muer,a)


P.P. Zapata A B


-.-. 7'ga -r'nc'5al. . *.*

-.-. 7'ga Secundar'a. .2* 2.*

-.-. Aca&ad() 5ara -')() 9. 2.*

-.-. -ara5e,( .1* *.*

-.-. Ta&'quer'a 9. 2.*

-.-. de l()a. area: 12.9/


Carga) 7'a)


S"C C.COMERCIAL 9. 2.*

S"C A+(,ea 9. 2.*



7/448

PESO TOTAL A!"A #$E!TA 3&&-&.,5

PESO TOTAL A!"A A '*000.00

PESO PA!AL &3&-&.,5

PESO ZAPATA 5+(Peso parcial) 2*%,3.2&

PESO TOTAL(g) &5*-3,.''


h 0.5

0.3

C(lu#na C3/

Carga) Muer,a)Descripcion ancho (a) largo(l)

P.P. Zapata A B

-.-. C(lu#na. area: .1*

-.-. 7'ga -r'nc'5al. . *.*

-.-. 7'ga Secundar'a. .2* 2.*

-.-. Aca&ad() 5ara -')() 9. 2.*

-.-. -ara5e,( .1* *.*

-.-. Ta&'quer'a 9. 2.*

-.-. de l()a. area: 12.91


Carga) 7'a)


S"C C.COMERCIAL 9. 2.*

S"C A+(,ea 9. 2.*


PESO TOTAL A!"A #$E!TA 35030.25

PESO TOTAL A!"A A '*000.00PESO PA!AL &&030.25

PESO ZAPATA 5+(Peso parcial) 2*20%.5%

PESO TOTAL(g) &-*23%.,-


h 0.5


8/448

0.5

C(lu#na C3*

Carga) Muer,a)

Descripcion ancho (a) largo(l)P.P. Zapata A B


-.-. 7'ga -r'nc'5al. . *.


9/448

-.-. Aca&ad() 5ara -')() 9. *.

-.-. -ara5e,( .1*

-.-. Ta&'quer'a 9. *.

-.-. de l()a. 2


10/448

3 * 2.* /.>

3 9 /. 2.1

CUADRO N?3 -ESO TOTAL DE LA ES

AREA TRI@UTARIA -ESO -OR AREA TRI@UTARIA

1 %>.1*

2 */9>.>

/ *9191.%1

9 9*%19.1

-ESO

-ESO

calculo de la viga de cimentacion

TOMAMOS LA ZAPATA DE LA COLUMNA MAS CRTCA

4c =

hap =

A =

4iga /e cientacion4c () hap ()

0.35 0.&

zapvc I I 2=


11/448

METRADO DE CAR=AS

alt1ra(h) P.E canti/a/ peso(g)

0.-0 2&00 %.00 %&&0.00 AB

>.% 2/ 1. /


12/448

1. 1% 1. 121*.

1 . /*.

. 11*>.% 2/ 1. 2>/.

.** 2/ . 9*/.

./ 2/ . 19>2.

1 . /*.

1. 1% 1. 1/%*.

1 . /*.

. 11


13/448

PESO TOTAL(g) 5&,0'.''

capaci/a/ portante ( 6g72 ) 8 (apata)

000.00 2.03

A (apata)

3.50

9t(g72) : 9a(

000.00 : ,*23


0.-0 2&00 %.00 %&&0.00 AB

>.% 2/ 1. *2%.

.** 2/ . 9*/.

./ 2/ . 19>2.

1 . /*.

1. 1% 1. 1/%*.

1 . /*.

. 11*1.2*

*.2* B


*. 1. .

PESO TOTAL(g) 5,%%.%-


000.00 2.-,

A (apata)

2.,0

9t(g72) : 9a(

000.00 : ,*55


14/448

alt1ra(h) P.E canti/a/ peso(g)0.-0 2&00 %.00 %&&0.00 AB

>.% 2/ 1. 2>/.

.** 2/ . 9%/2.%%

./ 2/ . 2/.

1 . >.

1. 1% 1. .

1 . >.

. 2/1>.%

*9.% 2/ 1. 2>/.

.** 2/ . 9*/.

./ 2/ . %/.


15/448

1 . >.

1. 1% 1. .

1 . >.

. .

22>%. B


*. 1. 1*.

1. 1. .

1%.

PESO TOTAL(g) -5%-.%0


000.00 2.03A (apata)

&.20

9t(g72) : 9a(

000.00 : ,*2

@ a)u#'d( 6#8 A a)u#'d( 6#8

2.1 2.2

.

2.1 .9

2. 2.*

2.1 /.


16/448

RUCTURA

N? 7ECES -ESO6!g8

/ 1**/1>.>%

2 11/29. -T 6Tn.8 Area del

2 1>22.9 %>>./9 2

2 1192.2

OTAL 6g8 %>>/9.9*

OTAL 6,n8 %>>./9

0.35

0.&

%.'0

A () h4c ()

%.'0 !"# vc I I α

α

≅

≤≤1

3

.

bvc

A Hz hvc

zaα

=


17/448

%&&0.00AB

AS$##OS 8 ()

$"%!AS$##OS A ()$"$!

72) +

-.% %.0'

8=/


18/448

%&&0.00 AB

AS$##OS 8 ()

&"'!

AS$##OS A ()%"(!

72) +

%.2 %.0&

%&&0.00 AB

8=/


19/448

AS$##OS 8 ()

$"%!AS$##OS A ()

&")!

72) +

-.,, %.%%

%&&0.00 AB

AS$##OS 8 ()

$"'!AS$##OS A ()

$"#!

72) +

5.3% %.0-

8=/

8=/


20/448

%&&0.00 AB

AS$##OS 8 ()*"(!

AS$##OS A ()

$"+!

72) +

'.'& %.02

8=/


21/448

%&&0.00 AB

AS$##OS 8 ()

$"%!AS$##OS A ()

*"&!

72) +

.-0 %.%0

8=/


22/448

a#en,( el -e)( 5(r #2 de&e )er alreded(r de .% Tn."#2

Terren( N4 de 5')() Tn."#2

1.11 O

=%.5

ap


23/448

Este teorea nos /a el o

COLUMNAS DSE,O

COLUMNAS DSE,O


24/448

COLUMNAS DSE,O


25/448

COLUMNAS DSE,O


26/448

COLUMNAS DSE,O


27/448

TEOREMA DE STEento /e inercia /e 1n c1erpo c1an/o el e;e /e rotaci % 30 50

A > 2 20 25

Sismo Alternado en la Direcci-n .5.

0igura 1 2cm"3 4 2cm"3

5A > % 50 30

A > 2 25 20

CALC

Sismo Alternado en la Direcci-n ./.

Direcci-n 0igura 1 2cm"3 4 2cm"3

A > % 50 25


28/448

/ A > 2



5A > % 25 50

A > 2

CALC



/

A > % 30 50

A > 2



5A > % 50 30

A > 2


29/448



/ A > % 30 50

A > 2 20 25



5A > % 50 30

A > 2 25 20

CALC



/ A > % 50 25

A > 2



5A > % 25 50

A > 2


30/448

CALC



/

A > % 30 50

A > 2



5A > % 50 30

A > 2


31/448

NERo a 1n e;e /e rotaci


32/448

0 0.00. .

%$+!

%250 2-0&%-.-, 25 %2.525.00 %2.50

0 0.00

%$+!

ULO DE NERCAS POR EL TEOREMA DE STENER

%500 3%2500.00 %5 25%5.00 25.00

0 0.00%+!!

%500 %%2500.00 %5 25%5.00 25.00

0 0.00

%+!!

A 2cm$3 8c 57c /7c 5c / c

A 2cm$3 6c 57c /7c 5c / c

A 2cm$3 8c 57c /7c 5c / c


33/448

%500 3%2500.00 %5 252%.25 25.00

500 2-0&%.-, &0 25

$!!!

%500 %%2500.00 %5 252%.25 25.00

500 %----.-, &0 25

$!!!


%250 -5%0&.%, 25 %2.525.00 %2.50

0 0.00

%$+!

