SISMOS Proyecto

8/20/2019 SISMOS Proyecto

1/86

h muro/fachada carga de

m kg/m

4 547

eje entre ejes

m m2 kg/ml kg kg

0 A A' 0 0 0 0 0

A C 0 0 0 0 0C E 0 0 0 0 0

E J 55 4!" 4!0747" 225#!! 2$%

J & %5 4$$ 4!0%70$ 2%%#"% ""$

! A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

2 A A' !5 0 0 0 7$

A C %5 0 0 0 ""$C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

" A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

4 A A' 0 0 0 0 0

A C %5 0 0 0 ""$C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

5 A A' 0 0 0 0 0

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la )iga(rinci(al


2/86

ejes entre ejes

m m2 kg/ml kg kg

A' 0 ! 0 0 0 0 0

! 2 7 525 4!025 2$7!75 !$!"

2 " $ % 4!025 "2$2 4!%

" 4 0 0 0 0 0

4 5 0 0 0 0 0

A 0 ! 0 0 0 0 0

! 2 7 !%%" !2##5!% #0#%%! "%4

2 " $ !# !2##!25 !0"#" 4!%

" 4 % #75 $$$$75 5"""25 "!2

4 5 5 $!" $$#422 4447!! 2%0

C 0 ! 0 0 0 0 0

! 2 7 2!!$ !%550%% !!5$5 "%4

2 " $ 242 !%54%75 !"2"74 4!%

" 4 % !$!5 !%54%75 ##2$05 "!2

4 5 5 !5!" !%55222 $27%!! 2%0

E 0 ! !5 0 0 0 7$

! 2 7 !#4" !5!$"!% !0%2$ "%4

2 " $ !!2 7%5$ %!2%4 4!%

" 4 % !%%5 !5!7#25 #!0755 "!2

4 5 5 !"$$ !5!$472 75#2"% 2%0 J 0 ! !5 0 0 0 7$

! 2 7 2! !%4! !!4$7 "%4

2 " $ !" $$$$75 7!!! 4!%

" 4 % !$ !%4! #$4% "!2

4 5 5 !5 !%4! $205 2%0

& 0 ! !5 0 0 0 7$

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2 " $ !" $$$$75 7!!! 4!%

" 4 % #75 $$$$75 5"""25 "!2

4 5 5 $!" $$#422 4447!! 2%0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la )iga(rinci(al


3/86

iseño (eso del (retil (eso del muro fachada es(ecial )iga (rin

2 kg/ml kg/m2 kg/ml kg/m

25# 70 !%0 52

)iga secundaria

carga (untual de la )iga secundaria

muro fachada

kg kg kg ml kg kg/ml kg m

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 0

!4245 0 0 0 0 0 0 0

!%$"5 0 0 0 0 0 0 0

"$$5 0 0 0 0 0 0 "5

!%$"5 0 0 "5 !%! !77$ %"$4 0

!4504 0 0 "5 !%! !5"2 552" 0

0 0 0 "5 !%! !504 5425 0

0 0 0 "5 !%! !77$ %"$4 0

0 0 0 0 0 0 0 75

0 0 0 75 "45 !77$ !"%$0 00 0 0 75 "45 !5"2 !!$"5 0

0 0 0 "5 !%! !504 5425 0

0 0 0 75 "45 !77$ !"%$0 0

"$$5 0 0 0 0 0 0 4

0 0 0 7 "22 !77$ !27%$ 0

0 0 0 7 "22 !5"2 !!04% 0

0 0 0 " !"$ !504 4%50 0

0 0 0 7 "22 !77$ !27%$ 0

0 0 0 0 0 0 0 0

0 0 0 55 25" !77$ !00"2 00 0 0 55 25" !5"2 $%7# 0

0 0 0 55 25" !504 $525 0

0 0 0 55 25" !77$ !00"2 0

0 0 0 0 0 0 0 0

!%$"5 0 0 25 !!5 !070 27#0 0

!4504 0 0 25 !!5 #22 2420 0

!4245 0 0 25 !!5 #04 2"75 0

!%$"5 0 0 25 !!5 !070 27#0 0

(retil/arandal

longitud de la)iga secundaria

(eso de la)iga

reaccion dela losa

carga(untual

longitud del(retil/arandal


4/86


muro fachada carga (unt


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

"$$5 0 0 0 0 0 0 275

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 %

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

"$$5 0 0 0 0 0 0 "25

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

(retil/arandal


(eso de la)iga

reaccion dela losa



5/86

ci(al )iga secundaria arandal

l kg/ml kg/ml

4% 20

)oladi*o

carga (untual del (retil/arandal

(eso del (retil carga (untual carga (untual

kg kg kg kg/ml kg ton ton

0 0 0 0 0 000 000

0 0 0 0 0 000 0000 0 0 0 0 000 000

0 0 0 0 0 "#7 000

0 0 0 0 0 4%# 000

!$2 #0%5 0 4!025 2524"75 047 252

0 0 0 0 0 202 %"$

0 0 0 0 0 !74 552

0 0 0 0 0 02# 54"

0 0 0 0 0 0"4 %"$

"#0 !#425 0 4!025 540#"75 00$ 54!

0 0 0 0 0 0"4 !"%$0 0 0 0 0 02# !!$4

0 0 0 0 0 02# 54"

0 0 0 0 0 0"4 !"%$

20$ !0"% 0 4!025 2$$5 047 2$#

0 0 0 0 0 0"4 !277

0 0 0 0 0 02# !!05

0 0 0 0 0 02# 4%5

0 0 0 0 0 0"4 !277

0 0 0 0 0 000 000

0 0 0 0 0 0"4 !00"0 0 0 0 0 02# $%$

0 0 0 0 0 02# $5"

0 0 0 0 0 0"4 !00"

0 0 0 0 0 000 000

0 0 0 0 0 202 27#

0 0 0 0 0 !74 242

0 0 0 0 0 !7! 2"$

0 0 0 0 0 202 27#

(eso de la)iga

(eso delarandal

reaccion de lalosa

cargadistriuida


6/86

carga (untual del (retil/arandal

(eso del (retil carga (untual carga (untual

kg kg kg kg kg ton ton

0 0 0 0 0 000 000

0 0 0 0 0 4%$ 000

0 0 0 0 0 "70 000

0 0 0 0 0 000 000

0 0 0 0 0 000 000

0 0 0 0 0 000 000

0 0 0 0 0 #4% 000

0 0 0 0 0 !0$! 000

0 0 0 0 0 5%5 000

0 0 0 0 0 47! 000

0 0 0 0 0 000 000

0 0 0 0 0 !!#5 000

0 0 0 0 0 !"%5 000

0 0 0 0 0 !024 000

0 0 0 0 0 $54 000

!4" 7!225 0 4!074727 !#$4$05 047 !#$

0 0 0 0 0 !0## 000

0 0 0 0 0 %54 000

0 0 0 0 0 #42 000

0 0 0 0 0 7$5 000"!2 !554 0 4!070#02 4""02"5 00$ 4""

0 0 0 0 0 !!$5 000

0 0 0 0 0 75" 000

0 0 0 0 0 !0!% 000

0 0 0 0 0 $47 000

!%# $4!75 0 4!0%7077 2"454" 047 2"5

0 0 0 0 0 %5# 000

0 0 0 0 0 75" 000

0 0 0 0 0 5%5 000

0 0 0 0 0 47! 000

(eso de la)iga

(eso delarandal

reaccion de lalosa

cargadistriuida


7/86

+,- +.- +,- +.-

momentos

ton ton ton ton ton ton

000 000 0 0 000 000 000 000 Eje

000 000 0 0 000 000 000 000 A000 000 0 0 000 000 000 000 C

!#$ !#$ 0 0 000 000 000 000 E

2"5 2"5 0 0 000 000 000 000 J

000 2## 0 55% 000 000 000 2## &

420 420 74! $54 0!7 .0!7 4"$ .4"$

"%" "%" 72 4#" .04! 04! "2" ."2"

2$% 2$% %"# 5%$ .0!" 0!" 27" .27"

""% ""% 757 %7$ .0!2 0!2 "24 ."24 Eje

000 54# 0 !0%7 000 000 000 54# !

