Memoria de cálculo de edificio

ÍNDICE 1.

DESCRIPCIÓN DESCRIPCIÓN DEL PROYECTO.. PROYECTO....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ............ ..........2 ...2

2.

NORMATIVA NORMATIVA.............. ............................ ........................... ........................... ............................ ........................... ........................... ............................ ........................... ................. .... 2 2.1 MATERIALES........... MATERIALES......................... ............................ ........................... ........................... ............................ ........................... ........................... .............................. ................ 3

3.

ANÁSIS DE CARGAS.... CARGAS......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ............ ................ ..............4 .....4

4.

ANÁLISIS ANÁLISIS SÍSMICO... SÍSMICO....... ........ ........ ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ........... ............... ................5 .......5

5.

GEOMETRÍA...................... GEOMETRÍA.................................... ........................... ........................... ........................... ........................... ............................ .................................. .................... 17

6.

PROPIEDADES.......................... PROPIEDADES........................................ ............................ ........................... ........................... ........................... ........................... ..........................19 ............19

7.

ESPECIFICACI ESPECIFICACIONES.. ONES...... ........ ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ........... ............... ................. .............21 ....21

8.

APOYOS........................ APOYOS..................................... ........................... ............................ ........................... ........................... ............................ ...................................... ........................ 23

9.

CARGAS.......................... CARGAS........................................ ........................... ........................... ............................ ........................... ........................... ................................ .................. .... 23

1.

COM!INACI COM!INACIONES.. ONES....... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ........... ............... ........... ...27 27

11. 11.

DISE"O... DISE"O....... ........ ........ ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .............28 ........28

12.

ARC#IVO ARC#IVO DE SALIDA.... SALIDA........ ........ ........ ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ............ ................ ................. ..............28 .....28

13.

INTERPRET INTERPRETACI ACIÓN ÓN DE RES$LT RES$LTADOS.... ADOS........ ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........37 ....37

14.

DESPLA DESPLA%AM %AMIEN IENTOS TOS MÁ&IMO MÁ&IMOS S CONTRA CONTRA DESPLA DESPLA%AM %AMIEN IENTOS TOS PERMIS PERMISI!L I!LES.. ES....... ..........5 .....54 4

15.

DISE"O DISE"O DE %APA %APATAS...... AS.......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... .......... .............. ................. ............55 ....55

1.

DESCRIPCIÓN DEL PROYECTO E' ()*( +,-(/*- )( +,()('*0 ( )(- ()*,/*,0 ( ' (/- /0- (' 0 /0 ( P(0. E (/- )( /-'-,0 ( 3 '(() +0,0 )- ( -/'0)  ()*: /0)/0- /-'0 ()*,/*,0 ( ;,+- !. C-'))*( (' ' (/- <,- /-' /-'0) ( /-'/,(*-  ;0) IR ( 0/(,- /-' ))*(0 ( +)- (' 0 0=-*(0  (' -) ('*,(+)-) ( *0(,-) ( -)0/(,- 0+-0-) (' *,0() +,'/+0()  )(/'0,0). S( *('( ' :,(0 ( +,-(/*- ,(/*0';0, /-' (')-'() ( 22 > 26 (*,-). S( *('(' 5 (?() -';*'0() /-' (')-'() ( 6  8 (*,-)  4 *,0')(,)0() /-' )*0'/0) ) ( 7  8 (*,-). L0 0*,0 ( (/- () ( 11 (*,-)@ )0 ( )( ();-)0 (' 0*,0) ( ('*,(+)-) ( 4. @ 3.5 @ 3.5. A /-'*'0/B'@ /-'*'0/B'@ )( +,()('*0 ' ,('(, ,(+,()('*0*- ( 0 ()*,/*,0 ( (/-

2.

NORMATIVA E' ( +,()(' +,()('*( *( +,-(/* +,-(/*- )( *= *=0,0,-' ' -) ,(;0 ,(;0('* ('*-) -) ( /-')* /-')*,/ ,//B /B' '  '-,0* '-,0*0 0)) ;('*() (' 0 ,(;B'. S( *=B /-- ,((,('/0 ( 0':))  )(- ()*,/*,0 0) N-,0) N-,0) T/'/ T/'/0) 0) C-+( C-+((' ('*0, *0,0) 0) +0,0 +0,0 D)(D)(-  C-')*, C-')*,// //B' B' ( E)*,/ E)*,/*, *,0) 0) ( C-'/,( C-'/,(*-@ *-@ 0) N-,0) N-,0) T/'/ T/'/0) 0) C-+( C-+(('* ('*0, 0,0) 0) +0,0 +0,0 D)(D)(-  C-')*, C-')*,// //B' B' ( E)*,/*,0) (*:/0)@ 0) N-,0) T/'/0) C-+(('*0,0) S-,( C,*(,-)  A//-'() +0,0 ( D)(- E)*,/*,0 ( 0) E/0/-'()@ ( 0'0 IMCA  ( 0'0 ( D)(- +-, S)- ( 0 CFE 1993. P0,0 ( )(- ()*,/*,0 ( (/- )( ,(0=B ' 0':)) +-, /0,;0 (,*/0 /-')(,0'/0,; /0,;0 0 (, (,*0 *0 :) :) /0,; /0,;0 0 0 0 :> :>0 0@@ 0( 0(:) :) ( 0) 0) /- /-' '0/ 0/-'( '()) ' '0 0)) ()+(//00) (' '-,0*0 ;('*(. S( +,-+)- '0 ()*,/*,0 0 0)( ( 0,/-) ,;-)

/-')*,-) +-, /-'0) ( /-'/,(*-  *,0() ( 0/(,-  (0'*( 0 00 ( )-*0,( STAAD.P,STAAD.P,- V8 )( 0'0=B 0 +,-+()*0 ()*,/*,0.

2.1 MATERIALES Columnas y cimentación de la estructura de concreto reforzado

/ T.M.A. A/(,- *,0')(,)0 J 14  A/(,- -';*'0  R(/,('*- (,*/0 R(/,('*- 0*(,0

25 19. 42 42 5 3

H;/2  H;/2 H;/2 / /

Trabes de acero

P(,() K

14 > 53 8 > 31 1 > 39

Losacero

Ternium Te rnium 25 calibre 20 con espesor de concreto de 5 cm, en la siguiente tabla se resumen sus propiedades:

3.