%250 2-0&%-.-, 25 %2.525.00 %2.50

0 0.00

A 2cm$3 6c 57c /7c 5c / c

A 2cm$3 8c 57c /7c 5c / c

A 2cm$3 6c 57c /7c 5c / c

A 2cm$3 8c 57c /7c 5c / c


34/448

%$+!


%500 3%2500.00 %5 25%5.00 25.00

0 0.00%+!!

%500 %%2500.00 %5 25%5.00 25.00

0 0.00

%+!!

A 2cm$3 6c 57c /7c 5c / c

A 2cm$3 8c 57c /7c 5c / c


35/448

d>3.%3 &('%&+"*>'.3

d

-.25 &)&+*%"'%.,5

d

0.00 )+%!*"$

6 2cm*

3

8 2cm*3

6 2cm*3


36/448

%2.50

d

0.00 $)!*%)"'25.00

d

0.00 &%$+!!"!

25.00

d

0.00 %%$+!!"!%5.00

8 2cm*3

6 2cm*3

8 2cm*3


37/448

d0.00 &+*%"'0.00

d

-.25 &)&+*%"'%.,5

d

0.00 )+%!*"$%2.50

d

0.00 $)!*%)"'25.00

6 2cm*

3

8 2cm*3

6 2cm*3

8 2cm*3


38/448

d

0.00 &%$+!!"!

25.00

d

0.00 %%$+!!"!%5.00

6 2cm*3

8 2cm*3


39/448


40/448

rigide9 lateral a1soluta teorica o ideal 2 D: 3

D: ; 2%$E$3

Rigide9 Lateral Relativa teorica o ideal 2 D7 3 ;


41/448

ANALSS EN EL EE 5 5 orticos rinciales

&er PSO

!igi/eces

Eleento (c.&) L (c) 6 (c3)

> % 3-35&%.---, 2&5 %&3.&

> 2 2-0&%-.---, 2&5 %0-2.'3

> 3 %%2500 2&5 &5'.%

> & 3-35&%.---, 2&5 %&3.&

> 5 2-0&%-.---, 2&5 %0-2.'3

> - 3%2500 2&5 %2,5.5%

Rigideces vigasEleento (c.) h (c.) (c.&)

(%>2)* port A 25 &0 %33333.3

(2>3)* port A 25 &0 %33333.3

(3>&)* port A 25 &0 %33333.3

(%>2)* port 8 25 &0 %33333.3 (2>3)* port 8 25 &0 %33333.3

(3>&)* port 8 25 &0 %33333.3

(%>2)* port 25 &0 %33333.3

(2>3)* port 25 &0 %33333.3

(3>&)* port 25 &0 %33333.3

(%>2)* port D 25 &0 %33333.3

(2>3)* port D 25 &0 %33333.3

(3>&)* port D 25 &0 %33333.3

PORTICO "A"

EFe) Ele#en,( Kc Ele#en,(

eje A > % 1./% (%>2)

eje B > 2 1.9 (%>2)* (2>3)


42/448

eje C > 2 1.9 (2>3)* (3>&)

eje D > % 1./% (3>&)

EFe) 6GG8

eje A .< 2.>< .12/

eje B . 3 ./9 (%>2)

eje B > 5 1.9 (%>2)* (2>3)eje C > 5 1.9 (2>3)* (3>&)

eje D > 3 ./9 (3>&)

EFe) 6GG8

eje A .* .>2 .%1eje B .


43/448

eje A > & 1./% (%>2)eje B > - 1.2% (%>2)* (2>3)

eje C > - 1.2% (2>3)* (3>&)

eje D > & 1./% (3>&)

EFe) 6GG8

eje A .9 2.>< .121/eje B . 2 1.9 (%>2)* (2>3)

eje C > 2 1.9 (2>3)* (3>&)

eje D > % 1./% (3>&)

EFe) 6GG8

eje A .< 2.>< .12/eje B .


44/448

!igi/eces


> % 3-35&%.---, 2&5 %&3.&

> 2 2-0&%-.---, 2&5 %0-2.'3 > 3 %%2500 2&5 &5'.%

> & 3-35&%.---, 2&5 %&3.&

> 5 2-0&%-.---, 2&5 %0-2.'3

> - 3%2500 2&5 %2,5.5%

Rigideces vigas

Eleento (c.) h (c.) (c.&)

(%>2)* port A 25 &0 %33333.3

(2>3)* port A 25 &0 %33333.3

(3>&)* port A 25 &0 %33333.3

(%>2)* port 8 25 &0 %33333.3

(2>3)* port 8 25 &0 %33333.3

(3>&)* port 8 25 &0 %33333.3

(%>2)* port 25 &0 %33333.3

(2>3)* port 25 &0 %33333.3

(3>&)* port 25 &0 %33333.3

(%>2)* port D 25 &0 %33333.3

(2>3)* port D 25 &0 %33333.3

(3>&)* port D 25 &0 %33333.3

PORTICO "A"


eje A > % 1./% (%>2)

eje B > 2 1.9 (%>2)* (2>3)

eje C > 2 1.9 (2>3)* (3>&)eje D > % 1./% (3>&)

EFe) 6GG8Su#a,(r'a (Kv) 2 (Kc)


45/448

eje A .< 2.>< .12/

eje B . 3 ./9 (%>2)

eje B > 5 1.9 (%>2)* (2>3)

eje C > 5 1.9 (2>3)* (3>&)eje D > 3 ./9 (3>&)

EFe) 6GG8

eje A .* .>2 .%1eje B . & 1./% (%>2)

eje B > - 1.2% (%>2)* (2>3)

eje C > - 1.2% (2>3)* (3>&)

eje D > & 1./% (3>&)

Su#a,(r'a (Kv) 2 (Kc)


46/448

EFe) 6GG8

eje A .9 2.>< .121/eje B . 2 1.9 (%>2)* (2>3)eje C > 2 1.9 (2>3)* (3>&)

eje D > % 1./% (3>&)

EFe) 6GG8

eje A .< 2.>< .12/eje B .


47/448

> % 3-35&%.---, 3&0 %0-'.2&

> 2 2-0&%-.---, 3&0 ,-5.'3

> 3 %%2500 3&0 330.

> & 3-35&%.---, 3&0 %0-'.2&

> 5 2-0&%-.---, 3&0 ,-5.'3

> - 3%2500 3&0 '%'.%2


(%>2)* port A 25 &0 %33333.3

(2>3)* port A 25 &0 %33333.3

(3>&)* port A 25 &0 %33333.3

(%>2)* port 8 25 &0 %33333.3

(2>3)* port 8 25 &0 %33333.3

(3>&)* port 8 25 &0 %33333.3

(%>2)* port 25 &0 %33333.3

(2>3)* port 25 &0 %33333.3

(3>&)* port 25 &0 %33333.3

(%>2)* port D 25 &0 %33333.3

(2>3)* port D 25 &0 %33333.3

(3>&)* port D 25 &0 %33333.3

PORTICO "A"


eje A > % 1.< (%>2)

eje B > 2 .2)* (2>3)

eje C > 2 .3)* (3>&)

eje D > % 1.< (3>&)

EFe) 6GG8

eje A .< 1.< .//>eje B .


48/448

PORTICO "B"


eje A > 3 . (%>2)eje B > 5 .2)* (2>3)

eje C > 5 .3)* (3>&)

eje D > 3 . (3>&)

EFe) 6GG8

eje A .* . 1.92eje B .%eje C .%

eje D .* . 1.92

RIGIDEZ LATERAL RELATIVA

PORTICO "C"


eje A > & 1.< (%>2)

eje B > - .>2 (%>2)* (2>3)

eje C > - .>2 (2>3)* (3>&)

eje D > & 1.< (3>&)

EFe) 6GG8

eje A .9 1.< ./eje B .2 .


49/448

PORTICO "D"


eje A > % 1.< (%>2)eje B > 2 .2)* (2>3)

eje C > 2 .3)* (3>&)

eje D > % 1.< (3>&)

EFe) 6GG8

eje A .< 1.< ./eje B .


50/448


51/448

Determinación de Constantes de Resorte en X.