70! 70! !"7# !2%7 .0!7 0!7 %$4 .%$4 2%0% %0% !!! $0$ .054 054 552 .552 "

2$% 2$% %47 45# .0"4 0"4 25! .25! 4

70! 70! !"!! #5$ .054 054 %47 .%47 5

000 ""5 0 %2# 000 000 000 ""5

%55 %55 !!% !!02 .00# 00# %4% .%4%

5%7 5%7 #%" #4! .004 004 5%" .5%"

247 247 522 4"# .0!5 0!5 2"2 .2"2

%55 %55 !!5$ %$4 .07" 07" 5$2 .5$2

000 000 0 0 000 000 000 000

5!# 5!# !024 !!"% 0!7 .0!7 5"% .5"%44# 44# #22 7 .040 040 40# .40#

44! 44! %%" $47 0"" .0"" 474 .474

5!# 5!# !!! !0" .0!2 0!2 50% .50%

000 000 0 0 000 000 000 000

24! 24! "4! 55" 0"" .0"" 27" .27"

20$ 20$ 4## 4#" .00! 00! 207 .207

204 204 454 4%2 00! .00! 20% .20%

24! 24! 55 "47 .0"! 0"! 20# .20#

reacciones en losa(o1os

reaccioneshi(erestaticas

sumatoria decortantes


8/86

+,- +.- +,- +.-

momentos

ton ton ton ton ton ton

000 000 0 0 0 0 000 000

2"4 2"4 0 0 0 0 000 000

!$5 !$5 0 0 0 0 000 000

000 000 0 0 0 0 000 000

000 000 0 0 0 0 000 000

000 000 0 0 0 0 000 000

47" 47" 474 7!% 0"457! .0"457! 50$ .50$

540 540 $7! $ .00$$75 00$$75 5"2 .5"2

2$2 2$2 5%2 4!$ .024 024 25$ .25$

2"5 2"5 "!7 2#" .004$ 004$ 2"! .2"!

000 000 0 0 0 0 000 000

5#7 5#7 724 $5 0!$ .0!$ %!5 .%!5

%$" %$" #%% #4% .0025 0025 %$0 .%$0

5!2 5!2 %$2 552 .02!%%7 02!%%7 4#0 .4#0

427 427 "# "$5 .00! 00! 42% .42%

000 245 0 4$# 0 0 000 245

550 550 7!7 %#5 .00"!4" 00"!4" 54% .54%

"27 "27 5#4 55# .004"75 004"75 "2" ."2"

47! 47! %5 42" .0"7$"" 0"7$"" 4"" .4""

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5#" 5#" #5! 70# .0"457! 0"457! 55$ .55$

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50$ 50$ 7!2 474 .0"#%%7 0"#%%7 4%$ .4%$

42" 42" 4$% 2"" .050% 050% "7" ."7"

000 2$! 0 5%4 0 0 000 2$!

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"7% "7% $$$ $24 .00$ 00$ "%$ ."%$

2$2 2$2 %" "4! .04$!%7 04$!%7 2"4 .2"4

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9/86

CENTRO DE MASA

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10/86

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4.C 5.C

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(eso de la(lanta


12/86

2"4 2!!

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13/86


m kg/m

4 5%2

eje entre ejes

m m2 kg/ml kg kg kg

0 A A' 0 0 0 0 0 0

A C 0 0 0 0 0 0

C E 0 0 0 0 0 0

E J 55 4!" 4220!0# 2"2!0% 2$% !!0

J & %5 4$$ 42!#"2" 27425% ""$ !"0

! A A' !5 0 0 0 7$ "0A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0

2 A A' !5 0 0 0 7$ 0

A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0

" A A' !5 0 0 0 7$ "0A C %5 #75 $4" 547#5 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 #75 $4" 547#5 ""$ 0

5 A A' 0 0 0 0 0 0

A C %5 !#75 !707%!5 !!0##5 ""$ 0

C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0

% A A' 0 0 0 0 0 0A C %5 !0 $%4%!54 5%20 ""$ 0

C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


14/86

ejes entre ejes

m m2 kg/ml kg kg kg

A' 0 ! 0 0 0 0 0 0

! 2 7 525 42!5 2#505 "%4 0

2 " $ % 42!5 ""72 4!% 0

" 5 0 0 0 0 0 0

5 % 0 0 0 0 0 0

A 0 ! 0 0 0 0 0 0

! 2 7 !%%" !""5!5! #"4%0% "%4 0

2 " $ !# !""475 !0%7$ 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

C 0 ! 0 0 0 0 0 0

! 2 7 2!!$ !70045! !!#0"2 "%4 02 " $ 242 !70005 !"%004 4!% 0

" 5 % $4 7$%$ 4720$ "!2 0

5 % 5 !25 !405 7025 2%0 0

E 0 ! !5 0 0 0 7$ 0

! 2 7 !#4" !55##5! !0#!#7 "%4 0

2 " $ !!2 7$%$ %2#44 4!% 0

" 5 % !%25 !5220$" #!"25 "!2 0

5 % 5 !25 !405 7025 2%0 0

J 0 ! !5 0 0 0 7$ 0

! 2 7 2! !%$% !!$02 "%4 02 " $ !" #!"25 7"0% 4!% 0

" 5 % $25 77275 4%"%5 "!2 0

5 % 5 !25 !405 7025 2%0 0

& 0 ! !5 0 0 0 7$ 0

! 2 7 !!"75 #!"25 %"#275 "%4 0

2 " $ !" #!"25 7"0% 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


15/86

iseño (eso del (retil (eso del muro fachada es(ecial )iga (

2 kg/ml kg/m2 kg/ml kg

25# 70 !%0 5

carga (untual de la )iga secundaria carga (

muro fachada

kg kg ml kg kg/ml kg m kg

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 "5 !$20 !040 "5 !%! !070 "#0% 0 0

0 $#% "5 !%! #22 ""$$ 0 0

0 $$0 "5 !%! #04 ""25 0 0

0 !040 "5 !%! !070 "#0% 0 0

0 0 0 0 0 0 75 "#0

!$20 0 75 "45 !070 $"70 0 0

!5%$ 0 75 "45 #22 72%0 0 0

!540 0 "5 !%! #04 ""25 0 0

!$20 0 75 "45 !070 $"70 0 0

420 0 0 0 0 0 "5 !$2!$20 0 4 !$4 !070 44%4 0 0

!5%$ 0 7 "22 #22 %77% 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 4 !$4 !070 44%4 0 0

0 0 0 0 0 0 0 0

!$20 0 0 0 !070 0 0 0

!5%$ 0 " !"$ #22 2#04 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 0 0 !070 0 0 0

0 0 0 0 0 0 0 00 !040 0 0 !070 0 0 0

0 $#% 0 0 #22 0 0 0

0 $$0 0 0 #04 0 0 0

0 !040 0 0 !070 0 0 0

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

carga(untual


(eso de la)iga


16/86

carga (untual de la )iga secundaria carga (

muro fachada


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

0 0 0 0 0 0 0 0

!#%0 0 0 0 0 0 0 02240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0

!400 0 0 0 0 0 0 0

420 0 0 0 0 0 275 !4"

!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 0 0 0 0 0 0

!400 0 0 0 0 0 0 0

420 0 0 0 0 0 % "!2

!#%0 0 0 0 0 0 0 02240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0

!400 0 0 0 0 0 0 0

0 240 0 0 0 0 "25 !%#

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

carga(untual


(eso de la)iga


17/86

inci(al )iga secundaria arandal

/ml kg/ml kg/ml

2 4% 20

untual del (retil/arandal +,- +.- +,-

carga (untual mom

kg kg kg/ml kg ton ton ton t0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 272 000 !"% !"% 0

0 0 0 0 "2! 000 !%! !%! 0

0 70 247 !!!%5 0!! !!2 000 !22 00 0 0 0 !"$ "#! 2%4 2%4 7"5

0 0 0 0 !!# ""# 22# 22# 5$"

0 0 0 0 !!7 """ 225 225 %4

0 0 0 0 !"$ "#! 2%4 2%4 %7#

0 !50 247 2"#25 00$ 2"# 000 247 0

0 0 0 2!% $"7 52% 52% !27$

0 0 0 !$% 72% 45% 45% ###

0 0 0 !$" """ 25$ 25$ %0%

0 0 0 2!% $"7 52% 52% !2"5

0 70 247 !!!%5 05" !!2 000 !%4 00 0 0 7%4 44% %05 %05 !!5

0 0 0 !$% %7$ 4"2 4"2 $!7

0 0 0 !$" 2$5 2"4 2"4 4#"

0 0 0 7%4 44% %05 %05 !0$!

