planilla muro c haii lurra

7/24/2019 Planilla Muro C HAII Lurra

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1.- DATOS GENERALES

DIMENSIONES

h=(hw+tf) [cm] 800tf [cm] 30

b[cm] 400tw [cm] 30

Alturo Entre piso 3

Numero de pisos 10

direccion sismo !"#M3$

1%&'

Acero concentr(do centro del (lm(

Acero concentr(do en c(d( )orde del (l(Acero concentr(do en l( interseccion !consider(do en (l($

1&%&&1&

*u [+] 1,%&88

Ac- [cm] 00

%4&..34,148 aplica la cuantia minima de 0,0025

21- !"#$%c&c$' " c*&t$& m$$m&

Re&ue'() Di*t'i+uid)

N )(rr(s / [mm] S [cm]

Alm( 10 1 10

Al( 1'0 1 10

Re&ue'() !)ncent'ad)


Alm( 0 0 10

Al( 44 ' 10

ux [cm]


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a Dia/'ama de inte'accin

ES2+ADOS 2EO DE ON5INA

,&0 c0m c3c N [4f]I6*$"#& 0&003 18&8

21 E7 $&m"t#0 " 7&8 b#&8 709$t*$&7"8 " 708 "7"m"t08 " b0#" " m*#08* 0:"0 "7 "8"80# "7 m*#0

22 ,& $m"8$' t#&8:"#8&7 " m*#08 "8"c$&7"8 "b" 8"# m&;0# 0 $9*&7 & * $8$ 800#t" 7&t"#&7 " * "7"m"t0 " c0m#"8$0< 7*1>

6'000 60000 61'000 610000 6'000 0 '000 10000 1'000 0000

64000

6000

0

000

4000

,000

8000

10000

1000

14000D$&9#&m& )" I(t"#&cc$'(

M [4f m]

N [4f]

Eje Negativo Eje Positivo

Izquierda Comprimida Derecha Comprimida


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D"#"ch& 0&003 18&8ES2+ADOS 2EO DE ON5INA

,&0 c0m ?8 f$b#& &7"@ [1cm] C3*7t$m0I6*$"#& 0&0.8..008 1&0E604 8&%83D"#"ch& 0&0.8..008 1&0E604 8&%83

Ht [cm] 3000 Ht/lw7w [cm] 800

e* la dimen*i)n pa'alela al *i*m)

1%&'

4 [8] 0&,.8'

B* [1cm]

&),&0 "#"ch0 c0m#$m$0

B [1cm] 1&03'0%E604!apacidad de cu'atu'a e* ma)' a Dda de cu'atu'a O3

ux [cm]

0 0&0000 0&00004 0&0000, 0&00008 0&0001 0&0

000

4000

,000

8000

10000

1000

14000

1,000

D$&9#&m& " M0m"t0 C*#:&t*#&

i7 comprimid(

der comprimid

[1cm]

M [4f m]


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VERIFICACION REQUER

c

Extensin vertical a coninar en la !ona en Co"#resin $e

Extensin 2ori3ontal a coninar en la !ona en Co"#resin $e la %eccin& D.4 5 ACI

VERII!A!ION RE4ERI$IENT

c

* h


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D,0

)$AI

DISPOSICIONES DE,c$D,0

d$AI

* h


6/176

f$D,0

SEPARACION DE, REUERO 4RANS!ERSA, DE CONINAMIEN4O

CUAN4IA DE REUERO ,ONI4UDINA,D,0

AREA MINIMA DE REUERO 4RANS!ERSA,1&,&4&4 (ci


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s 9 sep(r(ci:n ref& tr(ns-ers(l

ref&con;n(miento

NF G#&8 E H [cm] 1&

!umple diamet') 'e&ue'() minim) t'

ANCOS DE ES4RIGO

,AROS DE DESARRO,,O GARRAS CORRUADAS1222

1.- DATOS GENERALES

DIMENSIONES

h=(hw+tf) [cm] 800tf [cm] 30

b[cm] 400tw [cm] 30

)c9 Dimensi:n tr(ns-ers(l n


8/176

Alturo Entre piso 3

Numero de pisos 10

direccion sismo !"#M3$

1%&'



1&%&&1&

*u [+] 1.&%'

Ac- [cm] 00


21- !"#$%c&c$' " c*&t$& m$$m&



Alm( 1'0 8 10

Al( 10 8 10



Alm( 0 0 10

Al( 1, 10

ux [cm]