52/448

2F3

< ; G


53/448

(6c)col1na

%.&

%.0-

0.&-

%.&

%.0-

%.2

L (c) 6 (c3) (6c)4iga

,23 %&.&%-,%' 0.%

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

,5 %,5.'0%&'52 0.%,&0 %0.%0%02 0.%

,5 %,5.'0%&'52 0.%

,&0 %0.%0%02 0.%

,,5 %,2.0&30%0 0.%,

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%

7'ga) EH'),en,e) (Kc) viga


54/448

.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.*> .%< -&.& &3.&- 3.,,

.1/9 .1*9 &-.%' &3.&- -.,-.1/9 .1*9 &-.%' &3.&- -.,-

.*> .%< -&.& &3.&- 3.,,

3,.*1 Das total $%"!'

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.191 .


55/448

3 .1% 3 .1%.1% .1< .1% .1<.1< .1% .1< .1%

.1% 2 .1% 2

a D? Ds Das

.*< .%* -&.& &3.&- 3.-'.121 .1** 55.&3 &3.&- -.,2.121 .1** 55.&3 &3.&- -.,2

.*< .%* -&.& &3.&- 3.-'

3,.40 Das total $!"#&

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.*> .%< -&.& &3.&- 3.,,.1/9 .1*9 &-.%' &3.&- -.,-

.1/9 .1*9 &-.%' &3.&- -.,-

.*> .%< -&.& &3.&- 3.,,

3,.*1 Das total $%"!'

#$")*

D ; a H Kc


D ; a H Kc


56/448

(6c)col1na

%.&

%.0-0.&-

%.&

%.0-

%.2

L (c) 6 (c3) (6c)4iga inercia en las vi

,23 %&.&%-,%' 0.% 4iga /e los porticos p

,&0 %0.%0%02 0.% 4iga /e los porticos se

,23 %&.&%-,%' 0.%

,5 %,5.'0%&'52 0.%

,&0 %0.%0%02 0.%

,5 %,5.'0%&'52 0.%

,&0 %0.%0%02 0.%

,,5 %,2.0&30%0 0.%,

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

'ga31 'ga32 'ga3 'ga3/

3 .1% 3 .1%

.1% .1% .1% .1%

.1% .1% .1% .1%.1% 2 .1% 2

a D? Ds Das


D ; a H Kc


57/448

.*> .%< -&.& &3.&- 3.,,

.1/9 .1*9 &-.%' &3.&- -.,-

.1/9 .1*9 &-.%' &3.&- -.,-

.*> .%< -&.& &3.&- 3.,,

3,.*1 Das total $%"!'

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%

.1% .1% .1% .1%.1% 2 .1% 2

a D? Ds Das

.191 .


58/448

a D? Ds Das

.*< .%* -&.& &3.&- 3.-'

.121 .1** 55.&3 &3.&- -.,2.121 .1** 55.&3 &3.&- -.,2

.*< .%* -&.& &3.&- 3.-'3,.40 Das total $!"#&

'ga31 'ga32 'ga3 'ga3/

3 .1% 3 .1%.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.*> .%< -&.& &3.&- 3.,,.1/9 .1*9 &-.%' &3.&- -.,-

.1/9 .1*9 &-.%' &3.&- -.,-

.*> .%< -&.& &3.&- 3.,,

3,.*1 Das total $%"!'

#$")*

(6c)col1na

D ; a H Kc


D ; a H Kc


59/448

%.0,

0.,,

0.33

%.0,

0.,,

0.'2

L (c) 6 (c3) (6c)4iga inercia en las vi,23 %&.&%-,%' 0.% 4iga /e los porticos priari

,&0 %0.%0%02 0.% 4iga /e los porticos se

,23 %&.&%-,%' 0.%

,5 %,5.'0%&'52 0.%

,&0 %0.%0%02 0.%

,5 %,5.'0%&'52 0.%

,&0 %0.%0%02 0.%

,,5 %,2.0&30%0 0.%,

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

,&0 %0.%0%02 0.%

,23 %&.&%-,%' 0.%

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.9 .%* 2&.%3 22.5- .-'./>2 .2 .


60/448

'ga31 'ga32 'ga3 'ga3/3 .1% 3 .1%

.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.*1 .19> %0.3- 22.5- 3.%./%% .


61/448

'ga31 'ga32 'ga3 'ga3/

3 .1% 3 .1%.1% .1% .1% .1%.1% .1% .1% .1%

.1% 2 .1% 2

a D? Ds Das

.9 .%* 2&.%3 22.5- .-'./>2 .2 .


62/448


63/448


64/448


65/448


66/448


67/448


68/448

gas 1 2cm3 42cm3 A2cm$3 2cm*3

riarios &0 ,5 3000 %&0-250

1n/arios 25.00 &0.00 %000 %33333.3333


69/448


70/448


71/448

gas 1 2cm3 42cm3 A2cm$3 2cm*3s &0 ,5 3000 %&0-250

1n/arios 25.00 &0.00 %000 %33333.3333


72/448


73/448


74/448


75/448


76/448

rigide9 lateral a1soluta teorica o ideal 2 D: 3

D: ; 2%$E$3

Rigide9 Lateral Relativa teorica o ideal 2 D7 3 ;


77/448

ANALSS EN EL EE 5 5 orticos rinciales

&er PSO

!igi/eces


> % @!EB 2-5 @!EB

> 2 2-5 @AL$EB

> 3 2-5 @AL$EB

> & 2-5 @AL$EB

> 5 2-5 @AL$EB

> - 2-5 @AL$EB


(A>8)* port % 25.00 &0.00 %33333.3

(8>)* port % 25.00 &0.00 %33333.3 (>D)* port % 25.00 &0.00 %33333.3

(A>8)* port 2 25.00 &0.00 %33333.3

(8>)* port 2 25.00 &0.00 %33333.3

(>D)* port 2 25.00 &0.00 %33333.3

(A>8)* port 3 25.00 &0.00 %33333.3

(8>)* port 3 25.00 &0.00 %33333.3

(>D)* port 3 25.00 &0.00 %33333.3

(A>8)* port & 25.00 &0.00 %33333.3

(8>)* port & 25.00 &0.00 %33333.3

(>D)* port & 25.00 &0.00 %33333.3

PORTICO "1"


Da1s ; D 8 Ds


78/448

eje / > % RE (A>8)eje + > 3 7ALUE (A>8)* (8>)

eje > & (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8

eje / .*9 RE REeje + 1.1eje 1.1

eje . .*9


PORTICO "2"


eje / > 2 7ALUE (A>8)

eje + > 5 7ALUE (A>8)* (8>)

eje > - (8>)* (>D)

eje . > 2 7ALUE (>D)

EFe) 6GG8

eje / .*2 7ALUE 7ALUEeje + 1.9eje 1.<

eje . .*


PORTICO "3"




7'ga


79/448

eje / > 2 7ALUE (A>8)eje + > 5 7ALUE (A>8)* (8>)

eje > - (8>)* (>D)


EFe) 6GG8


eje . .*


PORTICO "4"


eje / > % RE (A>8)

eje + > 3 7ALUE (A>8)* (8>)

eje > & (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8

eje / .*9 RE RE

eje + 1.1

eje 1.1

eje . .*9


entoces e K !e "eso"te !e #i c$a"to nive se"a%

$do PSO




80/448

!igi/eces


> % @!EB 2-5 @!EB

> 2 2-5 @AL$EB

> 3 2-5 @AL$EB

> & 2-5 @AL$EB

> 5 2-5 @AL$EB

> - 2-5 @AL$EB


(A>8)* port % 25.00 &0.00 %33333.3

(8>)* port % 25.00 &0.00 %33333.3

(>D)* port % 25.00 &0.00 %33333.3

(A>8)* port 2 25.00 &0.00 %33333.3

(8>)* port 2 25.00 &0.00 %33333.3

(>D)* port 2 25.00 &0.00 %33333.3

(A>8)* port 3 25.00 &0.00 %33333.3

(8>)* port 3 25.00 &0.00 %33333.3

(>D)* port 3 25.00 &0.00 %33333.3

(A>8)* port & 25.00 &0.00 %33333.3

(8>)* port & 25.00 &0.00 %33333.3

(>D)* port & 25.00 &0.00 %33333.3

PORTICO "1"


eje / > % RE (A>8)

eje + > 3 7ALUE (A>8)* (8>)

eje > & (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8


eje . .*9



81/448


PORTICO "2"


eje / > 2 7ALUE (A>8)

eje + > 5 7ALUE (A>8)* (8>)

eje > - (8>)* (>D)