0 0 0 000 000 000 000 0

0 0 0 !"2% 000 %%" %%" $7$

0 0 0 5"7 2#0 4!4 4!4 %!5

0 0 0 5%# 2$5 427 427 %7"

0 0 0 77$ 000 "$# "$# 7#7

0 0 0 000 000 000 000 00 0 0 700 000 "50 "50 44!

0 0 0 470 000 2"5 2"5 "5

0 0 0 50" 000 252 252 "0$

0 0 0 700 000 "50 "50 45

(eso del(retil

(eso delarandal

reaccion dela losa

cargadistriuida

carga(untual



18/86


carga (untual mom

kg kg kg kg ton ton ton t0 0 0 0 000 000 000 000 0

0 0 0 0 ""! 000 !%% !%% 0

0 0 0 0 "7# 000 !$# !$# 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 !0$" 000 542 542 %"4

0 0 0 0 !2"7 000 %!# %!# $22

0 0 0 0 !27 ""% 2"! 2"! 452

0 0 0 0 457 000 22# 22# 2!#

0 0 0 0 000 000 000 000 0

0 0 0 0 !42" 000 7!! 7!! $0 0 0 0 !%2% 000 $!" $!" #!2

0 0 0 0 %7! ""% 504 504 %$

0 0 0 0 $%# 000 4"4 4"4 "24

0 55 247 !"5$5" 050 !"% 000 !$% 0

0 0 0 0 !"24 000 %%2 %%2 7!4

0 0 0 0 $#5 000 44$ 44$ 5%4

0 0 0 0 !!!2 000 55% 55% %"#

0 0 0 0 $%# 000 4"4 4"4 4!"

0 !20 247 2#%"$! 050 2#% 000 "4% 0

0 0 0 0 !4!" 000 70% 70% $#20 0 0 0 ##% 000 4#$ 4#$ %#%

0 0 0 0 %%" ""% 4## 4## 7!#

0 0 0 0 $%# 000 4"4 4"4 424

0 %5 247 !%052$ 0"2 !%! 000 !#2 0

0 0 0 0 7$$ 000 "#4 "#4 5%#

0 0 0 0 #00 000 450 450 72#

0 0 0 0 !27 ""% 2"! 2"! 5!#

0 0 0 0 457 000 22# 22# 27#

(eso del(retil

(eso delarandal

reaccion dela losa

cargadistriuida

carga(untual



19/86

CE

+.-

ntos

n ton ton ton ton

0 000 000 000 000 Eje 6

0 000 000 000 000 A %!2$2# 0 0

0 000 000 000 000 C #0!77$ %5 5$%!55%

0 000 000 !"% .!"% E 72%402 !2! $7$#4%!

0 000 000 !%! .!%! J 7757%2 !7% !"%5"4!

"" 000 000 000 !22 & 47"7%2 24! !!4!7%75#5 .022 022 24" .24" "4#05" "#7220# !!"$

"#% .0"" 0"" !#5 .!#5

44# .0"5 0"5 !#0 .!#0

7" 00$ .00$ 272 .272 Eje 1

%%! 000 000 000 247 ! 55#0$7 2% !45"%27

!22# .00$ 00$ 5!# .5!# 2 #2%!$# !# !75#75$

$"% .02# 02# 427 .427 " $474$2 !! #"222#$

2$% .05$ 05$ !## .!## 4 74"%7% 5 "7!$"7#

!0!# .0"" 0"" 4#" .4#" 5 4!40## 0 0

"7% 000 000 000 !%4 "4#05" 45!745" 8 !2#4!0" .0!$ 0!$ 5$7 .5$7

#4" 02" .02" 454 .454

"0% .0"4 0"4 200 .200

$%4 .0"" 0"" 572 .572

0 000 000 000 000

772 .0!% 0!% %47 .%47

%#$ 0!5 .0!5 42# .42#

5#4 .0!4 0!4 4!" .4!"

$7% 0!2 .0!2 40! .40!

0 000 000 000 000445 00! .00! "5! ."5!

""5 .00" 00" 2"2 .2"2

""! 004 .004 25% .25%

44 .002 002 "4$ ."4$




20/86

+.-

ntos

n ton ton ton ton

0 000 000 000 000

0 000 000 !%% .!%%

0 000 000 !$# .!$#

0 000 000 000 000

0 000 000 000 000

0 000 000 000 000

57# .00$ 00$ 5"4 .5"4

$!! .00! 00! %!7 .%!7

4!# .005 005 22% .22%

"!4 0!# .0!# 24$ .24$

0 000 000 000 000

%7% .0!$ 0!$ %#4 .%#4#4 004 .004 $!% .$!%

%"% .007 007 4#% .4#%

4% 027 .027 4%! .4%!

" 000 000 000 !$%

%#" .00" 00" %5# .%5#

52! .005 005 442 .442

402 .040 040 5!7 .5!7

"% .0!! 0!! 424 .424

%07 000 000 000 "4%

72$ .02" 02" %$" .%$"54$ .0!# 0!# 4$0 .4$0

45% .044 044 455 .455

""2 .0!$ 0!$ 4!% .4!%

"4$ 000 000 000 !#2

4"$ .0!# 0!# "75 ."75

%"% .0!2 0!2 4"$ .4"$

"!5 .0"4 0"4 !#7 .!#7

22$ .0!0 0!0 2!$ .2!$




21/86

TRO DE MASA

A3EA

ton

!.A 2.A ".A 4.A 5.A "4#05"!#$

!22 5"4 %!7 22% 24$

5"4 5!# 5$7 %47 "5!

24" %!7 22% 24$

247 !%4

$#$757 !#!%# !5#4 !!2 5#$!

!.C 2.C ".C 4.C 5.C

24" 5!# 5$7 %47 "5!

!#5 427 454 42# 2"2

%#4 %#4 $!% 4#% 4%!

$!% 4#% 4%!

!!"!%7 24557 2"5" 20"" !044

!.E 2.E ".E 4.E 5.E

!#5 427 454 42# 2"2!#0 !## 200 4!" 25%

!$% %5# 442 5!7 424

%5# 442 5!7 424

!2"00" !7275 !%!" !7$2 #!!$

!.J 2.J ".J 4.J 5.J

!#0 !## 200 4!" 25%

272 4#" 572 40! "4$

"4% %$" 4$0 455 4!%

%$" 4$0 455 4!% !4#0#2 !$55 !707 !%$5 !02

!.& 2.& ".& 4.& 5.&

272 4#" 572 40! "4$

!#2 "75 4"$ !#7 2!$

"75 4"$ !#7 2!$

(eso de la(anta


22/86

$"#4#7 !"0%$ !20$ $!%# 5%%$


23/86

h muro/fachada

m

4

eje entre ejes

m m2 kg/ml kg kg

0 A A' 0 0 0 0 0

A C 0 0 0 0 0

C E 0 0 0 0 0

E J 55 4!" "$#72!$2 2!4"47 2$%

J & %5 4$$ "$#%4#2" 25"272 ""$

! A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

2 A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

" A A' !5 0 0 0 7$A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

4 A A' 0 0 0 0 0

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

5 A A' 0 0 0 0 0A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al


24/86

ejes entre ejes

m m2 kg/ml kg kg

A' 0 ! 0 0 0 0 0

! 2 7 525 "$#25 272475 "%4

2 " $ % "$#25 "!!4 4!%

" 4 0 0 0 0 0

4 5 0 0 0 0 0

A 0 ! 0 0 0 0 0

! 2 7 !%%" !2"2##57 $%"0#7 "%4

2 " $ !# !2"2%25 #$%! 4!%

" 4 % #75 $4""75 50%025 "!2

4 5 5 $!" $4"$#4 42!#47 2%0

C 0 ! 0 0 0 0 0

! 2 7 2!!$ !570"457 !0##242 "%4

2 " $ 242 !5%##75 !255#$ 4!%

" 4 % !$!5 !5%##75 #4!#$5 "!2

4 5 5 !5!" !5704#4 7$5247 2%0

E 0 ! !5 0 0 0 7$

! 2 7 !#4" !4405#57 !00$4!7 "%4

2 " $ !!2 72%% 5$!2$ 4!%

" 4 % !%%5 !440225 $%4!"5 "!2

4 5 5 !"$$ !440744 720"72 2%0

J 0 ! !5 0 0 0 7$

! 2 7 2! !557 !0$## "%4

2 " $ !" $4""75 %747 4!%" 4 % !$ !557 #"42 "!2

4 5 5 !5 !557 77$5 2%0

& 0 ! !5 0 0 0 7$

! 2 7 !!"$ $4"7457! 5#0%22 "%4

2 " $ !" $4""75 %747 4!%

" 4 % #75 $4""75 50%025 "!2

4 5 5 $!" $4"$#4 42!#47 2%0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al


