WVG-PM-01.0-B (Verificacion Estructural de Galpon N°1)

7/18/2019 WVG-PM-01.0-B (Verificacion Estructural de Galpon N°1)

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PLANTA WVG PEÑAFLOR

WVG-PM-01.0-B

REVISIÓN B

FECHA : 15-Marzo-2015

INGENIERÍA ESTRUCTURAL: VERIFICACIÓN DE ESTRUCTURA METÁLICA

MEMORIA DE CÁLCULO

VERIFICACIÓN ESTRUCTURAL DE GALPÓN N°1

INGENIERO : Mauricio Riquele

!"a #VG Malloco #VG$PM$%1&%$'



Taba !" C#$%"$&!#'

P(#)"*%# Pa$%a WVG P"+a,#(

CAPÍTULO 1.0: Verificación Estructural de Galpón N1CAPÍTULO 1.0: Verificación Estructural de Galpón N1CAPÍTULO 1.0: Verificación Estructural de Galpón N1CAPÍTULO 1.0: Verificación Estructural de Galpón N1

1.0.1 !eter"inación de las Car#as $ue act%an s&'re el Galpón1.0.1 !eter"inación de las Car#as $ue act%an s&'re el Galpón1.0.1 !eter"inación de las Car#as $ue act%an s&'re el Galpón1.0.1 !eter"inación de las Car#as $ue act%an s&'re el Galpón

1.0.( An)lisis * Verificación Estructural del Galpón1.0.( An)lisis * Verificación Estructural del Galpón1.0.( An)lisis * Verificación Estructural del Galpón1.0.( An)lisis * Verificación Estructural del Galpón

1.0.+ C&nclusi&nes1.0.+ C&nclusi&nes1.0.+ C&nclusi&nes1.0.+ C&nclusi&nes




D",&$&*&#$"'Unidade !e"inida

tonf 1000kgf ≡ ton 1000kg≡ ORIGIN 1≡

#ro$iedade de Ma%eria&e

A'ero

Te!*i+! (e ,lue!cia (e acero (e re,uer-o A./$0)2 f y 420 MPa⋅:=

Te!*i+! (e ,lue!cia (e acero A)3%ES2 Fy 27 kgf

mm2

⋅:=

M+(ulo (e ela*"ici(a( (el acero2 Es 2000 tonf

cm2

⋅:=

Pe*o e*4ec5,ico (el acero2 γs 7850

kgf

m3⋅:=

Hor(i)*n

Re*i*"e!cia cil5!(rica (e ori6+! $/%2 f'c 25 MPa⋅:=

Pe*o e*4ec5,ico (el 7ori6+!2 γh 2.5 tonf

m3

⋅:=

S+e&o

Pe*o e*4ec5,ico (el *uelo2 γso! 2.0 tonf

m3

⋅:=

Á!6ulo (e ci-alle 8are!a*92 ϕ 31"#g:=

Coe,icie!"e (e co7e*i+! 8arcilla*92 c 0 tonf

m2

:=

Te!*i+! e*":"ica a(i*i;le (el *uelo2 σ1

2.5 kgf

cm2

⋅:=

Te!*i+! *5*ica a(i*i;le (el *uelo2 σ2

3.3 kgf

cm2

⋅:=




CAPÍTULO 1.0: V"(&,&*a*&$ E'%(*%(a !" Ga/$

1.0.1 D"%"(&$a*&$ !" a' Ca(a'2" a*%3a$ '#b(" " Ga/$

1,0,1,1 Condi'ione Geo(%ri'a



http://slidepdf.com/reader/full/wvg-pm-010-b-verificacion-estructural-de-galpon-n1 5/22!"a #VG Malloco #VG$PM$%1&%$'