6'00 6000 61'00 61000 6'00 0 '00 1000 1'00 0

6000

61000

0

1000

000

3000

4000

'000

,000

.000D$&9#&m& )" I(t"#&cc$'(

M [4f m]

N [4f]



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21 E7 $&m"t#0 " 7&8 b#&8 709$t*$&7"8 " 708 "7"m"t08 " b0#" " m*#08* 0:"0 "7 "8"80# "7 m*#0

22 ,& $m"8$' t#&8:"#8&7 " m*#08 "8"c$&7"8 "b" 8"# m&;0# 0 $9*&7 & * $8$ 800#t" 7&t"#&7 " * "7"m"t0 " c0m#"8$0< 7*1>



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DISEO MURO C CON SISM

Se consider( ue l(

/ [mm] N? @(rr(s0 0

' ' ,

NO

VERII!A!I"N A

min 0&00'

ref concent 0&001'

As [cm] As+ot(l [cm]

13'&.1,80,3'1 30'

1,%&,4,003%38


0 Alm( 0

1'&%844%4%343 Al( 1,


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!ERIICACION DISPOSIC

!"#$

:"#$%

VERII!A!I"N DEL R

"b" 8"# m"0# 0 $9*&7 6*"

"c$8"$8&:0 " 7& 709$t*

'000


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&c"#0 c0#t&0NONO

3&.' !alcula' Dda de cu'atu'a 21-a

0&00001,'

b),&0 $6*$"#0 c0m#$m$0

B [1cm] 1&03'0%E604!apacidad de cu'atu'a e* ma)' a

001


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IMIENTO DE CONFINAMIENTO LADO DERECHO COMPRIMIDO

(so 7on( comprimid(

o)tenido del (nlisis s=smico

la %eccin& ACI '() * %ecc+ ,(+-+.+,/01

E5EBO *E+IA2

Mu 30,3&8

*u [+] '130&8,

M*!* [cm] 14&%''0%',3.

"Jt"8$' #"f*"#0 m$ [cm] 800

Cc [cm] 61.,&14'180144'

DE !ONINA$IENTO LADO I4IERDO !O$%RI$IDO

(so 7on( comprimid(


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la %eccin& ACI '() * %ecc+ ,(+-+.+,/01

E5EBO *E+IA2

Mu 30,3&8 MACO M3

*u [+] '130&8,

M*!* [cm] 14&%''0%',3.

"Jt"8$' #"f*"#0 m$ [cm] 800

Cc [cm]

REUERO 4RANS!ERSA,

Se emplean l)* inci*)* citad)* en *epa'aci)n del 'e&ue'() t'an

mit(d espesor 1'

FG 1'


24/176

"or decreto ,0

aLa mitad de la dimen*i)n men)' del element) de +)'de

$m" m"0#2 [cm] 1'

>B709 [cm] .&

J [mm] 1'0S0 [mm] 1,,&,,,,,,,,,.

S m&J [cm] .&

b K [cm] 3&3333333333B 709 [cm] &'

B 709 [cm] &'B t#&8: m$ [cm] 0&8333333333


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S m&J [cm]

bc [cm]

A8h [cm2]

A8t [cmL2]&,1%4,.10,

n*e'*al

,Hlonmenor[cm] .&

J [mm] se


26/176

Se consider( ue l(

/ [mm] N? @(rr(s

0 0

1, 1, ,

VERII!A!I"N A

min 0&00'

ref concent 0&001'


.'&3%83,8, 13,

,0&318'.8%48%


0 Alm( 0

44&33,4',' Al( 44

Se present( el D inter(ccion de los piso

>( ue est( es -er;c(d( en los primero

Se decide (rm(r los muros con un( cu(

00 '00


27/176

!ERIICACION DISPOSIC

!"#$:"#$%

"b" 8"# m"0# 0 $9*&7 6*"

"c$8"$8&:0 " 7& 709$t*


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O DIRECCION PARA PISOS 1-5

MA+EIA2

FOMIONfc [fPcmQ] '0

Ec [fPcmQ] 38.'1&%,334.13

7on( cr=tic( se encuentr( en el primer piso # 7on(s m(>ormente solicit(d(

/ [mm] N? @(rr(sM(ll( (lm( 1 10

M(ll( (l( 1 1'0

D,0 +odos los muros de)en tener m(ll( do)le

1&%&&

A 2OS 5IEOS DE 2A IN+ESEION SE ON+A@I2IBAN EN E2 A2A # C E2 AEA DE2 A2AM

LE#O-!O$%RESION

Are( seccion [cm]

4,00 0&00,,1

!umple cuant6a m6nima

Are( seccion [cm]