25/86

carga de diseño (eso del (retil (eso del muro fachada es(ecial

kg/m2 kg/ml kg/m2 kg/ml

5!# 25# 70 !%0


muro fachada


0 0 0 0 0 0 0 0

0 0 0 0 0 ! 0 0

0 0 0 0 0 2 0 0

!!0 0 0 0 0 " 0 0

!"0 0 0 0 0 4 0 0

"0 0 0 0 0 0 0 "5

0 0 !040 "5 !%! !070 "#0% 0

0 0 $#% "5 !%! #22 ""$$ 0

0 0 $$0 "5 !%! #04 ""25 0

0 0 !040 "5 !%! !070 "#0% 0

0 0 0 0 0 0 0 75

0 !$20 0 75 "45 !070 $"70 0

0 !5%$ 0 75 "45 #22 72%0 0

0 !540 0 "5 !%! #04 ""25 0

0 !$20 0 75 "45 !070 $"70 0

"0 420 0 0 0 0 0 "50 !$20 0 7 "22 !070 7$!2 0

0 !5%$ 0 7 "22 #22 %77% 0

0 !540 0 " !"$ #04 2$50 0

0 !$20 0 7 "22 !070 7$!2 0

0 0 0 0 0 0 0 0

0 !$20 0 55 25" !070 %!"$ 0

0 !5%$ 0 55 25" #22 5"24 0

0 !540 0 55 25" #04 5225 0

0 !$20 0 55 25" !070 %!"$ 0

0 0 0 0 0 0 0 00 0 !040 25 !!5 !070 27#0 0

0 0 $#% 25 !!5 #22 2420 0

0 0 $$0 25 !!5 #04 2"75 0

0 0 !040 25 !!5 !070 27#0 0

(retil/arandal


(eso de la)iga

reaccion dela losa

carga(untual

longitud del(retil/arand

al


26/86


muro fachada carga (unt


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 !!20 0 0 0 0 0

0 0 !2$0 0 0 0 0 0

0 0 #%0 0 0 0 0 0

0 0 $00 0 0 0 0 0

0 0 0 0 0 0 0 0

0 !#%0 0 0 0 0 0 0

0 2240 0 0 0 0 0 0

0 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 420 0 0 0 0 0 275

0 !#%0 0 0 0 0 0 0

0 2240 0 0 0 0 0 0

0 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 420 0 0 0 0 0 %

0 !#%0 0 0 0 0 0 0

0 2240 0 0 0 0 0 00 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 0 240 0 0 0 0 "25

0 0 !!20 0 0 0 0 0

0 0 !2$0 0 0 0 0 0

0 0 #%0 0 0 0 0 0

0 0 $00 0 0 0 0 0

(retil/arandal


(eso de la)iga

reaccion dela losa

longitud del(retil/arand

al


27/86

)iga (rinci(al )iga secundaria arandal

kg/ml kg/ml kg/ml

52 4% 20

carga (untual del (retil/arandal +,- +.-

carga (untual

kg kg kg kg/ml kg ton ton ton

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 254 000 !27 !27

0 0 0 0 0 "00 000 !50 !50

!$2 0 70 247 !!!%5 0!! !!2 000 !22

0 0 0 0 0 !"$ "#! 2%4 2%4

0 0 0 0 0 !!# ""# 22# 22#

0 0 0 0 0 !!7 """ 225 225

0 0 0 0 0 !"$ "#! 2%4 2%4

"#0 0 !50 247 2"#25 00$ 2"# 000 247

0 0 0 0 2!% $"7 52% 52%

0 0 0 0 !$% 72% 45% 45%

0 0 0 0 !$" """ 25$ 25$

0 0 0 0 2!% $"7 52% 52%

!$2 0 70 247 !!!%5 05" !!2 000 !%40 0 0 0 2!% 7$! 4## 4##

0 0 0 0 !$% %7$ 4"2 4"2

0 0 0 0 !$" 2$5 2"4 2"4

0 0 0 0 2!% 7$! 4## 4##

0 0 0 0 000 000 000 000

0 0 0 0 2!% %!4 4!5 4!5

0 0 0 0 !$% 5"2 "5# "5#

0 0 0 0 !$" 52" "5" "5"

0 0 0 0 2!% %!4 4!5 4!5

0 0 0 0 000 000 000 0000 0 0 0 !"$ 27# 20$ 20$

0 0 0 0 !!# 242 !$0 !$0

0 0 0 0 !!7 2"$ !77 !77

0 0 0 0 !"$ 27# 20$ 20$

(eso de la)iga

(eso del(retil

(eso delarandal

reaccion dela losa

cargadistriuida

carga(untual



28/86


carga (untual

kg kg kg kg kg ton ton ton0 0 0 0 0 000 000 000 000

0 0 0 0 0 "0# 000 !54 !54

0 0 0 0 0 "5" 000 !77 !77

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 !0!! 000 50% 50%

0 0 0 0 0 !!5% 000 57$ 57$

0 0 0 0 0 %"" 000 "!7 "!7

0 0 0 0 0 52$ 000 2%4 2%4

0 0 0 0 0 000 000 000 000

0 0 0 0 0 !""2 000 %%% %%%

0 0 0 0 0 !522 000 7%! 7%!

0 0 0 0 0 !!4! 000 57! 57!

0 0 0 0 0 #5! 000 47% 47%

!4" 0 55 247 !2%#7"5 050 !27 000 !77

0 0 0 0 0 !24! 000 %20 %20

0 0 0 0 0 $47 000 42" 42"

0 0 0 0 0 !0%" 000 5"2 5"2

0 0 0 0 0 $$% 000 44" 44"

"!2 0 !20 247 27700#5 050 277 000 "27

0 0 0 0 0 !"22 000 %%! %%!

0 0 0 0 0 #40 000 470 4700 0 0 0 0 !!"" 000 5%7 5%7

0 0 0 0 0 #45 000 472 472

!%# 0 %5 247 !500"% 0"2 !50 000 !$2

0 0 0 0 0 7"# 000 "70 "70

0 0 0 0 0 $44 000 422 422

0 0 0 0 0 %"" 000 "!7 "!7

0 0 0 0 0 52$ 000 2%4 2%4

(eso de la)iga

(eso del(retil

(eso delarandal

reaccion dela losa

cargadistriuida

carga(untual



29/86

+,- +.-

momentos

ton ton ton ton ton

0 0 000 000 000 000 Eje 6

0 0 000 000 000 000 A 57"50!2$ 0

0 0 000 000 000 000 C $4!527$7 %5

0 0 000 000 000 000 E %$%7$5#$ !2!

0 0 000 000 000 000 J 75!!05 !7%

0 "!7 000 000 000 !22 & 4%705$"5 24!

%# 5%2 .020 020 245 .245 ""!##7$5

552 "74 .0"2 0"2 !#7 .!#7

5$" 44% .025 025 200 .200

%5$ %#$ 00% .00% 270 .270 Eje 1

0 %"! 000 000 000 247 ! 5"#7$# 2%

!2 !!44 .00# 00# 5!$ .5!$ 2 $#4"2!#% !#

#" 772 .02$ 02$ 42$ .42$ " $!%2$!!" !!