ANÁSIS DE CARGAS D( 0/(,- /-' N-,0) T/'/0) C-+(('*0,0) S-,( C,*(,-)  A//-'() +0,0 ( D)(- E)*,/*,0 ( 0) E/0/-'()@ NTCCADEE@ )( ('(' -) ()*0-) ( /0,;0) /-' -) );('*() /-'/(+*-)

0 C0,;0 M(,*0.  )-' 0) 0//-'() ( +(,0'(/(' )-,( 0 ()*,/*,0  ( /0 '*(')0 0,0  +-/- /-' ( *(+-. P(,*('(/(' 0 ()*0 /0*(;-,0 -) ((('*-) ()*,/*,0()@ (+?() ()*:*/-) ( *(,,0@ 0/<00)  *--) -) ((('*-) ( +(,0'(=/0' ?-) (' 0 /-')*,//B'@ ( 0'(,0 ( ;,0*0' (' -,0 /-')*0'*( )-,( 0 ()*,/*,0.  C0,;0) V0,0().  ()*( *+- ( 0//-'() /-')(,0' 0 +,-00 ( /0,;0 0 0) ( ()*0,: )-(*0 0 ()*,/*,0 ( 0/(,- 0 0 -/+0/B' ( -) ()+0/-) ( +,-(/*-@ '-)( (' *,() *+-) +,'/+0('*( •

•

•

V0) M:>0).  S-' 0) /0,;0) /-' ( 0-, :>- +,-0( ,0'*( 0 0 ()+(,00 ( 0 (/0/B'. V0) I')*0'*:'(0).  S-' 0) /0,;0) /-' ( 0-, :>- +,-0( (' ( 0+)- (' ( )( +(0 +,()('*0, '0 0//B' 0//('*0@ /-' (('*- ))/-@ ('*-@ (*/. V0) M(0).  S-' 0) /0,;0) /-' ( 0-, (- +,-0( ( +(( *-0, 0 0//B' (' ' 0+)- ( 0,-) 0-)  )( (+(0,: +0,0 ()*0, ((/*-) 0 0,;- +0=-@ /-- (-,0/-'() <'('*-) ( 0 ()*,/*,0.

/ A//-'() A//('*0().  S-' 0) /0,;0) ( '- )( ((' 0 '/-'0('*'-,0 ( 0 (/0/B'  ( +((' 0/0'=0, '*(')0() );'/0*0) )-- ,0'*( 0+)-) ,((). E' ()*0 /0*(;-,0 )( ('/('*,0' -) ((/*-) +-, ('*-@ ))-@ ;,0'=-@ '((@ (>+-)-'()@ '/('-)  -*,-) ('B('-) ( +((' +,()('*0,)( (' /0)-) (>*,0-,'0,-).

4.

ANÁLISIS SÍSMICO E' *,'-) ;('(,0()@ +((' ()*0(/(,)( /-- -?(*-) ( )(- ))/- );('*(

E*0, ( )( (>/(0 ( ()*0- *( ( )(,/- +0,0 ))-) ( '*(')0 -(,00 ( +((' +,()('*0,)( 0,0) (/() (' 0 0 ( 0 ()*,/*,0. ( ( ()*0- ( *( ( '*(;,0 ()*,/*,0 '- )( (>/(0 +0,0 ))-) )((,-) ( *('(' '0 +-)0 );'/0*0 ( +,()('*0,)( (' 0 0 ( 0 ()*,/*,0.

E ()*0- *( ( )+(,('/0 '- (( (>/((,)( ' +0,0 ))-) (>*,0-,'0,-) ( *(';0' '0  +((0 +,-00 ( -/,,('/0. E Manual de Diseño por Sismo de CFE 1! @ ()*0(/( +0,:(*,-) ( 0':))  )(/-' ( +,-+B)*- ( /+, /-' -) -?(*-) 0'*() ('/-'0-). A /-'*'0/B'@ )( +,()('*0' -) 0)+(/*-) '0('*0() ( /<0) '-,0)@ - ( '-) +(,*,: ()*0(/(, -) +0,:(*,-) ( 0':)) 0+,-+0-) +0,0 ()0,,-0, '()*,- +,-(/*-.

TIPOS DE ANÁLISIS SÍSMICOS CFE 1993 ()*0(/( -) *+-) ( 0':)) ))/-) ( 0/(,- 0 0) /0,0/*(,)*/0) ;(-*,/0)  ()*,/*,0/B' ( )( +0'(( 0-+*0, 0 +,-(/*-@ )('- -) +,'/+0() ( *-- )+/0-@ ( *-- ()*:*/-  -) *--) ':/-).

M*-- S+/0-. E' CFE 1993 (' ) C0+*- 3.4@ ()*: ('-/0- +,'/+0('*( 0 ()*,/*,0) /-')*,0) +-, (- ( ,-) ;0-) ('*,( ). P0,0 +-(, *=0, /<*-- () '(/()0,- <0/(, /+, 0 ()*,/*,0 /-' -) +'*-) ();-)0-) (' 0 )(//B' 2.1 ( 0) )0) '-,0)@ -) /0() ()*0(/( -) ,()*-) +0,0 +-(, *=0, /<*--.

M*-- E)*:*/-. S( +-,: *=0, ( *-- ()*:*/- ( )( ()/,( (' ( C0+*- 8 ( 0) )0) '-,0)@ +0,0 0'0=0, ()*,/*,0) ,(;0,()@ /-' 0*,0) '- 0-,() 0 3   ()*,/*,0) ,,(;0,() ( '- :) ( 2. E' ( /0)- ( (/-) -/0=0-) (' %-'0 I@ -) *() 0'*(,-,() )( 0+0' 0 4   3 @ ,()+(/*0('*(. P0,0 ()*0(/(, ) '0 ()*,/*,0 () ,(;0, - ,,(;0,@ )( ((,:' ( ,()0, -) +0,:(*,-) ( )( ('(' (' CFE 1993.