Pe!(ie!"e (e "ec7o2 α 20"#g:= α 34.$ %⋅=

Lar6o (e 6al4+!2 & 21000 mm

:=

A!c7o (e 6al4+!2 1111mm:=

Di*"a!cia e!"re arco*2 ( 34$0mm:=

Al"ura (e 6al4+!2 ) 5310mm:=

Lar6o (e cuer(a *u4erior2 &m 2 58*2⋅ mm:= &m 11724 mm⋅=

n

m

7:=N=ero (e arco*2

Se4araci+! e!"re co*"a!era*2 (c 1470mm:=

Área (e i!,lue!cia2 +1

(⋅:= +1

3.$m2

=

Área 4ro>ec"a(a2 +2

+1

cos α, -⋅:= +2

3.*m2

=

Área 4ro>ec"a(a (e co*"a!era*2 +3

(c⋅ cos α, -⋅:= +3

1.5m2

=




1,0,1,1,1 Ma%eria&e




1,0,1,2 E%ado de Car)a

1,0,1,2,1 Car)a #er(anen%e: Pe*o Pro4io (e E*"ruc"ura

Pe*o 4ro4io (e e*"ruc"ura e":lica2 1

3035.4kgf :=

1&%&1&)&) CARGA NORMA. 2 PESO PROPIO DE TECUM'RE

#eo de 'o%anera

Pe*o (e co*"a!era2 c 1035.$kgf :=

#eo de %e'/+(re

Pe*o (e "ec7u;re 4or e"ro cua(ra(o2 /'3 5 kgf

m2

:=

Car6a 4or u!i(a( (e lar6o (e"ec7u;re *o;re arco (e acero2 /

3 /'3 (⋅:= /

3 17.5

kgf

m⋅=

#eo $ro$io %o%a& de %e'/o

Pe*o 4ro4io "o"al (e "ec7u;re2 2

c nm 1−( )&m /3

⋅+:= 2

22*3.4 kgf ⋅=

Pe*o 4ro4io "o"al (ee*"ruc"ura e":lica2

∑:= 52$8.8 kgf ⋅=




1,0,1,2,2 Car)a #er(anen%e: De"eri!aci+! (e So;recar6a (e Tec7o 8NC7 1</3O,&)%%@9

Car6a (e u*o (e "ec7o2 &o 1.0kPa:= &o 102.0 kgf

m2

⋅=

Coe,icie!"e (e re(ucci+! 4or 4e!(ie!"e2 R 1 +, - 1 2.33 tan α, -⋅− tan α, - 0.3≤f

0.3 oth#s#

:=

Coe,icie!"e (e re(ucci+! 4or :rea2 R 2 +, - 1 0.008 +⋅ 1

m2

⋅− + 50 m2

⋅<f

0.* + 50m2

≥f

:=

& +, - &o R 1 +, - R 2 +, -⋅ 0.84≥( )f

&o R 1 +, -⋅ R 2 +, -⋅ 0.3 R 1 +, - R 2 +, -⋅< 0.84<( )f

0.3 &o⋅ R 1 +, - R 2 +, -⋅ 0.3≤( )f

:=So;recar6a (e "ec7o2

So;recar6a (e "ec7o 4or e"ro cua(ra(o2 /'sc & +1( ):= /'sc 30.5$ kgf

m2

⋅=




1,0,1,2, Car)a Een%+a&: De"eri!aci+! (e Car6a (e Niee 8NC7 0/1 O,&339

E! *u4er,icie* co! u!a i!cli!aci+! α° re*4ec"o (e la 7ori-o!"alB la *o;recar6a (e !iee *e (e"eri!a (e la *i6uie!"e ,or

1 α 30"#g≤f

1 α 30"#g−

40"#g− oth#s#

:= 1=

Al"i"u(B e! e"ro*B (el lu6ar 2 +!t 500m:=

La"i"u( 6eo6r:,ica *ur (el lu6ar 2 &at 33 30

*0"#g:=

)' 0 300 *00 800 1000 1250 1500 1750 2000 2500 3000, -

m:=

&' 17 2* 32 34 38 42 48 55, -

"#g:=

a

1←

#ak +!t )'

≥ +!t )' 1+

<∧f

1+← oth#s#

11<h!#

+!t 3000m<f

11 oth#s#

:=

1←

#ak &at &'