5%! "!$ .044 044 2!" .2!" 4 7!#!%05" 5

!!7 #75 .0"0 0"0 4#% .4#% 5 "50425$5 0

0 "%! 000 000 000 !%4 ""!##7$5 !077 #7$ .0!5 0!5 4$" .4$"

$0% $#7 0!% .0!% 44$ .44$

4% "0% .02$ 02$ 20% .20%

!00$ 7$ .0"5 0"5 4%" .4%"

0 0 000 000 000 000

!052 #72 .0!2 0!2 402 .402

754 %5" .0!$ 0!$ "4! ."4!

%!2 %$! 0!" .0!" "%5 ."%5

#%! !042 0!2 .0!2 427 .427

0 0 000 000 000 000"" "54 004 .004 2!2 .2!2

""" "$" 00# .00# !$# .!$#

""# "!% .004 004 !7" .!7"

"44 ""$ .00! 00! 207 .207




30/86

+,- +.-

momentos

ton ton ton ton ton0 0 000 000 000 000

0 0 000 000 !54 .!54

0 0 000 000 !77 .!77

0 0 000 000 000 000

0 0 000 000 000 000

0 0 000 000 000 000

57! 55% .002 002 504 .504

7$4 7"4 .00% 00% 572 .572

"7! "2! .00$ 00$ "0$ ."0$

!%% 2$! 02" .02" 2$7 .2$7

0 0 000 000 000 000

7!2 %!5 .0!4 0!4 %52 .%52

$%! $%2 000 000 7%! .7%!

57" 5!% .0!0 0!0 5%! .5%!

2#! 42" 02% .02% 502 .502

0 2$7 000 000 000 !77

70% %$5 .00" 00" %!7 .%!7

5"4 4$$ .00% 00% 4!$ .4!$

5# "%7 .0"7 0"7 4#5 .4#5

"2$ 2#2 .007 007 4"% .4"%

0 574 000 000 000 "27

7$7 %4! .02! 02! %40 .%40

%2# 5!5 .0!4 0!4 45% .45%%4" 4!7 .0"$ 0"$ 52# .52#

"$ 2## .0!% 0!% 45% .45%

0 ""2 000 000 000 !$2

5 "# .0!% 0!% "54 ."54

%%7 5$# .0!0 0!0 4!2 .4!2

425 24! .0"! 0"! 2$% .2$%

222 20! .004 004 2%0 .2%0




31/86

CENTRO DE MASA

E9:E&;3 9


32/86

$05#$7 !2%2% !!%!7%# #72#$! 4%725


33/86

ton

""!##7$47

(eso de la(lanta


34/86


35/86


m kg/

4 5%

eje entre ejes

m m2 kg/ml kg kg kg

0 A A' 0 0 0 0 0 0

A C 0 0 0 0 0 0

C E 0 0 0 0 0 0

E J 55 4!" 4220!0# 2"2!0% 2$% !!0

J & %5 4$$ 42!#"2" 27425% ""$ !"0! A A' !5 0 0 0 7$ "0

A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0

2 A A' !5 0 0 0 7$ 0

A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0" A A' !5 0 0 0 7$ "0

A C %5 #75 $4" 547#5 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 #75 $4" 547#5 ""$ 0

5 A A' 0 0 0 0 0 0

A C %5 !#75 !707%!5 !!0##5 ""$ 0

C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0% A A' 0 0 0 0 0 0

A C %5 !0 $%4%!54 5%20 ""$ 0

C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


36/86

ejes entre ejes

m m2 kg/ml kg kg kg

A' 0 ! 0 0 0 0 0 0! 2 7 525 42!5 2#505 "%4 0

2 " $ % 42!5 ""72 4!% 0

" 5 0 0 0 0 0 0

5 % 0 0 0 0 0 0

A 0 ! 0 0 0 0 0 0

! 2 7 !%%" !""5!5! #"4%0% "%4 0

2 " $ !# !""475 !0%7$ 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

C 0 ! 0 0 0 0 0 0! 2 7 2!!$ !70045! !!#0" "%4 0

2 " $ 242 !70005 !"%004 4!% 0

" 5 % $4 7$%$ 4720$ "!2 0

5 % 5 !25 !405 7025 2%0 0

E 0 ! !5 0 0 0 7$ 0

! 2 7 !#4" !55##5! !0#20 "%4 0

2 " $ !!2 7$%$ %2#44 4!% 0

" 5 % !%25 !5220$" #!"25 "!2 0

5 % 5 !25 !405 7025 2%0 0

J 0 ! !5 0 0 0 7$ 0! 2 7 2! !%$% !!$02 "%4 0

2 " $ !" #!"25 7"0% 4!% 0

" 5 % $25 77275 4%"%5 "!2 0

5 % 5 !25 !405 7025 2%0 0

& 0 ! !5 0 0 0 7$ 0

! 2 7 !!"75 #!"25 %"#275 "%4 0

2 " $ !" #!"25 7"0% 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


37/86

diseño (eso del (retil (eso del muro fachada es(ecial )iga (


25# 70 !%0 5

carga (untual de la )iga secundaria carga

muro fachada


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 "5 !$2

0 !040 "5 !%! !070 "#0% 0 0

0 $#% "5 !%! #22 ""$$ 0 0

0 $$0 "5 !%! #04 ""25 0 0

0 !040 "5 !%! !070 "#0% 0 0

0 0 0 0 0 0 75 "#0

!$20 0 75 "45 !070 $"70 0 0

!5%$ 0 75 "45 #22 72%0 0 0

!540 0 "5 !%! #04 ""25 0 0

!$20 0 75 "45 !070 $"70 0 0420 0 0 0 0 0 "5 !$2

!$20 0 4 !$4 !070 44%4 0 0

!5%$ 0 7 "22 #22 %77% 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 4 !$4 !070 44%4 0 0

0 0 0 0 0 0 0 0

!$20 0 0 0 !070 0 0 0

!5%$ 0 " !"$ #22 2#04 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 0 0 !070 0 0 00 0 0 0 0 0 0 0

0 !040 0 0 !070 0 0 0

0 $#% 0 0 #22 0 0 0

0 $$0 0 0 #04 0 0 0

0 !040 0 0 !070 0 0 0

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

carga(untual


(eso de la)iga


38/86

carga (untual de la )iga secundaria carga

muro fachada


0 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

0 0 0 0 0 0 0 0!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0

!400 0 0 0 0 0 0 0

420 0 0 0 0 0 275 !4"

!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 0 0 0 0 0 0

!400 0 0 0 0 0 0 0

420 0 0 0 0 0 % "!2!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0

!400 0 0 0 0 0 0 0

0 240 0 0 0 0 "25 !%#

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

carga(untual


(eso de la)iga


39/86

inci(al )iga secundaria arandal

ml kg/ml kg/ml

2 4% 20


carga (untual mom

kg kg kg/ml kg ton ton ton t0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 272 000 !"% !"% 0

0 0 0 0 "2! 000 !%! !%! 00 70 247 !!!%5 0!! !!2 000 !22 0

0 0 0 0 !"$ "#! 2%4 2%4 72!

0 0 0 0 !!# ""# 22# 22# 5$

0 0 0 0 !!7 """ 225 225 %0$

0 0 0 0 !"$ "#! 2%4 2%4 72$

0 !50 247 2"#25 00$ 2"# 000 247 0

0 0 0 2!% $"7 52% 52% !257

0 0 0 !$% 72% 45% 45% !0!%

0 0 0 !$" """ 25$ 25$ 5$4

0 0 0 2!% $"7 52% 52% !250 70 247 !!!%5 05" !!2 000 !%4 0

0 0 0 7%4 44% %05 %05 !!2%

0 0 0 !$% %7$ 4"2 4"2 $%

0 0 0 !$" 2$5 2"4 2"4 4%#

0 0 0 7%4 44% %05 %05 !0$

0 0 0 000 000 000 000 0

0 0 0 !"2% 000 %%" %%" $"7

0 0 0 5"7 2#0 4!4 4!4 %54

0 0 0 5%# 2$5 427 427 %52

0 0 0 77$ 000 "$# "$# $050 0 0 000 000 000 000 0

0 0 0 700 000 "50 "50 402

0 0 0 470 000 2"5 2"5 "%4

0 0 0 50" 000 252 252 "04

0 0 0 700 000 "50 "50 474

(eso del(retil

(eso delarandal

reaccion dela losa

carga(untual

cargadistriuida



40/86


carga (untual mom

kg kg kg kg ton ton ton t

0 0 0 0 000 000 000 000 00 0 0 0 ""! 000 !%% !%% 0

0 0 0 0 "7# 000 !$# !$# 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 000 000 000 000 0

0 0 0 0 !0$" 000 542 542 575

0 0 0 0 !2"7 000 %!# %!# $2#

0 0 0 0 !27 ""% 2"! 2"! 472

0 0 0 0 457 000 22# 22# 24!