M*--) D':/-). S( /-')(,0' *--) ':/-) 0 A':)) M-0  A':)) P0)- 0 P0)-@ -) /0() )( +((' 0+/0, 0 /0(, *+- ( ()*,/*,0 )' +-,*0, )) /0,0/*(,)*/0) ;(-*,/0). D( 0/(,- 0 0) (() ':/0)@ ,;(= )0 ( (/-@ /0,0/*(,)*/0) ;(-*,/0)@ (*/.@ )( +((' -*('(, -) +0,:(*,-) ( ,()+()*0@ /-()+0=0('*-)@ (,=0) ))/0)@ -('*-) ( -*(-@ (*/.@ 0 (,('/0 ('*,( -) -) *--) ,0/0 (' ( ( +,(,- *=0 ()+(/*,-) ( )(-@ ('*,0) ( ( )(;'*=0 ,()+()*0) - 0/((,-;,00) ( *(-,() ,(0() (' ()+(//-.

D( 0/(,- 0 -) *,() *+-) ( 0':)) ))/-)@ +0,0 '()*,0 ()*,/*,0 )( 0-+*B ( *-- ()*:*/-@ (- ( *('(-) ' (/- ('-, ( 2 (*,-) ( 0*,0  )( ('/('*,0 ('*,- ( 0 =-'0 ))/0 !.

COEFICIENTE SÍSMICO

D( 0/(,- /-' ( 0;,00 +,()('*0- (' ( /0+*- 3.3 ( M0'0 ( D)(- +-, S)- CFE 1993@ ( /0)- ( ()*- )( ('/('*,0 /0- (' 0 =-'0 ))/0 ! ( +0).

E' 0 *00 4.1 ( )- 0'0 )( ()+(//0' -) /-(/('*() )/-) (' '/B' ( 0 =-'0@ ( *+- ( *(,,('-  ( *+- ( ()*,/*,0@ +-, 0) /0,0/*(,)*/0) ( (/-  ( /-(/('*( )((//-'0- () CQ.7

VERIFICACIÓN DE LAS CONDICIONES DE REGULARIDAD A /-'*'0/B'@ )( ('(,0' 0) /-'/-'() ( ,(;0,0 ( 0,/0' 0) NTCDF +0,0 )(- +-, ))-  )( (00 ( ()(+(- ( '()*,0 (/0/B' 0 /00 '0 ( (0).

Condiion!" d! #!$%&'#id'd 1 S +0'*0 () )(')(('*( )*,/0 /-' ,()+(/*- 0 -) (?() -,*-;-'0() +-, - ( *-/0 0 0)0)@ 0) /-- 0 ,-)  -*,-) ((('*-) ,())*('*(). )*-) )-'@ 0(:)@ )(')(('*( +0,0(-) 0 -) (?() -,*-;-'0() +,'/+0() ( (/-.

L0 ()*,/*,0 () )*,/0 /-' ,()+(/*- 0 (?( Y@ +(,- '- /-' ( (?( & No %()&! *"+' ondii,n d! #!$%&'#id'd . 2 L0 ,(0/B' ( ) 0*,0 0 0 (')B' ('-, ( ) 0)( '- +0)0 ( 2.5.
11

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Q

22

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
2. 

S- %()&! *"+' ondii,n d! #!$%&'#id'd 3 L0 ,(0/B' ( 0,;- 0 0'/<- ( 0 0)( '- (>/(( ( 2.5 LQ

26

.

Q

22

.

LQ

1.182 .

S- %()&! *"+' ondii,n d! #!$%&'#id'd 4 E' +0'*0 '- *('( ('*,0'*() ' )0('*() /0 (')B' (>/(0 ( 2 +-, /('*- ( 0 (')B' ( 0 +0'*0 (0 +0,0(0('*( 0 0 ,(//B' ( )( /-')(,0 ( ('*,0'*( - )0('*(.

No %()&! *"+' ondii,n d! #!$%&'#id'd 5 E' /00 '( *('( ' ))*(0 ( *(/<- - +)- ,;-  ,())*('*(. T--) -) '(() *('(' ' ))*(0 ( *(/<- - +)- ,;-.

S- %()&! *"+' ondii,n d! #!$%&'#id'd 6 N- *('( 0(,*,0) (' )) ))*(0) ( *(/<- - +)- /0 (')B' (>/(0 ( 2 +-, /('*- ( 0 (')B' (' +0'*0 (0 +0,0(0('*( 0 0 0(,*,0U 0) :,(0) <(/0) '- -/0)-'0' 0)(*,0) );'/0*0) ' (,(' (' +-)/B' ( ' +)- 0 -*,-@  ( :,(0 *-*0 ( 0(,*,0) '- (>/(( (' '';' '( ( 2 +-, /('*- ( :,(0 ( 0 +0'*0.

No %()&! *"+' ondii,n d! #!$%&'#id'd 7 E +()- ( /00 '(@ '/('- 0 /0,;0 0 ( (( /-')(,0,)( +0,0 )())/-@ '- () 0-, ( 11 +-, /('*- ( /-,,()+-'('*( 0 +)- '(0*- '(,-, '@ (>/(+/B' <(/<0 ( *- '( ( 0 /-')*,//B'@ () ('-, ( 7 +-, /('*- ( /<+()-. S- %()&! *"+' ondii,n d! #!$%&'#id'd 8 N';' +)- *('( ' :,(0@ (*00 +-, -) +0-) (>*(,-,() ( )) ((('*-) ,())*('*() (,*/0()@ 0-, ( 11 +-, /('*- ( 0 ( +)- '(0*- '(,-, ' ('-, ( 7 +-, /('*- ( )*0. S( (>( ( ()*( *- ,()*- '/0('*( 0 *- +)- ( 0 /-')*,//B'. A(:)@ ( :,(0 ( '';' ('*,(+)- (>/(( (' :) ( 5 +-, /('*- 0 0 ('-, ( -) +)-) '(,-,(). Si %()&! *"+' ondii,n d! #!$%&'#id'd 9 T-0) 0) /-'0) ()*:' ,()*,';0) (' *--) -) +)-) (' -) ,(//-'() )(')(('*( -,*-;-'0() +-, 0,0;0) <-,=-'*0()  +-, *,0() - -)0) +0'0).

Si %()&! *"+' ondii,n d! #!$%&'#id'd 1 N 0 ,;(= ' 0 ,())*('/0 0 /-,*( ( '';' ('*,(+)- (,(' (' :) ( 5 +-, /('*- ( 0 ( ('*,(+)- '(0*0('*( '(,-,. E *- ('*,(+)- (0 (>/- ( ()*( ,()*-.

No %()&! *"+' ondii,n d! #!$%&'#id'd.