EFe) 6GG8


eje . .*


PORTICO "3"


eje / > 2 7ALUE (A>8)

eje + > 5 7ALUE (A>8)* (8>)

eje > - (8>)* (>D)


EFe) 6GG8


eje . .*




82/448


PORTICO "4"


eje / > % RE (A>8)

eje + > 3 7ALUE (A>8)* (8>)

eje > & (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8


eje . .*9



%er PSO

!igi/eces


> % @!EB 3&5 @!EB

> 2 3&5 @AL$EB > 3 3&5 @AL$EB

> & 3&5 @AL$EB

> 5 3&5 @AL$EB

> - 3&5 @AL$EB




83/448

(%>2)* port A 25.00 &0.00 %33333.3

(2>3)* port A 25.00 &0.00 %33333.3

(3>&)* port A 25.00 &0.00 %33333.3

(%>2)* port 8 25.00 &0.00 %33333.3

(2>3)* port 8 25.00 &0.00 %33333.3

(3>&)* port 8 25.00 &0.00 %33333.3

(%>2)* port 25.00 &0.00 %33333.3 (2>3)* port 25.00 &0.00 %33333.3

(3>&)* port 25.00 &0.00 %33333.3

(%>2)* port D 25.00 &0.00 %33333.3

(2>3)* port D 25.00 &0.00 %33333.3

(3>&)* port D 25.00 &0.00 %33333.3

PORTICO "1"


eje / > % RE (A>8)

eje + > 3 7ALUE (A>8)* (8>)eje > & (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8

eje / .*9 RE RE

eje + 1.1

eje 1.1

eje . .*9


PORTICO "2"


eje / > 2 7ALUE (A>8)

eje + > 5 7ALUE (A>8)* (8>)

Su#a,(r'a (Kv) (Kc)


84/448

eje > - (8>)* (>D)


EFe) 6GG8

eje / .*2 7ALUE 7ALUE

eje + .*

eje .*

eje . .*


PORTICO "3"


eje / > 2 7ALUE (A>8)eje + > 5 7ALUE (A>8)* (8>)

eje > - (8>)* (>D)


EFe) 6GG8

eje / .*2 7ALUE 7ALUE

eje + .*

eje .*

eje . .*


PORTICO "4"


eje / > % RE (A>8)

Su#a,(r'a (Kv) (Kc)

Su#a,(r'a (Kv) (Kc)


85/448

eje + > 3 (A>8)* (8>)

eje > & 7ALUE (8>)* (>D)

eje . > % RE (>D)

EFe) 6GG8

eje / .*9 RE RE

eje + 1.1

eje 1.1

eje . .*9



RESUMEN &D& DE T'D'S L'S NIVELES DE L'S

NIVEL D

5RE67

+ 5RE67/ 5RE67

Su#a,(r'a (Kv) (Kc)

./

.**

19./2

D#


86/448

.*9

19./2

>1.1/


87/448

Determinación de Constantes de Resorte en Y.


88/448

2F3

< ; G


89/448

(6c)col1na

@!EB

@AL$EB

@AL$EB

@AL$EB

@AL$EB

@AL$EB

L (c) 6 (c3) (6c)4iga inercia en las vi&0 2,,.,,,,,, 0.2 4iga /e los porticos priario

&'0 2,2.%0&35 0.2, 4iga /e los porticos sec&0 2,,.,,,,,, 0.2

5%0 2-%.&3,'05 0.2-

500 2--.------, 0.2,

500 2--.------, 0.2,

5%0 2-%.&3,'05 0.2-

500 2--.------, 0.2,

500 2--.------, 0.2,

&0 2,,.,,,,,, 0.2

&'0 2,2.%0&35 0.2,

&0 2,,.,,,,,, 0.2

'ga31 'ga32 'ga3 'ga3/



90/448

.2% 3 .2% 3.2% .2< .2% .2<.2< .2% .2< .2%

2 .2% 2 .2%

a D? Ds Das

RE RE @!EB 3,.%& @!EB@AL$EB 3,.%&

@AL$EB 3,.%&

@!EB 3,.%&

5RE67 Das total JRE0K

'ga31 'ga32 'ga3 'ga3/.29 3 .29 3.29 .2< .29 .2<.2< .2< .2< .2<

2 .2< 2 .2<

a D? Ds Das

7ALUE 7ALUE @AL$EB 3,.%& @AL$EB@AL$EB 3,.%&

@AL$EB 3,.%&

@AL$EB 3,.%&

5VALUE7 Das total JHALUEK

'ga31 'ga32 'ga3 'ga3/

D ; a H Kc


D ; a H Kc

EH'),en,e) (Kc) viga


91/448

.29 > .29 3.29 .2< .29 .2<.2< .2< .2< .2<

> .2< > .2<

a D? Ds Das


@AL$EB 3,.%&

@AL$EB 3,.%&


'ga31 'ga32 'ga3 'ga3/.2% 3 .2% 3.2% .2< .2% .2<.2< .2% .2< .2%

2 .2% > .2%

a D? Ds Das

RE RE @!EB 3,.%& @!EB

@AL$EB 3,.%&

@AL$EB 3,.%&

@!EB 3,.%&


JRE0K

D ; a H Kc


D ; a H Kc


92/448

(6c)col1na

@!EB

@AL$EB

@AL$EB

@AL$EB

@AL$EB

@AL$EB

L (c) 6 (c3) (6c)4iga inercia en las vi&0 2,,.,,,,,, 0.2 4iga /e los porticos priario