0 0 0 0 000 000 000 000 00 0 0 0 !42" 000 7!! 7!! 7%$

0 0 0 0 !%2% 000 $!" $!" #2"

0 0 0 0 %7! ""% 504 504 %#4

0 0 0 0 $%# 000 4"4 4"4 "%2

0 55 247 !"5$5" 050 !"% 000 !$% 0

0 0 0 0 !"24 000 %%2 %%2 70$

0 0 0 0 $#5 000 44$ 44$ 5%%

0 0 0 0 !!!2 000 55% 55% %!"

0 0 0 0 $%# 000 4"4 4"4 42#

0 !20 247 2#%"$! 050 2#% 000 "4% 00 0 0 0 !4!" 000 70% 70% $4%

0 0 0 0 ##% 000 4#$ 4#$ %75

0 0 0 0 %%" ""% 4## 4## %#5

0 0 0 0 $%# 000 4"4 4"4 4"7

0 %5 247 !%052$ 0"2 !%! 000 !#2 0

0 0 0 0 7$$ 000 "#4 "#4 5!#

0 0 0 0 #00 000 450 450 707

0 0 0 0 !27 ""% 2"! 2"! 524

0 0 0 0 457 000 22# 22# 2##

(eso del(retil

(eso delarandal

reaccion dela losa

carga(untual

cargadistriuida



41/86

+.-

entos

n ton ton ton ton

0 000 000 000 000 Eje 6

0 000 000 000 000 A %!5"2! 0 0

0 000 000 000 000 C $#$$#$ %5 5$42$"$

0 000 000 !"% .!"% E 72$52$ !2! $$!5!$$

0 000 000 !%! .!%! J 77##"! !7% !"72%7#"2# 000 000 000 !22 & 47!!5# 24! !!"54#"

5## .0!# 0!# 245 .245 "4#"$4 "#7"#74

4 .0"2 0"2 !#7 .!#7

4#4 .02! 02! 204 .204

72" .00! 00! 2%" .2%" Eje 1

%%! 000 000 000 247 ! 5%4$4 2% !4%$5$"

!24$ .00! 00! 525 .525 2 #""$0% !# !7742"!

$!4 .0"% 0"% 420 .420 " $47$"2 !! #"2%!4$

"5$ .04! 04! 2!% .2!% 4 7"$7#! 5 "%#"#5"

!04" .0"2 0"2 4#5 .4#5 5 40$57 0 0"7% 000 000 000 !%4 "4#"$4 4544$24 8

!04$ .0!2 0!2 5#" .5#"

$#! 00% .00% 4"7 .4"7

"5 .022 022 2!2 .2!2

$!$ .040 040 5%5 .5%5

0 000 000 000 000

7$5 .00$ 00$ %55 .%55

%7# 004 .004 4!$ .4!$

%2# .004 004 42" .42"

$!7 002 .002 "#! ."#!0 000 000 000 000

4%7 0!0 .0!0 "%0 ."%0

"2% .007 007 22$ .22$

"4# 00$ .00$ 2%0 .2%0

40% .0!0 0!0 ""# .""#




42/86

+.-

entos

n ton ton ton ton

0 000 000 000 0000 000 000 !%% .!%%

0 000 000 !$# .!$#

0 000 000 000 000

0 000 000 000 000

0 000 000 000 000

%2" 007 .007 54$ .54$

$0! .00" 00" %!5 .%!5

405 .0!! 0!! 220 .220

2$! 00$ .00$ 2"7 .2"7

0 000 000 000 000722 .007 007 705 .705

#2$ 00! .00! $!" .$!"

%27 .0!! 0!! 4#2 .4#2

4!4 0!0 .0!0 445 .445

" 000 000 000 !$%

702 .00! 00! %%! .%%!

5!$ .00% 00% 442 .442

42$ .0"! 0"! 525 .525

"27 .020 020 4!4 .4!4

%0" 000 000 000 "4%707 .020 020 %$% .%$%

5%! .0!4 0!4 4$4 .4$4

4#5 .0"" 0"" 4%% .4%%

2#7 .02$ 02$ 40% .40%

"4$ 000 000 000 !#2

4"$ .0!2 0!2 "$2 ."$2

%42 .00$ 00$ 442 .442

""! .0"2 0"2 !## .!##

204 .0!# 0!# 2!0 .2!0




43/86

CENTRO DE MASA

A3EA

ton

!.A 2.A ".A 4.A 5.A "4#"$"7

!22 54$ %!5 220 2"7

54$ 525 5#" %55 "%0

245 %!5 220 2"7

247 !%4 #!%24 !#"5%" !5#"02 !!!!$ 5#%525

!!"742

!.C 2.C ".C 4.C 5.C

245 525 5#" %55 "%0

!#7 420 4"7 4!$ 22$

705 705 $!" 4#2 445

$!" 4#2 445

!!4%$ 24%"!4 2""%!5 20!0! !0"275

!.E 2.E ".E 4.E 5.E!"00$! !#7 420 4"7 4!$ 22$

204 2!% 2!2 42" 2%0

!$% %%! 442 525 4!4

%%! 442 525 4!4

!2474 !7"#!# !%!%"7 !7$04 #0!$5#

!.J 2.J ".J 4.J 5.J

204 2!% 2!2 42" 2%0

2%" 4#5 5%5 "#! ""#

"4% %$% 4$4 4%% 40%%$% 4$4 4%% 40%

!4### !$$!"! !72%74 !%$5# !0055

!.& 2.& ".& 4.& 5.&

2%" 4#5 5%5 "#! ""#

!#2 "$2 442 !## 2!0

"$2 442 !## 2!0

(eso de la(anta


44/86

$"$02 !"!$7# !20%04 7##%7 54#0%"