00 0&00000

4000 0&008%%%



38/176

IONES DE ,A NCh ./ 2/1/

A2MA A2

/ [cm] &' / [cm]

1P%Respesor 9 3&33 1P%Respesor 9Ve'i7caci)n 8 !umple !"#$%c&c$0 =

D,0

Seccion

tf [cm] 30

tw [cm] 30

luP1, 18&.'

c&c$0 &7& M"2E

&c$0 &7m& M"2E

ERO LONGITDINAL

ES2+ADOS AN+ES DE ON5INA

,&0 c0m c3c N [4f]I6*$"#&


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D"#"ch&ES2+ADOS AN+ES DE ON5INA

,&0 c0m ?8 f$b#& &7"@ [1cm] C3*7t$m0I6*$"#&D"#"ch&

NO 5E NEESAIO ON5INA "AA ADII *A+A

Dda de cu'atu'a O3


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7w [cm] 800

c [cm] 28.983

0&00,'

C 7$m$t" 0'&180'18

N) *e e'i7ca el c)n7namien) 'e

7w [cm] 800

c [cm] 28.983

* h


41/176

0&00,'

C 7$m$t" 0'&180'18


61.,&14'180144'

e'*al

* h


42/176

&)

b)

c)"8 m&;0# & 15/mm< &0t 15/

!umple


43/176

.&

8

1&08

0&1' e* el 9ue de+) cumpli'

!umple a'ea 'e&ue'() t'an*e'*al incluend) /anc:)*

DIRECCION 2 PARA PISOS >-1/

MA+EIA2

FOMION

fc [fPcmQ] '0

Ec [fPcmQ] 38.'1&%,334.13


44/176


/ [mm] N? @(rr(s

M(ll( (lm( 8 1'0

M(ll( (l( 8 10

D,0 +odos los muros de)en tener minimo m(ll( do)le

1&%&&

LE#O-!O$%RESION

Are( seccion [cm]

4,00 0&00%4


Are( seccion [cm]

00 0&00000

4000 0.001; se (orr( )(st(nte (cero&


45/176

IONES DE ,A NCh ./ 2/1/

A2MA A2

/ [cm] 1&, / [cm]

1P%Respesor 9 3&33 1P%Respesor 9

Ve'i7caci)n 8 !umple !"#$%c&c$0 =

D,0

Seccion

tf [cm] 30

tw [cm] 30luP1, 18&.'

c&c$0 &7& M"2E&c$0 &7m& M"2E


46/176


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S

AEOf> [fPcmQ] 400

fu [fPcmQ] ,300

Es [fPcmQ] 100000

NO IN2CE 2A IN+ESEION


56/176

&'

3&33!umple


57/176

&c"#0 c0#t&0


58/176

li(ad)


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li(ad)


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S

AEO

f> [fPcmQ] 400

fu [fPcmQ] ,300

Es [fPcmQ] 100000


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1&,

3&33

!umple


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1.- DATOS GENERALES

DIMENSIONES

h [cm] 400tf [cm] 30

b =(hw+tf)[cm] 800tw [cm] 30

Alturo Entre piso 3

Numero de pisos 10

direccion sismo 3 !"#M$

0



1&%&&1&

*u [+] 3,8&1,

Ac- [cm] 00


21- !"#$%c&c$' " c*&t$& m$$m&



Alm( 10 1 10

Al( 1'0 1 10



Alm( 0 0 10

Al( 44 ' 10

uy [cm]


74/176

a Dia/'ama de inte'accin

ES2+ADOS 2EO DE ON5INA

,&0 c0m c3c N [4f]I6*$"#& 0&003 1,10&04

21 E7 $&m"t#0 " 7&8 b#&8 709$t*$&7"8 " 708 "7"m"t08 " b0#" " m*#08* 0:"0 "7 "8"80# "7 m*#0

22 ,& $m"8$' t#&8:"#8&7 " m*#08 "8"c$&7"8 "b" 8"# m&;0# 0 $9*&7 & * $8$ 800#t" 7&t"#&7 " * "7"m"t0 " c0m#"8$0< 7*1>

610000 6'000 0 '000 10000 1

64000

6000

0

000

4000

,000

8000

10000

1000

14000D$&9#&m& )" I(t"#&cc$'(

M [4f m]

N [4f]




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D"#"ch& 0&008 1,10&04ES2+ADOS 2EO DE ON5INA

,&0 c0m ?8 f$b#& &7"@ [1cm] C3*7t$m0I6*$"#& 0&0,3.',18.' 1&.E604 1.&',D"#"ch& 0&01.83804 '&3E60' 1'0&11.