11 E' '';' ('*,(+)- 0 (>/('*,/0 *-,)-'0 /0/00 ()*:*/0('*(@ ()@ (>/(( ( (= +-, /('*- ( 0 (')B' (' +0'*0 ( ()( ('*,(+)- (0 +0,0(0('*( 0 0 (>/('*,/0 ('/-'00.

Si %()&! *"+' ondii,n d! #!$%&'#id'd

RESUMEN DE CONDICIONES DE REGULARIDAD L0 ()*,/*,0 )( /-')(,0 ,,(;0, +-, '- /+, :) ( '0 /-'/B' ( ,(;0,0. F0/*-, +-, ,,(;0,0 .7 

S( *=0

Q

(,*(('*( ,,(;0,

.8

2 - :) /-'/-'() '- /+(

.9

1 /-'/B' '- /+(

.8

MTODO ESTÁTICO E' 0) );('*() *00) )( ,()( ( *-- ()*:*/- 0+/0- 0 0':)) ))/- ( (/- (' /()*B'@ 0) '0() (+(00) )-' *-'@ @ *-'.

PESO TOTAL DEL EDIFICIO Nivel Azotea Entrepiso 2 Entrepiso 1

P. Propio CM 31.7216 279.40

Cvi W 35.56 346.68

39.2816 225.04

91.44 355.77

40.3616 225.04

91.44 356.85

FUER/AS SÍSMICAS Nivel

Wi

hi

Azotea Entrepiso 2 Entrepiso 1

346.68

11

355.77

7.5

356.85 1059.2 9

4

Wihi Fsi 3813.4 98 22.35 2668.2 42 15.63 1427.3 82 8.36 7909.1 22

CENTRO DE MASAS

CÁLCULO DE RIGIDECES DE LOS MARCOS Entrepis o1 Marco MX1 MX! MX" MX# MX$ MX% M&1 M&! M&" M&#

F 10 10 10 10 10 10 10 10 10 10

D 1.421 0.902 0.721 0.877 1.61 1.61 1.257 0.765 0.765 1.257

dr 1.421 0.902 0.721 0.877 1.61 1.61 1.257 0.765 0.765 1.257

K(F/dr) (ton/m) 703.7298 1108.647 1386.963 1140.251 621.118 621.118 795.5449 1307.19 1307.19 795.5449

dr 0.949 0.608 0.494 0.607 1.112 1.112 0.83 0.499 0.499 0.83

K(F/dr) (ton/m) 2107.482 3289.474 4048.583 3294.893 1798.561 1798.561 2409.639 4008.016 4008.016 2409.639

dr 0.486 0.312 0.255 0.315 0.575 0.575 0.424 0.253 0.253 0.424

K(F/dr) (ton/m) 6172.84 9615.385 11764.71 9523.81 5217.391 5217.391 7075.472 11857.71 11857.71 7075.472

Entrepis o! Marco MX1 MX! MX" MX# MX$ MX% M&1 M&! M&" M&#

F 20 20 20 20 20 20 20 20 20 20

D 2.37 1.51 1.215 1.484 2.722 2.722 2.087 1.264 1.264 2.087

'otea Marco MX1 MX! MX" MX# MX$ MX% M&1 M&! M&" M&#

F 30 30 30 30 30 30 30 30 30 30

D 2.856 1.822 1.47 1.799 3.297 3.297 2.511 1.517 1.517 2.511

CENTRO DE RIGIDECES O DE CORTANTE Entrepis o1 Marco

K(F/dr) (ton/m)





MX1

703.73

11.00

26.00

MX!

1108.65

11.00

20.00

MX"

1386.96

11.00

14.00

MX# MX$

1140.25 621.12

11.00 3.50

8.00 0.00

MX%

621.12

18.50

0.00

M&1

795.54

0.00

13.00

M&!

1307.19

7.00

13.00

M&"

1307.19

15.00

13.00

M&#

795.54

22.00

13.00

9787.30

Marco

K(F/dr) (ton/m)





MX1

2107.48

11.00

26.00

MX!

3289.47

11.00

20.00

MX"

4048.58

11.00

14.00

MX# MX$

3294.89 1798.56

11.00 3.50

8.00 0.00

MX%

1798.56

18.50

0.00

M&1

2409.64

0.00

13.00

M&! M&"

4008.02 4008.02

7.00 15.00

13.00 13.00

KX

K& 18296.9 7741.03 7 12195.1 22172.9 2 5 15256.5 19417.4 9 8 12542.7 6 9122.01 2173.91 0.00 11490.6 8 0.00 10342.0 0.00 8 16993.4 9150.33 6 19607.8 16993.4 4 6 17501.9 10342.0 9 8 107660. 123680. 25 50 11.00 12.64

Entrepis o! KX 23182.3 0 36184.2 1 44534.4 1 36243.8 2 6294.96 33273.3 8

K& 54794.5 2 65789.4 7 56680.1 6 26359.1 4 0.00

0.00 31325.3 0.00 0 28056.1 52104.2 1 1 60120.2 52104.2

M&#

2409.64

29172.86

22.00

13.00

Marco

K(F/dr) (ton/m)





MX1

6172.84

11.00

26.00

MX!

9615.38

11.00

20.00

MX"

11764.71

11.00

14.00

MX#

9523.81

11.00

8.00

MX$

5217.39

3.50

0.00

MX%

5217.39

18.50

0.00

M&1

7075.47

0.00

13.00

M&!

11857.71

7.00

13.00

M&"

11857.71

15.00

13.00

M&#

7075.47

22.00

13.00

85377.88

4 1 53012.0 31325.3 5 0 320901. 370482. 49 32 11.00 12.70

'otea KX 67901.2 3 105769. 23 129411. 76 104761. 90 18260.8 7 96521.7 4 0.00 83003.9 5 177865. 61 155660. 38 939156. 69 11.00

K& 160493. 83 192307. 69 164705. 88 76190.4 8 0.00 0.00 91981.1 3 154150. 20 154150. 20 91981.1 3 1085960 .54 12.72

E0CENTRICIDADES CALCULADAS Nivel 'otea

e 0.06

e 1.46

Entrepis o! Entrepis o1

0.06

1.47

0.06

1.53

e! -2.14

e1 4.79

e! -1.14

-2.14

4.80

-1.13

-2.14

4.89

-1.07

E0CENTRICIDADES DE DISEO Nivel e1 'otea 2.30 Entrepis o1 2.29 Entrepis o! 2.29

MOMENTOS TORSIONANTES Nivel Mt1 Mt! Mt1 'otea 51.31 -47.73 106.96 Entrepis o! 35.86 -33.42 75.02 Entrepis o1 19.18 -17.88 40.90

.