45/86

h muro/fachada

m

4

eje entre ejes

m m2 kg/ml kg kg

0 A A' 0 0 0 0 0

A C 0 0 0 0 0

C E 0 0 0 0 0

E J 55 4!" "$#72!$ 2!4"47 2$%

J & %5 4$$ "$#%4#2 25"272 ""$

! A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

2 A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

" A A' !5 0 0 0 7$

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

4 A A' 0 0 0 0 0

A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

5 A A' 0 0 0 0 0A C %5 0 0 0 ""$

C E 5% 0 0 0 2#!2

E J 55 0 0 0 2$%

J & %5 0 0 0 ""$

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al


46/86

ejes entre ejes

m m2 kg/ml kg kg

A' 0 ! 0 0 0 0 0

! 2 7 525 "$#25 272475 "%42 " $ % "$#25 "!!4 4!%

" 4 0 0 0 0 0

4 5 0 0 0 0 0

A 0 ! 0 0 0 0 0

! 2 7 !%%" !2"" $%"0#7 "%4

2 " $ !# !2"2%25 #$%! 4!%

" 4 % #75 $4""75 50%025 "!2

4 5 5 $!" $4"$#4 42!#47 2%0

C 0 ! 0 0 0 0 0

! 2 7 2!!$ !570"4% !0##242 "%42 " $ 242 !5%##75 !255#$ 4!%

" 4 % !$!5 !5%##75 #4!#$5 "!2

4 5 5 !5!" !5704#4 7$5247 2%0

E 0 ! !5 0 0 0 7$

! 2 7 !#4" !4405#% !00$4!7 "%4

2 " $ !!2 72%% 5$!2$ 4!%

" 4 % !%%5 !440225 $%4!"5 "!2

4 5 5 !"$$ !440744 720"72 2%0

J 0 ! !5 0 0 0 7$

! 2 7 2! !557 !0$## "%42 " $ !" $4""75 %747 4!%

" 4 % !$ !557 #"42 "!2

4 5 5 !5 !557 77$5 2%0

& 0 ! !5 0 0 0 7$

! 2 7 !!"$ $4"7457 5#0%22 "%4

2 " $ !" $4""75 %747 4!%

" 4 % #75 $4""75 50%025 "!2

4 5 5 $!" $4"$#4 42!#47 2%0

longitud delclaro

areatriutaria

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al


47/86

carga de diseño (eso del (retil (eso del muro fachada es(ecial

kg/m2 kg/ml kg/m2 kg/ml

5!# 25# 70 !%0


muro fachada carga (untual


0 0 0 0 0 0 0 0

0 0 0 0 0 ! 0 0

0 0 0 0 0 2 0 0

!!0 0 0 0 0 " 0 0

!"0 0 0 0 0 4 0 0

"0 0 0 0 0 0 0 "5

0 0 !040 "5 !%! !070 "#0% 0

0 0 $#% "5 !%! #22 ""$$ 0

0 0 $$0 "5 !%! #04 ""25 0

0 0 !040 "5 !%! !070 "#0% 0

0 0 0 0 0 0 0 75

0 !$20 0 75 "45 !070 $"70 0

0 !5%$ 0 75 "45 #22 72%0 0

0 !540 0 "5 !%! #04 ""25 0

0 !$20 0 75 "45 !070 $"70 0

"0 420 0 0 0 0 0 "5

0 !$20 0 7 "22 !070 7$!2 0

0 !5%$ 0 7 "22 #22 %77% 0

0 !540 0 " !"$ #04 2$50 0

0 !$20 0 7 "22 !070 7$!2 0

0 0 0 0 0 0 0 0

0 !$20 0 55 25" !070 %!"$ 0

0 !5%$ 0 55 25" #22 5"24 0

0 !540 0 55 25" #04 5225 0

0 !$20 0 55 25" !070 %!"$ 0

0 0 0 0 0 0 0 00 0 !040 25 !!5 !070 27#0 0

0 0 $#% 25 !!5 #22 2420 0

0 0 $$0 25 !!5 #04 2"75 0

0 0 !040 25 !!5 !070 27#0 0

(retil/arandal

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

longitud del(retil/aran

dal


48/86


muro fachada carga (untual


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 !!20 0 0 0 0 0

0 0 !2$0 0 0 0 0 0

0 0 #%0 0 0 0 0 0

0 0 $00 0 0 0 0 0

0 0 0 0 0 0 0 0

0 !#%0 0 0 0 0 0 00 2240 0 0 0 0 0 0

0 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 420 0 0 0 0 0 275

0 !#%0 0 0 0 0 0 0

0 2240 0 0 0 0 0 0

0 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 420 0 0 0 0 0 %

0 !#%0 0 0 0 0 0 00 2240 0 0 0 0 0 0

0 !%$0 0 0 0 0 0 0

0 !400 0 0 0 0 0 0

0 0 240 0 0 0 0 "25

0 0 !!20 0 0 0 0 0

0 0 !2$0 0 0 0 0 0

0 0 #%0 0 0 0 0 0

0 0 $00 0 0 0 0 0

(retil/arandal

longitud de la)iga

secundaria

(eso de la)iga

reaccion dela losa

longitud del(retil/aran

dal


49/86

)iga (rinci(al )iga secundaria arandal

kg/ml kg/ml kg/ml

52 4% 20


carga (untual

kg kg kg kg/ml kg ton ton ton0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 254 000 !27 !27

0 0 0 0 0 "00 000 !50 !50

!$2 0 70 247 !!!%5 0!! !!2 000 !22

0 0 0 0 0 !"$ "#! 2%4 2%4

0 0 0 0 0 !!# ""# 22# 22#

0 0 0 0 0 !!7 """ 225 225

0 0 0 0 0 !"$ "#! 2%4 2%4

"#0 0 !50 247 2"#25 00$ 2"# 000 247

0 0 0 0 2!% $"7 52% 52%

0 0 0 0 !$% 72% 45% 45%

0 0 0 0 !$" """ 25$ 25$

0 0 0 0 2!% $"7 52% 52%

!$2 0 70 247 !!!%5 05" !!2 000 !%4

0 0 0 0 2!% 7$! 4## 4##

0 0 0 0 !$% %7$ 4"2 4"2

0 0 0 0 !$" 2$5 2"4 2"4

0 0 0 0 2!% 7$! 4## 4##

0 0 0 0 000 000 000 000

0 0 0 0 2!% %!4 4!5 4!5

0 0 0 0 !$% 5"2 "5# "5#

0 0 0 0 !$" 52" "5" "5"

0 0 0 0 2!% %!4 4!5 4!5

0 0 0 0 000 000 000 0000 0 0 0 !"$ 27# 20$ 20$

0 0 0 0 !!# 242 !$0 !$0

0 0 0 0 !!7 2"$ !77 !77

0 0 0 0 !"$ 27# 20$ 20$

(eso de la)iga

(eso del(retil

(eso delarandal

reaccion dela losa

carga(untual

cargadistriuida



50/86


carga (untual

kg kg kg kg kg ton ton ton0 0 0 0 0 000 000 000 000

0 0 0 0 0 "0# 000 !54 !540 0 0 0 0 "5" 000 !77 !77

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 000 000 000 000

0 0 0 0 0 !0!! 000 50% 50%

0 0 0 0 0 !!5% 000 57$ 57$

0 0 0 0 0 %"" 000 "!7 "!7

0 0 0 0 0 52$ 000 2%4 2%4

0 0 0 0 0 000 000 000 000

0 0 0 0 0 !""2 000 %%% %%%0 0 0 0 0 !522 000 7%! 7%!

0 0 0 0 0 !!4! 000 57! 57!

0 0 0 0 0 #5! 000 47% 47%

!4" 0 55 247 !2%#74 050 !27 000 !77

0 0 0 0 0 !24! 000 %20 %20

0 0 0 0 0 $47 000 42" 42"

0 0 0 0 0 !0%" 000 5"2 5"2

0 0 0 0 0 $$% 000 44" 44"

"!2 0 !20 247 2770! 050 277 000 "27

0 0 0 0 0 !"22 000 %%! %%!0 0 0 0 0 #40 000 470 470

0 0 0 0 0 !!"" 000 5%7 5%7

0 0 0 0 0 #45 000 472 472

!%# 0 %5 247 !500"% 0"2 !50 000 !$2

0 0 0 0 0 7"# 000 "70 "70

0 0 0 0 0 $44 000 422 422

0 0 0 0 0 %"" 000 "!7 "!7

0 0 0 0 0 52$ 000 2%4 2%4

(eso de la)iga

(eso del(retil

(eso delarandal

reaccion dela losa

carga(untual

cargadistriuida



51/86

+,- +.-

momentos

ton ton ton ton ton

0 0 000 000 000 000 Eje

0 0 000 000 000 000 A 575""4$

0 0 000 000 000 000 C $"#4%%!

0 0 000 000 000 000 E %$%0!72

0 0 000 000 000 000 J 75!7$72

0 "!5 000 000 000 !22 & 4%4!4#%

%$" 5%2 .0!# 0!# 24% .24% ""!%755

54" "75 .0"0 0"0 !## .!##

5%$ 4%# .0!$ 0!$ 207 .207

702 %%7 .005 005 25# .25# Eje

0 %"! 000 000 000 247 ! 54277$5

!!$# !!%2 .004 004 522 .522 2 $#$$5""

#5" 75% .0"5 0"5 42! .42! " $!7000#

5"7 "4 .0"% 0"% 222 .222 4 7!4000$

!!77 #$7 .02# 02# 4#7 .4#7 5 "44!2!"