&'0 2,2.%0&35 0.2, 4iga /e los porticos sec

&0 2,,.,,,,,, 0.2

5%0 2-%.&3,'05 0.2-

500 2--.------, 0.2,

500 2--.------, 0.2,

5%0 2-%.&3,'05 0.2-

500 2--.------, 0.2,

500 2--.------, 0.2,

&0 2,,.,,,,,, 0.2

&'0 2,2.%0&35 0.2,

&0 2,,.,,,,,, 0.2

'ga31 'ga32 'ga3 'ga3/.2% > .2% >.2% .2< .2% .2<.2< .2% .2< .2%

> .2% > .2%

a D? Ds Das

RE RE @!EB 3,.%& @!EB@AL$EB 3,.%&

@AL$EB 3,.%&

@!EB 3,.%&


D ; a H Kc


93/448


'ga31 'ga32 'ga3 'ga3/.29 > .29 >.29 .2< .29 .2<.2< .2< .2< .2<

> .2< > .2<

a D? Ds Das


@AL$EB 3,.%&

@AL$EB 3,.%&


'ga31 'ga32 'ga3 'ga3/.29 > .29 >.29 .2< .29 .2<.2< .2< .2< .2<

> .2< > .2<

a D? Ds Das


@AL$EB 3,.%&

@AL$EB 3,.%&


D ; a H Kc


D ; a H Kc


94/448


'ga31 'ga32 'ga3 'ga3/

> .2% > .2%.2% .2< .2% .2<.2< .2% .2< .2%

.2% > .2% >

a D? Ds Das

RE RE @!EB 3,.%& @!EB@AL$EB 3,.%&

@AL$EB 3,.%&

@!EB 3,.%&


JRE0K

(6c)col1na

@!EB

@AL$EB@AL$EB

@AL$EB

@AL$EB

@AL$EB

L (c) 6 (c3) (6c)4iga inercia en las vi


D ; a H Kc


95/448

&0 2,,., 0.2 4iga /e los porticos priario

&'0 2,2.%% 0.2, 4iga /e los porticos sec

&0 2,,., 0.2

5%0 2-%.&& 0.2-

500 2--.-, 0.2,

500 2--.-, 0.2,

5%0 2-%.&& 0.2-500 2--.-, 0.2,

500 2--.-, 0.2,

&0 2,,., 0.2

&'0 2,2.%% 0.2,

&0 2,,., 0.2

'ga31 'ga32 'ga3 'ga3/.2% > .2% >.2% .2< .2% .2<.2< .2% .2< .2%

> .2% > .2%

a D? Ds Das

RE RE @!EB 2%.'2 @!EB

@AL$EB 2%.'2

@AL$EB 2%.'2

@!EB 2%.'2


'ga31 'ga32 'ga3 'ga3/.29 > .29 >.29 .2< .29 .2<


D ; a H Kc



96/448

.2< .2< .2< .2<

> .2< > .2<

a D? Ds Das

7ALUE 7ALUE @AL$EB 2%.'2 @AL$EB

@AL$EB 2%.'2

@AL$EB 2%.'2

@AL$EB 2%.'2


'ga31 'ga32 'ga3 'ga3/.29 > .29 >.29 .2< .29 .2<.2< .2< .2< .2<

> .2< > .2<

a D? Ds Das

7ALUE 7ALUE @AL$EB 2%.'2 @AL$EB

@AL$EB 2%.'2

@AL$EB 2%.'2

@AL$EB 2%.'2


'ga31 'ga32 'ga3 'ga3/.2% > .2% >

D ; a H Kc


D ; a H Kc



97/448

.2% .2< .2% .2<.2< .2% .2< .2%

> .2% > .2%

a D? Ds Das

RE RE @!EB 2%.'2 @!EB

@AL$EB 2%.'2

@AL$EB 2%.'2

@!EB 2%.'2


JRE0K

'RTIC'S RIMARI'S

D ; a H Kc


98/448


99/448


100/448


101/448

as 1 2cm3 42cm3 A2cm$3 2cm*3&0 ,5 3000 %&0-250

1n/arios 25.00 &0.00 %000 %33333.3333


102/448


103/448


104/448

as 1 2cm3 42cm3 A2cm$3 2cm*3&0 ,5 3000 %&0-250

1n/arios 25.00 &0.00 %000 %33333.3333


105/448


106/448

as 1 2cm3 42cm3 A2cm$3 2cm*3


107/448

&0 ,5 3000 %&0-250

1n/arios 25.00 &0.00 %000 %33333.3333


108/448


109/448


110/448


111/448

CALCULO DEL ESFUERZ

Calculo de Fuerza Cortante

Por norma (E.030 - articulo 10) se sabe que esta ediicación es de cate!oria " #tomar%

solo el &0 ' de la car!a ia.


112/448

V 8 Z,U,S,C R


113/448

t

In9o"#aci:n ; consi!e"aciones s#ica ( R )

0.&2 ?'K7

Z U S C

./* %.00 .05 2.5

iso CM +1 @ CV

6acto" !e =ona ( Z )acee"aci:n #i#a !e te""eno

T 8 n

Ct

6acto" !e A#s#ica ( C)

C 8 +,1 ( T< )

T

C R ≥ 0.12

s

i(Tn,)

i


114/448

%-%502.'- 2'3-.25 %-&.&& 3.00

+ %-%502.'- %%,&5.00 %,3.25 3.00

/ %-3''.'- %%,&5.00 %,5.,& .%

1/,. i Σ i i


115/448

DISTRIBUCI'N DE 6UERZA C'RTANTE '

TERCER IS'

-JRTICO CORTANTE -OR -ISO 678 6Tn8

A

c 3 1c 3 2c 3 2c 3 1

@

c 3 c 3 *

c 3 *c 3

TI-O DECOLUMNA

*2.21

/.9

%.*<

# 2 /

# 2 +

# 2 )

11


116/448

C

c 3 / .c 3 9c 3 9c 3 /

D

c 3 1c 3 2

c 3 2c 3 1

K:


117/448

SEGUND' IS'


Ac 3 1

3%.2-

c 3 2c 3 2c 3 1

@

c 3 c 3 *c 3 *c 3

C

c 3 /c 3 9c 3 9

c 3 /

D

c 3 1c 3 2c 3 2c 3 1

K:

RIMER IS'


A

c 3 1

&0.%-

c 3 2c 3 2c 3 1

@

c 3 c 3 *c 3 *

c 3

C

c 3 /c 3 9c 3 9c 3 /

D

c 3 1c 3 2c 3 2c 3 1

TI-O DECOLUMNA

TI-O DECOLUMNA


118/448

K:


119/448

DISTRIBUCI'N DE 6UERZA C'RTANTE '

TERCER IS'


1

c 3 1

2'.-,

c 3

c 3 /

c 3 1

2

c 3 2

c 3 *c 3 9

c 3 2

c 3 2

c 3 *

c 3 9

c 3 2

/

c 3 1

c 3

c 3 /

c 3 1K:

SEGUND' IS'


1c 3 1

3%.2-

c 3 c 3 /c 3 1

2

c 3 2c 3 *c 3 9c 3 2c 3 2

TI-O DECOLUMNA

TI-O DECOLUMNA


120/448

c 3 *c 3 9c 3 2

/

c 3 1c 3 c 3 /

c 3 1 K:


121/448

RIMER IS'


1

c 3 1

&0.%-

c 3 c 3 /c 3 1

2

c 3 2c 3 *c 3 9c 3 2

c 3 2c 3 *

c 3 9c 3 2

/

c 3 1c 3 c 3 /c 3 1

K:

TI-O DECOLUMNA


122/448

BASAL

en la base

or ende se


123/448


124/448

&5

/,31 3,-

se as1e

-.' +,1

-,33

Ro %

%

R V (Tn,)

-.00 5%3.&3 /3/,3*

6I

6acto" !e a#


125/448

&'3.32 0.2'35 2>.9< 2'.-,

5%'.,& 0.30'2 1.29 -0.'2

--,.3 0.3',3 /.19 %!%"!#

/-*3,*0 / /3/,3*


126/448

IS' 'R MEDI'S DE SUS RIGIDECES LATERALES EN EL EFE &&

6Tn3c#8 6!"K8 68 7G 7 5(r -r,'c( 6Tn8

/.92 ./% 1./2


127/448

/.*1 ./< 1.>

9.%9./2 .9< 1.>%/.*1 ./< 1.>

/.92 ./% 1./2

9. 1. 2'.-,


128/448

6Tn3c#8 6!"K8 68 7G 7 5(r -r,'c( 6Tn8

/.92 ./% 1.*%.29

%.1 .%/ 2.9%.1 .%/ 2.9/.92 ./% 1.*.% ./ 1.2/


129/448

%9.


130/448

IS' 'R MEDI'S DE SUS RIGIDECES LATERALES EN EL EFE &H&

6Tn3c#8 6!"K8 68 7G 7 5(r -r,'c( 6Tn8

11..11 2. .>9 2.%*

11. .%9

*.*29.%> .9 1.%11 2. .%<

*.*1 .2> .%9

*.*29.%> .9 1.%

11 2. .%<

11..11 2. .>9 2.%*

11..> 1. 2'.-,

6Tn3c#8 6!"K8 68 7G 7 5(r -r,'c( 6Tn8

11./>.%1

1 2.>11%.1> .>9 .111./*.*1 .2> .>1

*.%29.%> .9 1.1/

11 2.%**.*9 .2> .>2*.*1 .2> .>1


131/448

9.%> .9 1.1/*.%2

11 2.%**.*9 .2> .>211./

>.%11 2.>11%.1> .>9 .1

11./1%>.> 1. 3%.2-


132/448

6Tn3c#8 6!"K8 68 7G 7 5(r -r,'c( 6Tn8

1*.%9 .11 /.<

19.%19. .1/ /.21> .29 1.2

9./>/. .29 1.

1.2% .%* ./1/. .29 1..>> .29 1.2

9./>/. .29 1.

1.2% .%* ./1/. .29 1.

1*.%9 .11 /.<

1.%/. .2% 1.11/. .2% 1.11

1*.%9 .11 /.<

1*9. 1. &0.%-


133/448


134/448


135/448


136/448


137/448


138/448


139/448


140/448


141/448


142/448


143/448


144/448

RDECES EN EL EE 5

ANLSS DEL PRTCO A

VALORESDE LAS RIGIDECES.