Mt! -25.52 -17.74 -8.98

GEOMETRÍA E -(- (+(0- +0,0 ( )(- ()*,/*,0 ( (/-@ +0,*('- ( )-*0,( STAAD P,-@ /-')**( ' ))*(0 ( '--)  0,,0) ( ,(+,()('*0' 0) /-'(>-'() ( -) ((('*-)  0) ;0)  /-'0) ,()+(/*0('*(. A /-'*'0/B'@ )( ()*,0 ()( )*'*0) +(,)+(/*0) 0 ()*,/*,0/B' +0'*(00.

Vi"+' i"o(*+#i'

Vi"+' #on+'&

Vi"+' &'+!#'&

*ista s+perior

C-- +(( 0+,(/0,)(@ ( ))*(0 ()*: /-')**- +-, 0,/-) ,;-) /-' ;0) )(/'0,0) '*(,(0)@ 0) /0() +(,*,:' 0,( 0 ()*00 ,((,0 0 *+- ( -)0 0 (+(0,@ (' ()*( /0)-@ 0 -)0/(,-.

.

PROPIEDADES P0,0 (', 0) +,-+(0() ( /00 ((('*- ( ))*(0 ()*,/*,0 )( +,-+)(,-' 0) );('*() )(//-'() Columnas de concreto re"or#ado de 0$!0 m % 0$!0 m para los ! ni&eles 'en color gris en el modelo($ )igas principales constituidas a base de per"iles * 1+%5! para los ! ni&eles 'en color a#ul en el modelo($ )igas secundarias para los claros de  m constituidas a base de per"iles * -%!1 para los ! ni&eles 'en color &erde en el modelo($ )igas secundarias para los claros de . m constituidas a base de per"iles * 10%! para los ! ni&eles 'en color ro/o en el modelo($

A /-'*'0/B'@ )( ()*,0' 0) +,-+(0() 0);'00) (' ( -(- ( STAAD P,-.

Vi"+' i"o(*+#i'

Vi"+' #on+'&

Vi"+' &'+!#'&

Vi"+' S%)!#io#

5.

ESPECIFICACIONES D('*,- ( STAAD P,- )( ,((,(' ()*0(/(, /(,*-) +0,:(*,-) - ()+(//0/-'() ( ,()+-' ,()+-'(' (' 0 /-+-, /-+-,*0 *0(' ('**- ()(0()(0- +0,0 0 ()*,/ ()*,/*, *,0 0 -(0 -(00@ 0@ 0) /0() /0() )( ,()(' (' -) );('*() 0+0,*0-).

A#+i%&'ion!" !n 6i$'" "!%nd'#i'" D( D(- 0 ( ( 0) 0) /-'( /-'(> >-' -'() () ('*, ('*,( ( 0) 0) ;0 ;0)) +,' +,'/ /+0 +0( ())  0) 0) )(/ )(/' '0, 0,0 0)) )(,: )(,:' ' +,-+0('*( 0,*/0,() )( ,((,( (,0, -) -('*-) (' ( -(- 0,((-, ( (?( & +0,0 -) +(,() +0,0(-) +0,0(-) 0 (?( %@  0,((-, ( (?( % +0,0 -) +(,() +0,0(-) +0,0(-) 0 (?( &@ *0'*- 0 '/- /-- 0 '0 ( /00 ((('*-@ *0 /-- )( ()*,0

Li7!#'i,n d! (o(!n+o" '&#!d!do# d!& !8! 0 9 Iniio

Li7!#'i,n d! (o(!n+o" '&#!d!do# d!& !8! 0 9 Fin'&

Li7!#'i,n d! (o(!n+o" '&#!d!do# d!& !8! / 9 Iniio

Li7!#'i,n d! (o(!n+o" '&#!d!do# d!& !8! / 9 Fin'& N%do" ('!"+#o" A/-'0('*(@ +0,0 0/*0, ( 0':)) ( /-+-,*0('*- ))/- (' 0 ()*,/*,0@ ( STA STAAD P,- *('( 0 -+/B' -+/B' ( 0;,(;0 0;,(;0,, '-) '-) 0()*,-) 0()*,-) 'master sla&es( ( +(,*(' /-'/(' /-'/('*,0 *,0,, 0) (,=0 (,=0)) ( ))))-  -) -('* -('*-) -) *-,)*-,)-'0' '0'*() *() (' 0) /--,( /--,('0 '00) 0) /-,,()+-'('*() 0 /('*,- ( /-,*0'*( ( /00 ('*,(+)-@ )(+,(  /0'- )( '( 0 ( (,0 ,0/ /B' B' ( ( ;,0 ;,0- ( ( (,* ,*0 0 /-,,( /-,,()+ )+-' -'( ('* '*( ( 0 -) -) (?() (?() %&@ %&@ 0)( 0)((? (?0' 0'- ( /-+-,*0('*- ( -) ('*,(+)-) 0 0,0;0) ,;-)@  )( ( '/(' *--) -) '-) ( 0+-,*0' ,;(= 0 ))*(0.

N%do" M'!"+#o" :.

APOYOS D(- 0 ( ( ))*(0 *(',: '0 /('*0/B' 0 0)( ( =0+0*0) 0)00)@ -) '-) '(,-,() ( 0 ()*,/*,0 )( /-+-,*0,:' /-- /-+(*0('*( (+-*,0-)@ (' ( STAAD P,-@ ()*0 ()+(//0/B' )( (*(,'0 /-' 0 -+/B' Fi%ed ( (' Supports @ )0 ( ,()*,';( *--) -) ;,0-) ( (,*0 ( -) '--) 0);'0-).

;.

CARGAS S( 0);'0,-' -) );('*() /0)-) ( /0,;0) +0,0 ( 0':)) ()*,/*,0 ( (/- (' /()*B'

P!"o P#o)io E +()- +,-+-@ ()*0(/- (' ( STAAD P,- /-- Sel" *eigt, )( ( 0);'B 0 *-0 0 ()*,/*,0.