≥ &at &' 1+

<∧f

1+← oth#s#

8<h!#

&at 17"#g≥ &at 55"#g≤∧f

Eo oth#s#

:=

no

0

0

0

0

0

0

0

0

0

0

0

0

0

0.25

0.25

0.25

0.25

0.25

0.5

1

2

3

0.25

0.25

0.50

0.75

1

2

3

4

5

*

7

0.25

0.25

0.75

1

1.5

3

4.5

*

7

7

7

0.25

0.25

0.75

1

1.5

3

4.5

*

7

7

7

0.25

0.25

0.50

1

1.5

2

3

*

7

7

7

0.5

1.25

1.25

1.25

1.5

2

3

*

7

7

7

kPa⋅:= n noa ,

⋅:=

So;recar6a (e !iee2 n 25.5 kgf

m2

⋅=

!"a #VG Malloco #VG$PM$%1&%$' 1



La car6a (e !iee 4or u!i(a( (e lar6oB e*":(e"eri!a(a 4or la (i*"a!cia e!"re arco*(e la *i6uie!"e ,ora2 /n n ⋅:= /n 28.3

kgf

m⋅=

La Nora (e So;recar6a (e Niee 8NC7 0/1 O,& 339 e*"a;lece e! (o* 4:rra,o* que2

3,3,2 #ara &o e"e'%o de &a a$&i'a'i*n de &a ore'ar)a de niee %a e 'o($arar4 'on &a ore'ar)a nor(a& de'4&'+&o $ara %e'/o e%a&e'ida en &a Ordenanza Genera& ore &a Con%r+''ione Uraniza'i*n o a &a nor(O"i'ia&e 6+e $+edan ree($&azar&a en e& "+%+ro7 ado$%4ndoe e& a&or (aor,

3,3, En zona 'ordi&&erana de& e8%re(o +r de& %erri%orio na'iona& en 6+e niea %odo o 'ai %odo &o a9o7en %odo &o &+)are $ara &o '+a&e noindi'ado en &a %a&a de ore'ar)a (ni(a de niee e (aor 0,25 ;#a

ore'ar)a de niee e 'oniderar4 nor(a&,




1,0,1,2,3 Car)a Een%+a&: De"eri!aci+! (e Car6a (e Vie!"o 8NC7 0/) O,&319

Para co!*"ruccio!e* *i"ua(a* e! ciu(a(B o e! *i"io* a*iila;le* a e*"a* co!(icio!e*& N'/ 32-O", <17 =a&a 1 e''i*n

Al"ura :ia (e la co!*"rucci+!2 ) 5.31 m=

)' 0 15 2 0 30 4 0 50 7 5 100 150 200 300, -

m⋅:=

P ' 55 75 85 $5 103 108 121 131 14$ 1*2 18*, - kgf

m2⋅:=

P ), - !nt#6 )' P ', ),( ) ) 300m≤f

18* kgf

m2

⋅ oth#s#

:=

Car6a ':*ica (e ie!"o2 /' P ), -:= /' *2.1 kgf

m2

⋅=

Fac"or (e ,ora 4are( a ;arloe!"o2

1

0.8:=

Fac"or (e ,ora 4are( a *o"ae!"o2 2

0.4:=

Fac"or (e ,ora "ec7o e! ;arloe!"o2 3

1.2 sn α, -⋅ 0.4−, -:= 3

0.01=

Fac"or (e ,ora "ec7o e! *o"ae!"o2 4

0.4:=

Car6a 4or e"ro cua(ra(o (e (i*eo2 /' /' ⋅:= /'

4$.7 24.8 0.* 24.8, - kgf

m2

⋅=

Car6a (i*"ri;ui(a e! arco* e"reo*2 / /'