K de Vigas

DescripciGn h L

%>2 25 &0 ,23

2>3 25 &0 ,&0

3>& 25 &0 ,23

5>- 25 &0 ,23

->, 25 &0 ,&0

,> 25 &0 ,23

'>%0 25 &0 ,23

%0>%% 25 &0 ,&0

%%>%2 25 &0 ,23

K de Columnas

DescripciGn TPO E!A LO".

%>5 c 3 1 &&20' 2&52>- c 3 2 ,20000 2&53>, c 3 2 ,20000 2&5

&> c 3 1 &&20' 2&5

5>' c 3 1 &&20' 2&5->%0 c 3 2 ,20000 2&5,>%% c 3 2 ,20000 2&5

>%2 c 3 1 &&20' 2&5

'>%3 c 3 1 &&20' 30%0>%& c 3 2 ,20000 30%%>%5 c 3 2 ,20000 30%2>%- c 3 1 &&20' 30

FACTOR DE GIRO

De)cr'5c'n ac,(re) de ='r() C(ef'c'en,e

U132 3./93.*

U13* 3./*/

U231 3./23.*U23 3./1

U239 3./19


145/448

U32 3.2<

3.*U3/ 3.2%

U3< 3.//*

U*31 3.2%3.*U*39 3.2/

U*3> 3.2%

U932 3.2*

3.*U93* 3.1*U93< 3.1/

U931 3.2*

U31 3.1%*

U139 3.2%

3.*U13> 3.1%U1311 3.1<

U131/ 3.1%2

U113< 3.2%

3.*U1131 3.1%U11312 3.1%

U1131* 3.1%2

U123% 3.2%93.*U12311 3.2>

U11319 3.1%*

M4;LP2"12

MOMENTOS DE EMPOTRAMENTO PER0ECTO


146/448

DescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.,2 0.2 *.

M 23 ; 0.,2 0.2 *.

M 3/ ; 0.,2 0.2 *.

M *39 ; 0.,2 %.&, *.

M 93< ; 0.,2 %.&, *.

M 31 ; 0.,2 %.&, *.

M 1311 ; 0.,2 %.&, *.

M 11312 ; 0.,2 %.&, *.

M'MENT' (2) DE /,+1(CVCM)

MOMENTOS DE EMPOTRAMENTO PER0ECTODescripciGn 1 6,"#8 6,"#8 L 6#8M 132 ; 0.' 0.2 *.

M 23 ; 0.' 0.2 *.

M 3/ ; 0.' 0.2 *.

M *39 ; 0.' %.5 *.

M 93< ; 0.' %.5 *.

M


147/448

VALORESDE LAS RIGIDECES.

K de Vigas

DescripciGn h L

%>2 25 &0 ,23

2>3 25 &0 ,&0

3>& 25 &0 ,235>- 25 &0 ,23

->, 25 &0 ,&0

,> 25 &0 ,23

'>%0 25 &0 ,23

%0>%% 25 &0 ,&0

%%>%2 25 &0 ,23

K de Columnas


%>5 c 3 ,%25 2&5

2>- c 3 * ,20000 2&53>, c 3 * ,20000 2&5&> c 3 ,%25 2&5

5>' c 3 ,%25 2&5->%0 c 3 * ,20000 2&5,>%% c 3 * ,20000 2&5

>%2 c 3 ,%25 2&5

'>%3 c 3 ,%25 30%0>%& c 3 * ,20000 30%%>%5 c 3 * ,20000 30

%2>%- c 3 ,%25 30

FACTOR DE GIRO


U132 3.23.*

U13* 3./>%

U231 3.23.*U23 3.2

U239 3./>9

U32 3.2

3.*U3/ 3.2

U3< 3./>9


148/448

U*31 3.2/>3.*U*39 3.1

U*3> 3.2*

U932 3./9/

3.*U93* 3.2

U93< 3.2U931 3.2

U31 3.2

U>31 3.2

U139 3.2%

3.*U13> 3.1%U1311 3.1<

U131/ 3.1%2

U113< 3.2%

3.*U1131 3.1%U11312 3.1%

U1131* 3.1%2

U123% 3.22*3.*U12311 3.1

U11319 3.1/*

M4;LP2"12


DescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.,2 0.2 *.

M 23 ; 0.,2 0.2 *.

M 3/ ; 0.,2 0.2 *.


149/448

M *39 ; 0.,2 %.50 *.

M 93< ; 0.,2 %.50 *.

M 31 ; 0.,2 %.50 *.

M 1311 ; 0.,2 %.50 *.

M 11312 ; 0.,2 %.50 *.


MOMENTOS DE EMPOTRAMENTO PER0ECTODescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.' 0.2 *.

M 23 ; 0.' 0.2 *.

M 3/ ; 0.' 0.2 *.

M *39 ; 0.' %.5 *.

M 93< ; 0.' %.5 *.

M


150/448

%>2 25 &0 ,23

2>3 25 &0 ,&0

3>& 25 &0 ,23

5>- 25 &0 ,23

->, 25 &0 ,&0

,> 25 &0 ,23

'>%0 25 &0 ,23%0>%% 25 &0 ,&0

%%>%2 25 &0 ,23

K de Columnas


%>5 c 3 / ,2,-- 2&5

2>- c 3 9 ,%25 2&5

3>, c 3 9 ,%25 2&5

&> c 3 / ,2,-- 2&5

5>' c 3 / ,2,-- 2&5

->%0 c 3 9 ,%25 2&5,>%% c 3 9 ,%25 2&5

>%2 c 3 / ,2,-- 2&5

'>%3 c 3 / ,2,-- 30%0>%& c 3 9 ,%25 30%%>%5 c 3 9 ,%25 30

%2>%- c 3 / ,2,-- 30

FACTOR DE GIRO


U132 3.2*3.*

U13* 3./ 3.2//


151/448

U932 3.1*>

3.*U93* 3.>2U93< 3.>

U931 3.1*>

U

3.*UU2

U

U%3/ 3.2//3.*U%3< 3.1

U%312 3.2//

U>3* 3.2>*3.*U>31 3.1*

U>31 3.1>

U139 3.1

3.*U13> 3.1/U1311 3.11

U131/ 3.119

U113< 3.1

3.*U1131 3.1/U11312 3.1/

U1131* 3.119

U123% 3.2>*3.*U12311 3.1*

U11319 3.1>

M4;LP2"12


DescripciGn 1 6,"#8 6,"#8 L 6#8M 132 ; 0.,2 0.2 *.

M 23 ; 0.,2 0.2 *.

M 3/ ; 0.,2 0.2 *.

M *39 ; 0.,2 %.50 *.

M 93< ; 0.,2 %.50 *.

M 31 ; 0.,2 %.50 *.


152/448

M 1311 ; 0.,2 %.50 *.

M 11312 ; 0.,2 %.50 *.



DescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.' 0.2 *.

M 23 ; 0.' 0.2 *.

M 3/ ; 0.' 0.2 *.

M *39 ; 0.' %.5 *.

M 93< ; 0.' %.5 *.

M 2 25 &0 ,23

2>3 25 &0 ,&0

3>& 25 &0 ,23

5>- 25 &0 ,23

->, 25 &0 ,&0


153/448

,> 25 &0 ,23

'>%0 25 &0 ,23

%0>%% 25 &0 ,&0

%%>%2 25 &0 ,23

K de Columnas


%>5 c 3 1 &&20' 2&52>- c 3 2 ,20000 2&5

3>, c 3 2 ,20000 2&5

&> c 3 1 &&20' 2&5

5>' c 3 1 &&20' 2&5

->%0 c 3 2 ,20000 2&5

,>%% c 3 2 ,20000 2&5

>%2 c 3 1 &&20' 2&5'>%3 c 3 1 &&20' 3&0

%0>%& c 3 2 ,20000 3&0

%%>%5 c 3 2 ,20000 3&0%2>%- c 3 1 &&20' 3&0

FACTOR DE GIRO


U132 3./93.*

U13* 3./*/

U231 3./23.*U23 3./1

U239 3./19

U32 3.2<

3.*U3/ 3.2%

U3< 3.//*

U*31 3.2%3.*U*39 3.2/

U*3> 3.2%

U932 3.2*

3.*U93* 3.1*U93< 3.1/

U931 3.2*


154/448

U*

U113< 3.2*

U123% 3.2%

M4;LP2"12

MOMENTOS DE EMPOTRAMENTO PER0ECTODescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.,2 0.2 *.