P!"o )#o)io )'#' &' !"+#%+%#'

C'#$' M%!#+' &i"i" d! C'#$'"@ 443 H;2  55 H; 2 +0,0 -) ('*,(+)-)  0 0=-*(0 ,()+(/*0('*(@ (' ( STAAD P,)( 0);'0 /-- ' /0)- ( Floor oad -'( '/0('*( )( ')(,*0 0 /0,;0 /-,,()+-'('*( +-, 2  )( ()+(//0 /-- '0 -)0 0/*0'*( (' '0 )-0 ,(//B'.

C'#$' (%!#+' )o# !n+#!)i"o C'#$' Vi6' M>?i(' 0 +0,0 ' (/- ( -/'0) /-,,()+-'( 0 25 H;2  +0,0 0=-*(0 1 H; 2@ )( 0);'0,-' ( )- -- ( ( /0)- ( /0,;0 (,*0 (' ( STAAD P,-.

C'#$' 6i6' (>?i(' )o# !n+#!)i"o

C'#$' 6i6' in"+'n+>n!' 0 +0,0 ' (/- ( -/'0) /-,,()+-'( 0 18 H;2  +0,0 0=-*(0 7 H; 2@ )( 0);'0,-' ( )- -- ( ( /0)- ( /0,;0 (,*0  0 0 :>0 (' ( STAAD P,-.

C'#$' 6i6' in"+'n+>n!' )o# !n+#!)i"o Si"(o !n 0
Si"(o !n 0

Si"(o !n /
Si"(o !n /

Mo(!n+o +o#"ion'n+! !n 0
MT0

Mo(!n+o +o#"ion'n+! !n /
MT/ 1@.

COMINACIONES L0) /-'0/-'() (+(00) ( -) /0)-) ( /0,;0 0'*(,-,('*( ()/,*-) )( ,()(' 0 /-'*'0/B'. C-' ( 3W ( ))-  -('*- *-,)-'0'*( (' & •

3CM3C)430$!S30$!M3S63M6

•

3CM3C)430$!S30$!M7S67M6

•

3CM3C)470$!S70$!M3S63M6

•

3CM3C)470$!S70$!M7S67M6

•

3CM3C)430$!S70$!M3S67M6

•

3CM3C)470$!S30$!M7S63M6

•

3CM3C)430$!S70$!M7S63M6

•

3CM3C)470$!S30$!M3S67M6

C-' ( 3W ( ))-  -('*- *-,)-'0'*( (' Y •

3CM3C)43S3M30$!S630$!M6

•

3CM3C)43S3M70$!S670$!M6

•

3CM3C)47S7M30$!S630$!M6

•

3CM3C)47S7M70$!S670$!M6

•

3CM3C)43S7M30$!S670$!M6

•

3CM3C)47S3M70$!S630$!M6

•

3CM3C)43S7M70$!S630$!M6

•

3CM3C)47S3M30$!S670$!M6

$*=0'- ( /0)- ( /0,;0 0 :>0 •

11.

3CM3C)M8

DISEO Di"!Bo d! o&%(n'" d! on#!+o P0,0 ( )(- ( 0) /-'0) )( 0+/B ( /B;- ACI@  )( *-0,-' (' /('*0 0) );('*() ()+(//0/-'() •

Se tom9 un "c;250
•

Se tom9 un ">;+21-$++
•

Se especi"ic9 el par?metro T,0/H 2 del ST88D ro, @ue arro/a resultados de diseño con ma>or detalle$

Di"!Bo d! 6i$'" d! '!#o P0,0 ( )(- ( 0) ;0) )( 0+/B ( *-- ( )(- +-, ASD ( AISC@  )( ()+(//0,-' -) );('*() +0,:(*,-) •

•

•

•

12.

Se especi"ic9 un ">;!515 or detalle$ Se inclu>9 el par?metro de diseño por torsi9n$ Se modi"icaron las longitudes e"ecti&as en los e/es locales  > A de las &igas secundarias por 1m a "in de reducir el e"ecto de esbelte# de los largueros propuestos$

ARCIVO DE SALIDA $'0 (= /0,;00) *-0) 0) ()+(//0/-'() ()/,*0) 0'*(,-,('*( )( +,-/(B 0 ((/*0, ( 0':)) ( 0 ()*,/*,0 +,-+()*0@ )- ( 0,,-?0 ' 0,/<- ( )00 /-'

-) 0':)) ()*,/*,0() +-, /00 /0)- ( /0,;0 '*,-/-  -) )(-) ( /-'/,(*-  0/(,- +0,0 0) /-'0)  ;0) ,()+(/*0('*( /-' -) +0,:(*,-) ()*0(/-). A /-'*'0/B'@ )( ,()(' -) ,()*0-) +,()('*0-) (' /<- 0,/<-.

P!"o P#o)io

C'#$' M%!#+'

C'#$' Vi6' M>?i('

C'#$' Vi6' In"+'n+>n!'

Si"(o !n 0

Si"(o !n /

Mo(!n+o +o#"ion'n+! !n 0

Mo(!n+o +o#"ion'n+! !n /

Di"!Bo !n Con#!+o S( ()*,0' -) ,()*0-) ( )(- 0) /-'0) /-' ( 0-, ,((,=- ,((,- +-, /00 ('*,(+)- (' -,(' 0)/('('*(

Di"!Bo !n '!#o S( ()*,0 ( 0+0,*0- Ta
13.

INTERPRETACIÓN DE RESULTADOS Di"!Bo d! o&%(n'" S( +,-/(B 0 ,()0, -) ,()*0-) -*('-) +-, ( STAAD P,-  )( )((//-'B +0,0 /00 ('*,(+)- 0 /-'0 /-' 0-,() /-'/-'() /,*/0)@ ()*- ()@ 0 ( ,(,B ' 0-, ,((,=- ,()+(/*0('*(U 0 /-'*'0/B'@ )( ()*,0' 0) ('*0'0) ( ,()(' /<0) /-'/-'(). P0,0 0 /-'0 ( +,(, '(

P0,0 0 /-'0 ( )(;'- '(

P0,0 0 /-'0 ( *(,/(, '(

R!6i"i,n d!& di"!Bo

E +-,/('*0?( ( 0/(,- );(,- +-, ( STAAD P,- 0)0- (' ( )(- +-, ACI )( )-(*B 0 ,()B' /-' ( /,*(,- ( 0) NTC4 0 ' ( /-',0, -) 0,0-) ( 0) /-'0) +,-+()*-).