Ht [cm] 3000 Ht/lw7w [cm] 400

e* la dimen*i)n pa'alela al *i*m)

1%&'

4 [8] 0&,.8'

B* [1cm]

&),&0 "#"ch0 c0m#$m$0

B [1cm] '&3%18E60'!apacidad de cu'atu'a e* ma)' a Dda de cu'atu'a O3

ux [cm]

0 0&0000 0&00004 0&0000, 0&00008 0&0001 0&0001 0&00014 0&0001,0

1000

000

3000

4000

'000,000

.000

8000

D$&9#&m& " M0m"t0 C*#:&t*#&

i7 comprimi

der comprimi

[1cm]

M [4f m]


76/176

VERIFICACION REQUERIM

c



El anc:) minim) a c)n7na' de+e *e' un cuad'ad) de =0>=0 cm

VERII!A!ION RE4ERI$IENTO

c

* h


77/176



D,0

)$AI

DISPOSICIONES DE,c$D,0

d$AI

* h


78/176

f$D,0

SEPARACION DE, REUERO 4RANS!ERSA, DE CONINAMIEN4O

CUAN4IA DE REUERO ,ONI4UDINA,D,0

AREA MINIMA DE REUERO 4RANS!ERSA,1&,&4&4 (ci


79/176

s 9 sep(r(ci:n ref& tr(ns-ers(l

ref&con;n(miento

NF G#&8 E H [cm] 1&

!umple diamet') 'e&ue'() minim) t'

ANCOS DE ES4RIGO

,AROS DE DESARRO,,O GARRAS CORRUADAS1222

1.- DATOS GENERALES

DIMENSIONES

h=(hw+tf) [cm] 400

)c9 Dimensi:n tr(ns-ers(l n


80/176

tf [cm] 30

b[cm] 800tw [cm] 30

Alturo Entre piso 3

Numero de pisos 10

direccion sismo 3 !"#M$

0


Acero concentr(do en c(d( )orde del (l(

Acero concentr(do en l( interseccion !consider(do en (l($

1&%&&1&

*u [+] 4%&1

Ac- [cm] 00


21- !"#$%c&c$' " c*&t$& m$$m&


N )(rr(s / [mm] S [cm]Alm( 1'0 8 10

Al( 10 8 10



Alm( 0 0 10

Al( 44 1, 10

uy[cm]

4000

,000

8000

10000

1000D$&9#&m& )" I(t"#&cc$'(

N [4f]



81/176

21 E7 $&m"t#0 " 7&8 b#&8 709$t*$&7"8 " 708 "7"m"t08 " b0#" " m*#08* 0:"0 "7 "8"80# "7 m*#0

22 ,& $m"8$' t#&8:"#8&7 " m*#08 "8"c$&7"8 "b" 8"# m&;0# 0 $9*&7 & * $8$ 800#t" 7&t"#&7 " * "7"m"t0 " c0m#"8$0< 7*1>

68000 6,000 64000 6000 0 000 4000 ,000 8000

6000

0

000

M [4f m]



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DISEO MURO C CON

c(m)i(r mono

Se consider( ue l(

/ [mm] N? @(rr(s0 0

' ' ,

VERII!A!I"N A

min 0&00'

ref concent 0&001'


13'&.1,80,3'1 30'

1,%&,4,003%38


0 Alm( 0

1'&%844%4%343 Al( 1,


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!ERIICACION DISPOSICI

!"#$%c

:"#$%c&

VERII!A!I"N DEL RE

"b" 8"# m"0# 0 $9*&7 6*"

"c$8"$8&:0 " 7& 709$t*

000


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&c"#0 c0#t&0NONO

.&' !alcula' Dda de cu'atu'a 21-a

0&00003'0

b),&0 $6*$"#0 c0m#$m$0

B [1cm] 1&.11.0E604!apacidad de cu'atu'a e* ma)' a

&00018

(

(


94/176

ENTO DE CONFINAMIENTO LADO DERECHO COMPRIMIDO

(so 7on( comprimid(


la %eccin& ACI '() * %ecc+ ,(+-+.+,/01

E5EBO *E+IA2

Mu '130&8, m(>or m

*u [+] 3,8&1,

M*!* [cm] 348&413.'0'43

"Jt"8$' #"f*"#0 m$ [cm] 400

Cc [cm] 4.&''.8'.43

Se con;n(n l(s (l(s del

DE !ONINA$IENTO LADO I4IERDO !O$%RI$IDO

(so 7on( comprimid(


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la %eccin& ACI '() * %ecc+ ,(+-+.+,/01