2⋅:=

/

27.* 13.8 0.4 13.8, -

kgf

m⋅=

Car6a (i*"ri;ui(a e! arco* ce!"rale*2 / /' ⋅:= /

55.2 27.* 0.7 27.*, - kgf

m⋅=




1,0,1,2,5 Car)a Een%+a&: De"eri!aci+! (e Car6a S5*ica 8NC7 )/.@ O,&)%%/9

1,0,1,2,5,1 De"eri!aci+! (e Fac"or (e Aceleraci+! (el Suelo

o!a *5*ica2 9ON+ 2:=

Aceleraci+! (el *uelo2 +o 0.2 g⋅ 9ON+ 1?f

0.3 g⋅ 9ON+ 2?f

0.4 g⋅ 9ON+ 3?f

:= +o 0.3 g⋅=

1,0,1,2,5,2 De"eri!aci+! (e Coe,icie!"e (e I4or"a!cia I

Cla*i,icaci+! (e E*"ruc"ura*2 at#go:a II:=

I 0.* at#go:a I?, -f

1.0 at#go:a II?, -f

1.2 at#go:a III?, -f

1.2 at#go:a I;?, -f

:= ← Edi"i'io ai&ado o%ra e%r+'%+ra $roiiona&e,

← E%r+'%+ra no in'&+ida en o%ra '&ai"i'a'ione,

← Edi"i'io 'on 'on%enido de a&%o a&or o a)&o(era'ione de $erona

← Edi"i'io )+erna(e%a&e7 (+ni'i$a&e o de eri'io $@&i'o,

I 1=

1,0,1,2,5, Par:e"ro* (e4e!(ie!"e* (el Ti4o (e Suelo

Valore* carac"er5*"ico* (el "i4o (e *uelo 4ara o;"e!ci+! (el ,ac"or (e a4li,icaci+!2 (<E&OIPO :=

o 0.15 s#c⋅ (<E&OIPO +?f

0.30 s#c⋅ (<E&OIPO ?f

0.40 s#c⋅ (<E&OIPO ?f

0.75 s#c⋅ (<E&OIPO ?f

1.20 s#c⋅ (<E&OIPO E?f

:= o 0.4s=




n 1.00 (<E&OIPO +?f

1.33 (<E&OIPO ?f

1.40 (<E&OIPO ?f

1.80 (<E&OIPO ?f

1.80 (<E&OIPO E?f

:= n 1.4=

( 0.$0 (<E&OIPO +?f 1.00 (<E&OIPO ?f

1.05 (<E&OIPO ?f

1.20 (<E&OIPO ?f

1.30 (<E&OIPO E?f

:= ( 1.05=




1,0,1,2,5,3 De"eri!aci+! (el Perio(o (e la E*"ruc"ura

Perio(o !a"ural (e o*cilaci+!(el arco (e acero U'C @32 0.0853 )

0.75⋅

s#c

m0.75

⋅:= 0.30 s#c⋅=

1,0,1,2,5,5 Fac"or (e o(i,icaci+! (e re*4ue*"a R

Fac"or (e o(i,icaci+! (e re*4ue*"a e*"ruc"uralB/&? E*"ruc"ura* (e acero *5*ica* i*o*":"ica2 R

2 3:=

1,0,1,2,5,> Ra-+! (e Aor"i6uaie!"o

Ra-+! (e aor"i6uaie!"o 4ara arco (e acero co!u!io!e* a4er!a(a* e! "erre!oB co! o *i! arrio*"raie!"o2 ξ 3:=

1,0,1,2,5,< De"eri!aci+! (e coe,icie!"e *5*ico C

De"eri!aci+! (e coe,icie!"e* *5*ico* C2

2 R ,, - mn 0.25+o

g⋅←

2.75 +o⋅

g R ⋅

o

n

⋅ 5

ξ

0.4

⋅←

ma=

0.7$

0.*

0.4

0.32

0.2*

0.*8

0.4$

0.34

0.27

0.23

0.55

0.42

0.28

0.22

0.18

←

R ←

> ξ 1− ξ 2?, - ξ 3?, -∨f

3 oth#s#

←

m 0.5 +o 0.20g?f

0.75 +o 0.30g?f

1 oth#s#

←

ma= m ma= >,

⋅←

mn

ma=

:=

← C(in

Coe,icie!"e* *5*ico*2 2 R 2

,( )0.08

0.51

0.2*

= ← C

← C(a8




Coe,icie!"e *5*ico(e (i*eo2 2 R

2,( )