Co&%(n'" d! )&'n+' 7'8' S(//-' X/
3.94

F, F/

.7 1.1

PQ M1 Q M2 Q

56.5 4.323 9.515

M0*(,0() XH;/2 C-'/,(*A/(,/ Q 25  Q 42 Z/ Q 2 / Q 17

*-' * *

D( 0) ;,0/0) +,-+0) -*('(-) -) 0-,() ( PRX>  MRX>@ 0+/0'- 0 -,0 ,()(, -*('(-) PR D( 0 ;,0/0 /0'- < Q 3 /   Q 3 /@ -*('(-) ( P>  M> PR> Q MR> Q

459 79

*-' *

P0,0 +-(, 0+/0, PR>  PR (' 0 -,0 ( ,()(, <0 ( *+/0, +-, .7 PR> Q

321.3

*-'

PR Q

321.3

*-'

118.68

*-'

A+/0'- -,0 ,()(, 68.26

*-'

PR Q

68.26

C-'/B' PR J P$

P Q

*-'

56.5 *-'

C$MPLE

SEPARACION DE ESTRI!OS EN EL CENTRO A ¿=

(

850

√ 4200

)

− 2.54= 33.31 cm

B ¿=48 −0.96 =46.08 cm

se toma la separacion menor * estribos #3  15 cm en el centro

!" 30 =

SEPARACION DE ESTRI!OS EN EL E&TREMO A Q 3 / B ¿=

1 6

∗400=66.67 cm

C Q 6 /

se toma la separacion maima * estribos #3  65 cm en los etremos

Co&%(n'" d! P&'n+' '&+'

S(//-' X/
4.5

F, F/

.7 1.1

PQ M1 Q M2 Q

37.7 4.983 9.713

M0*(,0() XH;/2 C-'/,(*A/(,/ Q 25  Q 42 Z/ Q 2 / Q 17

*-' * *


459 79

*-' *

P0,0 +-(, 0+/0, PR>  PR (' 0 -,0 ( ,()(, <0 ( *+/0, +-, .7 PR> Q

321.3

*-'

PR Q

321.3

*-'

12.33

*-'

A+/0'- -,0 ,()(, 68.8

PR Q

68.8

*-'

*-'

P Q37.7 *-'

C-'/B' PR J P$

C$MPLE

SEPARACION DE ESTRI!OS EN EL CENTRO A ¿=

(

850

√ 4200

)

− 2.54= 33.31 cm

B ¿=48 −0.96 =46.08 cm

!" 30


=


1 6

∗400=66.67 cm

C Q 6 /


S(//-' X/

M0*(,0() XH;/2

3 3 5 25

A) Q

4.57

F, F/

.7 1.1

PQ M1 Q M2 Q

18.18 5.72 8.514

C-'/,(*/ Q Z/ Q / Q

A/(,25 2 17

 Q

42

*-' * *


459 79

*-' *

P0,0 +-(, 0+/0, PR>  PR (' 0 -,0 ( ,()(, <0 ( *+/0, +-, .7 PR> Q

321.3

*-'

PR Q

321.3

*-'

12.54

*-'

A+/0'- -,0 ,()(, 68.87

PR Q

68.87

C-'/B' PR J P$ SEPARACION DE ESTRI!OS EN EL CENTRO

*-' C$MPLE

*-'

P Q 18.18 *-'

A ¿=

(

850

√ 4200

)

− 2.54= 33.31 cm

B ¿=48 −0.96 =46.08 cm

!" 30 =



1 6

∗400=66.67 cm

C Q 6 /


Di"!Bo d! 6i$'"

D( 0/(,- /-' -) ,()*0-) 0,,-?0-) +-, ( STAAD P,- )( (,/B ( +-,/('*0?( ( *,00?- ( 0) ;0) (,0 ( 0(/0- )(;' -) /,*(,-) ( )(- ( AISC +-, (- ( 0 -+/B' Bnit> Cec< @ (' 0) );('*() :;('() )( ,()(' 0) /-'/-'() ;('(,0() ( 0 ()*,/*,0.

L0 );('*( *00 ()*,0 ( +-,/('*0?( ( *,00?- +-, /00 ((('*- 0'0=0-.

E&!(!n+o

S!i,n d! 'n>&i"i"

4 5 6 7 2 21 22 23 24 25 26 27 31 32 33 34 47 48 49 5 51 52 53 54 58 59 6 61 74 75 76 77 78 79 8 81 85 86 87

K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53

S!i,n Po#!n+'8! d! d! di"!Bo +#'7'8o K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53

.263 .261 .53 .438 .479 .42 .531 .526 .62 .487 .681 .585 .331 .348 .565 .444 .58 .457 .583 .58 .579 .533 .71 .561 .337 .353 .568 .445 .51 .461 .583 .58 .58 .538 .73 .56 .262 .26 .51

Po#!n+'8! d! +#'7'8o 'd(i"i7&!

Po#!n+'8! no#('&i'do d! +#'7'8o <#!'&'d(i"i7&!=

C,di$o

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.263 .261 .53 .438 .479 .42 .531 .526 .62 .487 .681 .585 .331 .348 .565 .444 .58 .457 .583 .58 .579 .533 .71 .561 .337 .353 .568 .445 .51 .461 .583 .58 .58 .538 .73 .56 .262 .26 .51

AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #21 AISC #21 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13

88 11 12 13 14 15 16 17 18 19 11 111 112 113 114 115 116 117 118 119 12 121 122 123 124 125 126 127 128 129 13 131 132 133 134 135 136 137 138 139 14 141 142

K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53 K14&53


.438 .474 .398 .527 .524 .597 .484 .677 .583 .238 .352 .388 .396 .427 .471 .458 .466 .551 .475 .761 .87 .61 .824 .844 .612 .864 .936 .478 .761 .87 .587 .818 .837 .586 .85 .918 .37 .379 .458 .457 .43 .53 .499