M 23 ; 0.,2 0.2 *.

M 3/ ; 0.,2 0.2 *.

M *39 ; 0.,2 %.50 *.

M 93< ; 0.,2 %.50 *.M 31 ; 0.,2 %.50 *.

M 1311 ; 0.,2 %.50 *.

M 11312 ; 0.,2 %.50 *.


155/448



DescripciGn 1 6,"#8 6,"#8 L 6#8

M 132 ; 0.' 0.2 *.

M 23 ; 0.' 0.2 *.

M 3/ ; 0.' 0.2 *.M *39 ; 0.' %.5 *.

M 93< ; 0.' %.5 *.

M


156/448


157/448


158/448


159/448

6

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

6

%0,.3 1.%12'3., 2.>/2'3., 2.>/

%0,.3 1.%1

%0,.3 1.%12'3., 2.>/2'3., 2.>/

%0,.3 1.%1%%-5.2' 1.1<%'&.,& 1.%>%'&.,& 1.%>

%%-5.2' 1.1<

FACTORES DE DESPLAZAMIENTO

,13* 3.2%9

31.*,239 3./9/

,3< 3./9/

,/3% 3.2%9

,*3> 3.2%9

,931 3./9/

%0H3

%0H3


160/448

,31 3.2%9

31.*,131/ 3./9/,1131* 3./9/

,12319 3.2%9

U/3 3./*/3.*

U/3% 3./9

M4;LP2"12

MOMENTOS DE EMPOTRAME


161/448

M4 6,H#8 DescripciGn 1 6,"#8 6,"#8

31.92 M 231 ; . %.&,

31.>1 M 1311 ; .> %.&,

31.>1 M 12311 ; .> %.&,


162/448

6

%&.&2 0.%

%0.% 0.%

%&.&2 0.%%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

6

%>- 7ALUE

2>, 7ALUE3> 7ALUE

&>' 7ALUE

5>%0 7ALUE2'3., 2.>/2'3., 2.>/

3%. .2

205.5' .21%'&.,& 1.%>%'&.,& 1.%>

205.5' .21


,13* 3.


163/448

,131/ 3.>31.*

,1131* 3.>

,12319 3.1

M4;LP2"12


M4 6,H#8 DescripciGn 1 6,"#8 6,"#8

31.92 M 231 ; .


164/448

32.*2 M 9 3 * ; .* M %3 %.5

31.>* M 13> ; .> %.5

31.>* M 1311 ; .> %.5

31.>* M 12311 ; .> %.5

6 %0H3


165/448

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%%0.% 0.%

%&.&2 0.%

6

35-2.3% .*9

3%. .2

3%. .2

35-2.3% .*9

35-2.3% .*9

3%. .23%. .2

35-2.3% .*9

22'-.,5 2.205.5' .21205.5' .21

22'-.,5 2.


,13* 3.9%%

31.*,239 3.92

,3< 3.92

,/3% 3.9%%

,*3> 3.9%%

31.*,931 3.92,31 3.9%%

31.*,131/ 3.92,1131* 3.92

,12319 3.9%%

%0H3


166/448

M4;LP2"12


M4 6,H#8 DescripciGn 1 6,"#8 6,"#831.92 M 231 ; .


167/448

32.*2 M 1311 ; . 0.%5

31.9 M / 3 ; .> 0.%5

31.>* M 9 3 * ; .> %.5

31.>* M %.5

31.>* M %3 %.5

31.>* M 13> ; .> %.5

31.>* M 1311 ; .> %.5

31.>* M 12311 ; .> %.5

6

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%0H3


168/448

%&.&2 0.%

%&.&2 0.%

%0.% 0.%

%&.&2 0.%

6

%0,.3 1.%12'3., 2.>/

2'3., 2.>/

%0,.3 1.%1

%0,.3 1.%1

2'3., 2.>/

2'3., 2.>/

%0,.3 1.%1

%302.3 1.2%%,.-5 2.12

2%%,.-5 2.12%302.3 1.


,13* 3.2%9

31.*

,239 3./9/

,3< 3./9/,/3% 3.2%9

,*3> 3.2%9

31.*,931 3./9/,31 3.2%9

31.*,131/ 3./9/,1131* 3./9/

,12319 3.2%9

%0H3


169/448

M4;LP2"12


M4 6,H#8 DescripciGn 1 6,"#8 6,"#8

31.92 M 231 ; .


170/448

M'MENT' () DE /,+1(CVCM)


M4 6,H#8 DescripciGn 1 6,"#8 6,"#8

31.9 M 231 ; .> 0.%5

31.9 M 32 ; .> 0.%5

31.9 M / 3 ; .> 0.%531.>* M 9 3 * ; .> %.5

31.>* M %.5

31.>* M %3 %.5

31.>* M 13> ; .> %.5

31.>* M 1311 ; .> %.5

31.>* M 12311 ; .> %.5


171/448


172/448


173/448


174/448


175/448

NTO PER0ECTO


176/448

L 6#8 M4 6,H#8

*. 1.92

*. 1.92

*. 1.92

*. 2./%

*. 2./%

C.M*. 2./%*. 2./%

*. 2./%

*. 2./%

C.7

NTO PER0ECTO coL 6#8 M4 6,H#8 %.25

*. 1.9 %.25

*. 1.9

*. 1.9

*. 1.>1

*. 1.>1

*. 1.>1

*. 1.>1 NHEL

*. 1.>1 /,+1(CV

*. 1.>1


177/448


178/448

NTO PER0ECTO

L 6#8 M4 6,H#8

*. 1.92

*. 1.92

*. 1.92


179/448

*. 2.*2

*. 2.*2

C.M*. 2.*2

*. 2.*2

*. 2.*2

*. 2.*2

C.7

NTO PER0ECTO co

L 6#8 M4 6,H#8 %.25

*. 1.9 %.25

*. 1.9

*. 1.9

*. 1.>*

*. 1.>*

*. 1.>*

*. 1.>* NHEL

*. 1.>* /,+1(CV

*. 1.>*


180/448


181/448

NTO PER0ECTO

L 6#8 M4 6,H#8*. 1.92

*. 1.92

*. 1.92

*. 2.*2

*. 2.*2

C.M*. 2.*2

*. 2.*2


182/448

*. 2.*2

*. 2.*2

C.7

NTO PER0ECTO co

L 6#8 M4 6,H#8 %.25

*. 1.9 %.25

*. 1.9

*. 1.9

*. 1.>*

*. 1.>*

*. 1.>*

*. 1.>* NHEL

*. 1.>* /,+1(CV

*. 1.>*


183/448


184/448

NTO PER0ECTO

L 6#8 M4 6,H#8

*. 1.92

*. 1.92

*. 1.92

*. 2.*2

*. 2.*2

C.M*. 2.*2

*. 2.*2

*. 2.*2

*. 2.*2

C.7


185/448

NTO PER0ECTO co

L 6#8 M4 6,H#8 %.25

*. 1.9 %.25

*. 1.9

*. 1.9*. 1.>*

*. 1.>*

*. 1.>*

*. 1.>* NHEL

*. 1.>* /,+1(CV

*. 1.>*


186/448


187/448


188/448


189/448


190/448

C'MBINACI'N DE CARGAS ARA 'RTIC' &A&


191/448

TN"M

l()a al'gerada . 1.2* .


192/448


193/448



194/448

TN"M

l()a al'gerada . 1.* ./*/,1aca&ad() .1 1.* .1*

,a&'quer'a .1 1.* .1*

5e)( 5r(5'( 2./ ./ .*

BIBLI'TECAS

S"C . 2.


195/448


196/448


TN"M


,a&'quer'a .1 1.* .1*


197/448

5e)( 5r(5'( 2./ ./ .*

BIBLI'TECAS

S"C . 2.