2←

mn 2 R 2

,( )1

←

ma= 2 R 2

,( )3

←

ma= ma=>f

mn mn<f

oth#s#

:= 0.2*=

1,0,1,2,,5, De"eri!aci+! (e Cor"e S5*ico

Car6a *5*ica2 P := P 52$8.803 kgf ⋅=

Cor"e S5*ico2 E I⋅ P⋅:= E 1351.2 kgf ⋅=

1,0,1, Co(ina'ione de Car)a

1,0,1,,1 Co(ina'ione de Car)a: M"o(o ASD

C1 2 D

C) 2 D H L

C/ 2 D H 8Lr + S + R9 ← Co(ina'i*n 6+e 'on%ro&a e& die9o de &a e%r+'%+ra,

C0 2 D H %&3<L H %&3< 8Lr + S + R9

C<a 2 D H #

C<; 2 D H E

C.a 2 D H %&3<# H %&3<L H %&3< 8Lr + S + R9

C.; 2 D H %&3<E H %&3<L H %&3<S




CAPÍTULO 1.0: V"(&,&*a*&$ E'%(*%(a !" Ga/$

1.0.4 A$5&'&' ) V"(&,&*a*&$ E'%(*%(a !" Ga/$

1,0,2,1 E%ado de Car)a de !ie9o: C/2 Pe*o Pro4io H Car6a (e Tec7o 8DHLr 9




1,0,2,1,1 !ia)ra(a de E"+erzo

Dia6raa (e E*,uer-o* Aiale* 86,9




Dia6raa (e Moe!"o* 86,J9




1,0,2,1,2 Veri"i'a'i*n E%r+'%+ra&: C/2 Pe*o Pro4io H Car6a (e Tec7o 8DHLr 9

Fac"or (e U"ili-aci+!2 F< 0.582:= K 1&% O VERIFICA

!"a #VG Malloco #VG$PM$%1&%$' )



1,0,2,1, Veri"i'a'i*n de !e"or(a'i*n: C/2 Pe*o Pro4io H Car6a (e Tec7o 8DHLr 9

Gr4"i'o de !e"or(a'i*n A+(en%ado 10 e'e

De,oraci+! er"ical :ia2 ∆ma=. 5.071mm:=

De,oraci+! er"icala(i*i;le :ia2

∆a"m.

(

300:= ∆a"m. 11.* mm⋅=

Fac"or (e De,oraci+!2 F∆ma=.

∆a"m.

:= F 0.44= K 1&% O VERIFICA

!"a #VG Malloco #VG$PM$%1&%$' )



CAPÍTULO 1.0: V"(&,&*a*&$ E'%(*%(a !" Ga/$

1.0.6 C#$*'&#$"'

Al e,ec"uar el a!:li*i* (e lo* re*ul"a(o*B *e 4ue(e (eo*"rar que al a4licar la* car6a* e*4eci,ica(a *e6=! la* !ora* c7!a* (e !ieeB ie!"o > *i*oB NC7 0/1 O,&33B NC7 0/) O,&31 > NC7 0// O,&@.B o(i,ica(a el )%%@B re*4ec"iae!"eB loelee!"o* (el 6al4+! co! la* 4ro4ie(a(e* > co!(icio!e* (e a4o>o e*4eci,ica(a* e! la 4re*e!"e eoriaB (el 4ro>ec"oGal4+! N°1 (e la 4la!"a #VGB eri,ica! e*"ruc"urale!"e a la* *olici"acio!e* a la* que ,uero! *oe"i(o*&

Ma+ri'io Ri6+e&(e A&arado I!6e!iero Cii lB e!ci+! E*"ruc"ura* > Co!*"rucci+!

Ma65*"er e! Cie!cia*B e!ci+! Geo,5*ica Re6& Col& I!6& )/&/3@$%

WVG-PM-01.0-B (Verificacion Estructural de Galpon N°1)

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