0 "% 000 000 000 !%4 ""!%755

!057 #$! .0!2 0!2 4$7 .4$7

7$7 77% .002 002 4"0 .4"0

4!7 ""2 .0!5 0!5 2!$ .2!$

!0!2 7$4 .0"5 0"5 4%" .4%"

0 0 000 000 000 000

!0!$ !04" 004 .004 4!# .4!#

#0" 777 .02" 02" ""7 .""7

%42 %77 00% .00% "5# ."5#

## !02% 00% .00% 420 .420

0 0 000 000 000 000"22 "52 005 .005 2!" .2!"

2%# 2#% 005 .005 !$5 .!$5

"!$ "2$ 002 .002 !7# .!7#

"5$ "2# .004 004 204 .204




52/86

+,- +.-

momentos

ton ton ton ton ton

0 0 000 000 000 000

0 0 000 000 !54 .!540 0 000 000 !77 .!77

0 0 000 000 000 000

0 0 000 000 000 000

0 0 000 000 000 000

52# 5#7 0!0 .0!0 5!5 .5!5

7$" 72# .007 007 57! .57!

"$4 "0% .0!" 0!" "04 ."04

!#! 25" 0!2 .0!2 27% .27%

0 0 000 000 000 000

70" %$7 .002 002 %%4 .%%4$%5 $55 .00! 00! 7%0 .7%0

57" 5! .0!! 0!! 5%0 .5%0

""" "$2 0!0 .0!0 4$5 .4$5

0 2$7 000 000 000 !77

%%$ %57 .002 002 %!# .%!#

5" 4$! .00% 00% 4!7 .4!7

5%" "#2 .02# 02# 50" .50"

"% 2%7 .0!# 0!# 425 .425

0 574 000 000 000 "27

7$! %5% .0!$ 0!$ %4" .%4"%25 5!$ .0!" 0!" 457 .457

%!$ 442 .02# 02# 5"7 .5"7

4!4 27" .02$ 02$ 444 .444

0 ""2 000 000 000 !$2

4$2 4!! .0!0 0!0 "5# ."5#

%7 5#2 .0!0 0!0 4!2 .4!2

42! 24% .02# 02# 2$7 .2$7

25! !75 .0!5 0!5 24# .24#




53/86

CENTRO DE MASA

E9:E&;3 9


54/86

$000!#5 !2%$#4 !!%"27 #5%5% 4527!


55/86

ton

""!%754$$

(eso de la(lanta


56/86


57/86

h muro/fachada carga d

m kg/

4 5

eje entre ejesarea triutaria

m m2 kg/ml kg kg kg

0 A A' 0 0 0 0 0 0

A C 0 0 0 0 0 0

C E 0 0 0 0 0 0

E J 55 4!" 4220!0# 2"2!0% 2$% !!0

J & %5 4$$ 42!#"2" 27425% ""$ !"0

! A A' !5 0 0 0 7$ "0

A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0

2 A A' !5 0 0 0 7$ 0

A C %5 0 0 0 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 0 0 0 ""$ 0

" A A' !5 0 0 0 7$ "0

A C %5 #75 $4" 547#5 ""$ 0

C E 5% 0 0 0 2#!2 0

E J 55 0 0 0 2$% 0

J & %5 #75 $4" 547#5 ""$ 0

5 A A' 0 0 0 0 0 0

A C %5 !#75 !707%!5 !!0##5 ""$ 0

C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0

% A A' 0 0 0 0 0 0

A C %5 !0 $%4%!54 5%20 ""$ 0C E 5% %25 %272"2! "5!25 2#!2 0

E J 55 %$$ 70"0!0# "$%%5% 2$% 0

J & %5 !0 $%4%!54 5%20 ""$ 0

longitud delclaro

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


58/86

ejes entre ejes area triutaria

m m2 kg/ml kg kg kg

A' 0 ! 0 0 0 0 0 0

! 2 7 525 42!5 2#505 "%4 0

2 " $ % 42!5 ""72 4!% 0

" 5 0 0 0 0 0 0

5 % 0 0 0 0 0 0

A 0 ! 0 0 0 0 0 0

! 2 7 !%%" !""5!5! #"4%0% "%4 0

2 " $ !# !""475 !0%7$ 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

C 0 ! 0 0 0 0 0 0

! 2 7 2!!$ !70045! !!#0" "%4 0

2 " $ 242 !70005 !"%004 4!% 0

" 5 % $4 7$%$ 4720$ "!2 05 % 5 !25 !405 7025 2%0 0

E 0 ! !5 0 0 0 7$ 0

! 2 7 !#4" !55##5! !0#20 "%4 0

2 " $ !!2 7$%$ %2#44 4!% 0

" 5 % !%25 !5220$" #!"25 "!2 0

5 % 5 !25 !405 7025 2%0 0

J 0 ! !5 0 0 0 7$ 0

! 2 7 2! !%$% !!$02 "%4 0

2 " $ !" #!"25 7"0% 4!% 0

" 5 % $25 77275 4%"%5 "!2 05 % 5 !25 !405 7025 2%0 0

& 0 ! !5 0 0 0 7$ 0

! 2 7 !!"75 #!"25 %"#275 "%4 0

2 " $ !" #!"25 7"0% 4!% 0

" 5 % 0 0 0 "!2 0

5 % 5 %25 7025 "5!25 2%0 0

longitud delclaro

reaccion dela losa

(eso de lalosa

(eso de la)iga

(rinci(al

(retil/arandal


59/86

diseño (eso del (retil (eso del muro fachada es(ecial )iga (


2 25# 70 !%0

carga (untual de la )iga secundaria carg

muro fachada


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 "5 !$2

0 !040 "5 !%! !070 "#0% 0 0

0 $#% "5 !%! #22 ""$$ 0 0

0 $$0 "5 !%! #04 ""25 0 0

0 !040 "5 !%! !070 "#0% 0 0

0 0 0 0 0 0 75 "#0

!$20 0 75 "45 !070 $"70 0 0

!5%$ 0 75 "45 #22 72%0 0 0

!540 0 "5 !%! #04 ""25 0 0

!$20 0 75 "45 !070 $"70 0 0

420 0 0 0 0 0 "5 !$2

!$20 0 4 !$4 !070 44%4 0 0

!5%$ 0 7 "22 #22 %77% 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 4 !$4 !070 44%4 0 0

0 0 0 0 0 0 0 0

!$20 0 0 0 !070 0 0 0

!5%$ 0 " !"$ #22 2#04 0 0

!540 0 " !"$ #04 2$50 0 0

!$20 0 0 0 !070 0 0 0

0 0 0 0 0 0 0 0

0 !040 0 0 !070 0 0 00 $#% 0 0 #22 0 0 0

0 $$0 0 0 #04 0 0 0

0 !040 0 0 !070 0 0 0

carga (untual de la )iga secundaria carg

longitud de la)iga

secundaria

(eso de la)iga

reaccion de lalosa

carga(untual


(eso de la)iga


60/86

muro fachada


0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

0 0 0 0 0 0 0 0

!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0!400 0 0 0 0 0 0 0

420 0 0 0 0 0 275 !4"

!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 0 0 0 0 0 0

!400 0 0 0 0 0 0 0

420 0 0 0 0 0 % "!2

!#%0 0 0 0 0 0 0 0

2240 0 0 0 0 0 0 0

!%$0 0 "25 !4#5 #$7 ""5725 0 0!400 0 0 0 0 0 0 0

0 240 0 0 0 0 "25 !%#

0 !!20 0 0 0 0 0 0

0 !2$0 0 0 0 0 0 0

0 #%0 "25 !4#5 #$7 ""5725 0 0

0 $00 0 0 0 0 0 0

longitud de la)iga

secundaria

(eso de la)iga

reaccion de lalosa

carga(untual


(eso de la)iga


61/86

rinci(al )iga secundaria arandal

/ml kg/ml kg/ml

2 4% 20

(untual del (retil/arandal +,- +.-

carga (untual carga (untual

kg kg kg/ml kg ton ton ton0 0 0 0 000 000 000 000

0 0 0 0 000 000 000 000

0 0 0 0 000 000 000 000

0 0 0 0 272 000 !"% !"%

0 0 0 0 "2! 000 !%! !%!

0 70 247 !!!%5 0!! !!2 000 !22

0 0 0 0 !"$ "#! 2%4 2%4

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