198/448


199/448


TN"M


,a&'quer'a .1 1.* .1*

5e)( 5r(5'( 2./ ./ .*

BIBLI'TECAS

S"C . 2.


200/448

TOTAL .%2*

inacion /e carga

I %.03

I# %.,&

2J*%J 3J

CM) 8 2.2


201/448


202/448


203/448


204/448


205/448


206/448

C.M l()a al'gerada .

aca&ad() .1,a&'quer'a

5e)( 5r(5'( 2./

AZ'TEA

C.7 S"C .1

coinacion /e carga%.25 I 0.3&3,5

%.25 I# %.5,5


207/448


208/448


209/448


aca&ad() .1

,a&'quer'a

5e)( 5r(5'( 2./

AZ'TEA

C.7 S"C .1

coinacion /e carga

%.25 I 0.3&3,5

%.25 I# %.5,5


210/448


211/448


aca&ad() .1

,a&'quer'a


212/448

5e)( 5r(5'( 2./

AZ'TEA

C.7 S"C .1

coinacion /e carga

%.25 I 0.3&3,5

%.25 I# %.5,5


213/448


214/448

C.M l()a al'gerada .aca&ad() .1

,a&'quer'a

5e)( 5r(5'( 2./

AZ'TEA

C.7 S"C .1


215/448

coinacion /e carga

%.25 I 0.3&3,5

%.25 I# %.5,5


216/448


217/448


218/448


219/448


220/448


221/448

TN"M

1.* ./*

!"#$1.* .1*1.*

./ .


222/448


223/448


224/448

TN"M

1.* ./*!"#$1.* .1*

1.*

./ .


225/448


226/448

TN"M

1.* ./*!"#$1.* .1*

1.*


227/448

./ .


228/448


229/448

TN"M

1.* ./*!"#$1.* .1*

1.*

./ .


230/448

TOTAL .2


231/448


232/448


233/448


234/448

%

% > 5

0.&,2

%3.5%

2%.-&

20.-%-

2%.''2

22.2'

22.3'

22.&-&22.502

22.522

22.533

'$"&+


235/448

5 > %

0.%2

%0.&&

%.0'

%,.0

%.25

%.53%.--

%.,2

%.,5

%.,,

%.,

5

5 > '

0.%2

%0.&&

%.0'

%,.0

%.25

%.53

%.--%.,2

%.,5

%.,,

%.,

#*"*)


236/448

' > 5

0.&,0

%5.%,,

23.,&,

23.-&%

23.-&023.-,'

23.-',

23.,0&

23.,0

23.,%0

23.,%%

'

% > 2

0.33'

%0.'2

%,.0',

%,.02%

%,.02%

%,.0&'%,.0-2

%,.0-,

%,.0,0

%,.0,%

%,.0,2

()"!%


237/448

%3


238/448

>%.0&%

>%.0&% >0.0&->0.&5& % > 2 5.' .002

0.0& >5.35

%.3,'

2.23%

2.%0&

2.2&&

2.2,&

2.25

2.2'2

2.2'-2.2'

2.2''

>0.3',

>2.5

>5.-0

>-&.2-

>-,.&3

>-.-%>-'.%-

>-'.&&

>-'.-0

>-'.-

>-'.,2


239/448

>'.-&

>0.2%% >%.0&%>%.0&% >0.0,,

>0.2%% 5 > - %&.22 %%.025

0.0& >%%.0-5

3.%

-.-0

-.&'

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-.,-

-.%

-.3-.&

-.5

-.5

>0.3',

>33.&-

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>-&.22

>-&.'>-5.&3

>-5.--

>-5.,-

>-5.%

>-5.&

>-5.5


240/448

0.3&-

>0.2&0 >2.0%

>2.0% >0.0

>0.%,3 2 > % %,.35% %&.''%

0.%,2 >%3.0&'

5.53

.--&

.-2-

.-25

.-&0

.-&->%,.-' .-&'

.-50

.-5%

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>0.3',

>3.%02

>52.',&

>52.30,>52.0&%

>5%.'0'

>5%.-'

>5%.5&

>5%.&

>5%.&&

>5%.&2


241/448

>5%.&%

>3&.,,0


242/448

6A E

%.0&% >0.52%

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>0.02& 2 > - >0.02&

%.0%0 >0.23- 0.',

%.,,3 '.' %.,33

2.200 %,.3% 2.%50

2.2-, 2%.5-5 2.2%5

2.2' 22.2%- 2.2&5

2.3%& 22.520 2.2-%

2.323 >%%.'5 22.-2 2.2,0

2.32 22.,-, 2.2,&2.330 22.%% 2.2,-

2.33% 22.35 2.2,

22.&

>0.353

>25.-&

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>5,.%2

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>-%.,3

>-%.-

>-%.'&

>-%.',


243/448

- > 2

>0.0-

,.5

2.,0

3.2

&.%%

&.20&.2&

>30.5& &.2,

&.2

&.2'

&.2'

%.0&% >0.%3 >0.52%>0.0-, 0.5%' >0.0-,

5 > - - >0.%3 - > , 5.0'

>0.02 - > %0 >0.02

2.,- >0.0- 2.,-

0.'' ,.5 0.''

%.3' 2.,0 %.3'

%.50 3.2 %.50

%.53 &.%% %.53

%.55 &.20 %.55

%.5- %&.&2& &.2& %.5-%.5- &.2, %.5-

%.5, &.2 %.5,

%.5, &.2' %.5,

&.2'

>0.353

>2'.,&


244/448

%0 > -

>0.235

%0.0,,

-.%23

-.00-

5.'0-5.-,

5.5%

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5.3'

5.3,

5.3-

2.0% >0.20& >%.0&3

>0.0,& %.03' >0.0,&

2 > % %0 >0.%&, 2 > % -.,22

>0.0- % > 2 >0.0-

3.-,, >0.%-' 3.-,,

2.23& ,.25- 2.23&

2.%'2 &.&0 2.%'2

2.%55 &.325 2.%55

2.%&% &.252 2.%&%

2.%35 &.22& 2.%352.%32 >3,.-,' &.2%3 2.%32

2.%30 &.20, 2.%30

2.%30 &.20& 2.%30

2.%2' &.202 2.%2'

&.202

>0.353

>33.-

>&,.0

>&-.&'5>&-.25'

>&-.%&%

>&-.%0-

>&-.0'3

>&-.0,

>&-.0&

>&-.02


245/448

>&-.0%

>&%.0

%&


246/448

L PO!TO A>K

0.52%

>0.02, >0.5%' >0.022.,03 3 > 2 3 >0.&&5

>2.5-3 0.0%5 3 > ,

>0.0%3 0.2&%

>0.033 %%.3

>0.0&& %3.,53

>0.0&- %&.0'3

>0.0&, %2.-3

>0.0& %2.555

>0.0& >2'.-% %2.-05

>0.0& %2.-3,>0.0& %2.-53

>0.0& %2.--0

%2.--3

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247/448

, > 3

0.05

,.5-

&.25

5.,3

-.&&

-.-&-.,2

>35.,& -.,5

-.,,

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-.,'

0.52% >0.%2>0.0-- >0.5%' >0.0,0

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2.,- 0.05

%.55 >2.&

2.0' >2.5

2.35 >2.,2

2.&2 >2.&

2.&5 >2.&,

2.&- &.&0, >2.&2.&, >2.&'

2.&, >2.&'

2.& >2.&'

>2.&'

>0.353

>2'.,&


248/448

% > 2

0.2%,

%2.53

'.&,,

'.&,'

'.&0'.3'0

'.3'0

%-.2'0 '.3'0

'.3'%

'.3'%

'.3'%

%.0&3 >0.202

>0.0,& >%.03' >0.0,

%0.%& 2 > % %% >0.%&-

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&.-5 0.%5-

3.50 '.25&

3.5&' -.23

3.5%, -.25

3.50 -.,,&

3.50, -.,-%3.50- >32.55' -.,-%

3.50- -.,-%

3.50- -.,-%

3.50- -.,-2

-.,-2

>0.353

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>&,.0

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>&-.0'3

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>&-.02


249/448

>&-.0%

>3'.320

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