E5EBO *E+IA2

Mu '130&8,

*u [+] 3,8&1,

M*!* [cm] 348&413.'0'43

"Jt"8$' #"f*"#0 m$ [cm] 400

Cc [cm]

El anc:) minim) a c)n7na' de+e *e' un cuad'ad) de =0>=0 cm

EUERO 4RANS!ERSA,

Se emplean l)* inci*)* citad)* en *epa'aci)n del 'e&ue'() t'an

mit(d espesor 1'

FG 1'


96/176

"or decreto ,0

aLa mitad de la dimen*i)n men)' del element) de +)'de

$m" m"0#2 [cm] 1'

>B709 [cm] .&

J [mm] 1'0S0 [mm] 1,,&,,,,,,,,,.

S m&J[cm] .&

b K [cm] 3&3333333333B 709 [cm] &'

B 709 [cm] &'B t#&8: m$ [cm] 0&8333333333


97/176

S m&J [cm]

bc [cm]

A8h [cm2]

A8t [cmL2]&,1%4,.10,

n*e'*al

,Hlonmenor[cm] .&

J [mm] se


98/176

Se consider( ue l(

/ [mm] N? @(rr(s

0 0

1,

1, ,

VERII!A!I"N A

min 0&00'

ref concent 0&001'

As [cm] As+ot(l [cm].'&3%83,8, 13,

,0&318'.8%48%


0 Alm( 0

88&4,.4%1'1 Al( 88

Se present( el D inter(ccion de los piso

>( ue est( es -er;c(d( en los primero

Se decide (rm(r los muros con un( cu(


99/176

!ERIICACION DISPOSICI

!"#$%c:"#$%c&

"b" 8"# m"0# 0 $9*&7 6*"

"c$8"$8&:0 " 7& 709$t*

10000


100/176


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SISMO DIRECCION .

MA+EIA2

FOMIONfc [fPcmQ] '0

Ec [fPcmQ] 38.'1&%,334.13


/ [mm] N? @(rr(sM(ll( (lm( 1 10 tod( l( m(ll(

M(ll( (l( 1 1'0 tod( l( m(ll( de (m


1&%&&

E#O-!O$%RESION

Are( seccion [cm]

4,00 0&00,,1


Are( seccion [cm]

00 0&00000

4000 0&008%%%

!umple cuantia minima


110/176

NES DE ,A NCh ./ 2/1/

A2MA A2

/ [cm] &' / [cm]

1P%Respesor 9 3&33 1P%Respesor 9Ve'i7caci)n 8 !umple !"#$%c&c$0 =

D,0

Seccion +

tf [cm] 30

tw [cm] 30

luP1, 0&18.'

&c$0 &7& M"2E

c$0 &7m& M"2E

ERO LONGITDINAL


,&0 c0m c3c N [4f]I6*$"#& 0&003 1,10&04D"#"ch& 0&003 1,10&04


111/176


,&0 c0m ?8 f$b#& &7"@ [1cm] C3*7t$m0I6*$"#& 0&0,8,'1304% 1&8E604 1,&3%D"#"ch& 0&000'.3%% 1&3E60' 31&344

Dda de cu'atu'a O3


112/176

7w [cm] 400

c [cm] 150.117

0&00,'

C 7$m$t" 10&',410',41

Se e'i7ca el c)n7namient)

uro

7w [cm] 400

c [cm] 17.526

* h


113/176

0&00,'

C 7$m$t" 10&',410',41


68'&03.,3.31%

e'*al

* h


114/176

&)

b)

c)"8 m&;0# & 15/mm< &0t 15/

!umple


115/176

.&

8

1&08

0&1' e* el 9ue de+) cumpli'

!umple a'ea 'e&ue'() t'an*e'*al incluend) /anc:)*

IRECCION . PARA PISOS >-1/

MA+EIA2

FOMION


116/176

fc [fPcmQ] '0

Ec [fPcmQ] 38.'1&%,334.13


/ [mm] N? @(rr(s

M(ll( (lm( 8 1'0

M(ll( (l( 8 10


1&%&&

E#O-!O$%RESION

Are( seccion [cm] 4,00 0&00%4


Are( seccion [cm]

00 0&00000

4000 0.00=?;?!umple cuant6a m6nima

de ,610# en estos solo se -eri;c( su KeGocompresion en el DI# no (si su cur-(tur(

pisos # d(d( l( form(cion de 7on( cr=tic( ener(lmnete el el 1 piso&

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