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.438 .474 .398 .527 .524 .597 .484 .677 .583 .238 .352 .388 .396 .427 .471 .458 .466 .551 .475 .761 .87 .61 .824 .844 .612 .864 .936 .478 .761 .87 .587 .818 .837 .586 .85 .918 .37 .379 .458 .457 .43 .53 .499

AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #21 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #21 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #21 AISC #13

143 144 145 146 147 148 149 15 151 152 153 154 155 156 157 158 159 16 161 162 163 164 165 166 167 168 169 17 171 172 173 174 175 176 177 178 179 18 181 182 183 184 185



.47 .65 .733 .578 .298 .733 .578 .298 .22 .387 .467 .89 .467 .88 .263 .459 .184 .184 .351 .475 .475 .76 .475 .475 .759 .16 .16 .379 .22 .239 .467 .475 .467 .478 .263 .36 .354 .354 .296 .344 .344 .279 .344

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.47 .65 .733 .578 .298 .733 .578 .298 .22 .387 .467 .89 .467 .88 .263 .459 .184 .184 .351 .475 .475 .76 .475 .475 .759 .16 .16 .379 .22 .239 .467 .475 .467 .478 .263 .36 .354 .354 .296 .344 .344 .279 .344


186 187 188 189 19 191 192 193 194 195 196 197 198 199 2 21 22 23 24 25 26 27 28 29 21 211 212 213 214 215 216 217 218 219 22 221 222 223 224 225 226 227 228

K14&53 K14&53 K14&53 K14&53 K14&53 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K1&39 K1&39 K1&39 K1&39 K1&39 K1&39 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53

K14&53 K14&53 K14&53 K14&53 K14&53 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K8&31 K1&39 K1&39 K1&39 K1&39 K1&39 K1&39 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53

.344 .279 .354 .354 .295 .771 .774 .794 .797 .795 .798 .657 .643 .657 .662 .648 .662 .663 .647 .663 .773 .754 .796 .778 .797 .779 .923 .922 .922 .923 .922 .922 .214 .43 .828 .468 .847 .829 .425 .847 .835 .848 .254

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.344 .279 .354 .354 .295 .771 .774 .794 .797 .795 .798 .657 .643 .657 .662 .648 .662 .663 .647 .663 .773 .754 .796 .778 .797 .779 .923 .922 .922 .923 .922 .922 .214 .43 .828 .468 .847 .829 .425 .847 .835 .848 .254


229 23 231 232 233 234 235 236 237 238 239 24 241 242 243 244 245 246 247 248 249 25 251 252 253 254 255 256 257 258 259 26 261 262 263 264 265 266 267 268 269 27 271

K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K1&39 K14&53 K14&53

K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K1&39 K14&53 K14&53

.848 .539 .849 .197 .59 .71 .197 .59 .686 .424 .824 .71 .51 .77 .51 .692 .818 .77 .183 .78 .183 .691 .426 .78 .215 .43 .828 .393 .62 .81 .428 .847 .588 .829 .254 .849 .458 .83 .322 .316 .981 .322 .316

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.848 .539 .849 .197 .59 .71 .197 .59 .686 .424 .824 .71 .51 .77 .51 .692 .818 .77 .183 .78 .183 .691 .426 .78 .215 .43 .828 .393 .62 .81 .428 .847 .588 .829 .254 .849 .458 .83 .322 .316 .981 .322 .316


272 273 274 275 276 277 278 279 28 281 282 283 284 285 286 287 288 289 29 291 292 293 294 295 296 297 298 299 3 31 32 33 34 35 36 37 38 39 31 311 312 313 314

K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53

K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53

.981 .487 .453 .981 .316 .322 .981 .316 .322 .981 .452 .484 .981 .264 .498 .829 .547 .94 .832 .489 .845 .919 .848 .38 .846 .68 .849 .195 .55 .76 .195 .55 .691 .461 .864 .76 .55 .77 .55 .692 .849 .77 .176

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.981 .487 .453 .981 .316 .322 .981 .316 .322 .981 .452 .484 .981 .264 .498 .829 .547 .94 .832 .489 .845 .919 .848 .38 .846 .68 .849 .195 .55 .76 .195 .55 .691 .461 .864 .76 .55 .77 .55 .692 .849 .77 .176


315 316 317 318 319 32 321 322 323 324 325 326 327 328 329 33 331 332 333 334 335 336 337 338 339 34 341 342 343 344 345 346 347 348 349 35 351

14.

K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39

K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K8&31 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39 K14&53 K14&53 K1&39

.78 .176 .691 .472 .78 .265 .498 .831 .453 .615 .811 .489 .847 .587 .827 .38 .848 .5 .828 .344 .337 .981 .344 .337 .981 .527 .476 .981 .336 .344 .981 .336 .344 .981 .475 .524 .981

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

.78 .176 .691 .472 .78 .265 .498 .831 .453 .615 .811 .489 .847 .587 .827 .38 .848 .5 .828 .344 .337 .981 .344 .337 .981 .527 .476 .981 .336 .344 .981 .336 .344 .981 .475 .524 .981

DESPLA/AMIENTOS MÁ0IMOS CONTRA DESPLA/AMIENTOS PERMISILES D( 0/(,- /-' 0) NTC4 ( ()+0=0('*- +(,)( +0,0 0 ()*,/*,0 0 '('/-'*,0,)( ;0- 0 -*,-) ((('*-) ()

AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13 AISC #13

0> Q.12[< L0 0*,0 *-*0 ( (/- () 11 @ +-, *0'*-@ ( ()+0=0('*- :>- +(,)( )(,: ( .132 . E' 0 );('*( *00 )( ,()(' -) ()+0=0('*-) :>-) ,(0() /0/0-) +0,0 0 ()*,/*,0 Nodo

$a %

20

$a + $a ,st

16 110

Caso de car,a 18 &&'!$'!()'%'$%'0.3+'0.3 $+ 10 &&'!$'!()'0.3%'0.3$%'+' $+ 13 &&'!$'!()-0.3%-0.3$%-+$+

-oriontal -oriontal (X) (cm) (&) (cm)

3.518

1.286

-0.357

3.264

-1.708

-3.601

C-- +(( 0+,(/0,)(@ -) ()+0=0('*-) )-' ('-,() 0 +(,)(@ +-, - *0'*+0)0' ( /,*(,- ( 0 '-,0*0.

1.

DISEO DE /APATAS /APATA 1

/APATA 2

Memoria de cálculo de edificio

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