Memoria Calculo JAPAM

8/18/2019 Memoria Calculo JAPAM

1/21

EXPEDIENTE TECNICO:MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA Y SECUNDARIA EN LA I.E.JULIO ALBERTO PONCE ANTUNEZ DE MAYOLO - JAPAM DEL DISTRITO DE SICUANI, PROVINCIA DE CANCHIS – CUSCO____________________

MEMORIA DECALCULO ESTRUCTURAL

Proyecto:“MEJORAMIENTO DE LOS SERVICIOS DE EDUCACIONPRIMARIA Y SECUNDARIA EN LA I.E.JULIO ALBERTO

PONCE ANTUNEZ DE MAYOLO - JAPAM DEL DISTRITO DESICUANI, PROVINCIA DE CANCIS - CUSCO!

DEPARTAMENTO : CUSCOPROVINCIA : CANCISDISTRITOS : SICUANILOCALIDAD : SICUANI

DICIEMBRE " #$%&

MEMORIA CÁLCULO ESTRUCTURAS MUNICIPALIDAD PROVINCIAL DE CANCHIS


2/21


I. 'ENERALIDADESLa p!"!#$! %!%&'a (&!"p)! a* (+*(*& !"$($a* )!* p&!($& “MEJORAMIENTODE LOS SERVICIOS DE EDUCACION PRIMARIA Y SECUNDARIA EN LA I.E.JULIOALBERTO PONCE ANTUNEZ DE MAYOLO - JAPAM DEL DISTRITO DE SICUANI,PROVINCIA DE CANCIS - CUSCO!

E* p&!($& (&%p!#)! *a !!(('/# )! 01 B*&2!" )!"$'#a)& a *&" S!3'('&" A)%'#'"$a$'3&" A*a", 45 B*&2!" )! E"(a*!a" )! C'(*a('/#, a)!%+" )! # Ta#2!E*!3a)&, )! a(!)& a *a )'"$'6('/# a2'$!($/#'(a.

%.% NORMAS EMPLEADASS! "'7! *a" )'"p&"'('!" )! *&" R!7*a%!#$&" N&%a" Na('a*!", (&%& $a%6'8# *a"!(&%!#)a('!" )! N&%a" I#$!#a('a*!" )!"('$&" a ($'#a('/#.

o Reglamento Nacional de Edificaciones (Perú)o E-020 “CARGAS” o E-00 “!"SE#$ S"S%$RRES"S&EN&E” o E-0'0 “SE$S * C"%EN&AC"$NES” o E-0+0 “C$NCRE&$ AR%A!$” o E-0,0 “AA#"ER.A” o Reglamentos "nternacionaleso AC" (American Concrete "nstit/te)

%.# ESPECI(ICACIONES - MATERIALES EMPLEADOS

CONCRETO:o R!"'"$!#('a 9( ; 450'/#,

C&*%#a", V'7a" L&"a".9( ; 5?@


3/21


La ('%!#$a('/# ("')!a)a !"$+ (&%a)a 6+"'(a%!#$! p& apa$a" ( 3'7a" )! (!>'/# p& ('%'!#$&" (&')&".

II. ESTRUCTURACIN Y MODELAMIENTO

II.% SISTEMA ESTRUCTURAL

La !"$($a('/# ("'"$! !# !*!7' !* "'"$!%a !"'"$!#$! )! *a !)''(a('/# )!'#' *a 6'(a('/# )!*&" !*!%!#$&" 2! *& (&%a#. E# !* p!"!#$! p&!($&, !* p*a#$!a%'!#$& !"$($a* a)&p$a)&(&!"p)! a # "'"$!%a )a* p/$'(&" %&" )! (&$! a # "'"$!%a ap&$'(a)&)!p!#)'!#)& )! *&" 6*&2!".E* %&)!*a%'!#$& a#+*'"'" )! *&" M/)*&" 2! (&%p!#)! !"$! p&!($& "! !a*'/ $'*'a#)& !*p&7a%a )! (/%p$& E$a6" .?.1, a ($'#a('/# "! %!"$a# a*7#&" )! *&" %&)!*&" !# GDpaa *&" )'"$'#$&" B*&2!" (&!"p)'!#$!" a* p!"!#$! p&!($&:

BLO/UE PRIMARIA %



4/21


BLO/UE TIPO

ESCALERAS



5/21


#.# ESTADO DE CAR'AS Y COMBINACIONES DE CAR'A

#.#.% ESTADO DE CAR'ASD! a(!)& a *a" Norma E-0+0 “C$NCRE&$ AR%A!$” del 200, "! ("')!a# *&"

"'7'!#$!" !"$a)&" )! (a7a" 2! a($a# !# *a !"$($a 3! '7a N 05, a)!%+" !*!"p!($& )! P"!)&-a(!*!a('/# 2! )!'#'!%&" %+" a)!*a#$!.

1ig/ra N 03 4 Estado de Carga (Programa Eta5s 6,67)

D)!:

- PP )!a): A2 !"$+# $&)a" *a" (a7a" )! p!"& p&p'&.- VIVAS !)('6*! *'3!: (&!"p)! a $&)a" *a" "&6!(a7a" paa a*a",

(&!)&!", !"(a*!a".- CM "p! )!a): La" (a7a" !"*$a#$!" )! a(a6a)&", !$(.- TECHO *'3!: "&6!(a7a" !# $!(K&"- SISMO9EQ 2a

U ; 5.1CM 5.?CVU ; 5.4@ CM CV CS

U ; 0.CM CS



6/21




7/21




8/21


III. ANALISIS SISMICO

III.% (ACTORES PARA EL ANALISIS

E* a#+*'"'" ""%'(& "! !a*'a+ $'*'a#)& # %&)!*& %a$!%+$'(& $')'%!#"'a* !# ))! *&"!*!%!#$&" 3!$'(a*!", 2! $'!#!# 3a'&" 7a)&" )! *'6!$a), !"$+# (!($a)&" %!)'a#$! #)'aa7%a K&'$a*, !* (a* "! "p! '#'#'$a%!#$! 7')& #$a !# " p*a#&" $&)&" *&"7a)&" )! *'6!$a) )! *&" !*!%!#$&" 3!$'(a*!" paa !>p!"a*&" !# $!", )&" )! $a"*a('/# #& )! &$a('/#. A)!%+", paa (a)a )'!(('/#, "! Ka ("')!a)& #a !>(!#$'(')a)a((')!#$a* )! 0.0@ 3!(!" *a )'%!#"'/# )!* !)''('& !# *a )'!(('/# p!p!#)'(*a a *a a(('/#)! *a" !a". L&" pa+%!$&" ""%'(&" 2! !"$'p*a *a N&%a E-0G0 DISEOSISMORRESISTENTE ("')!a)&" paa !* A#+*'"'" )! *a" )'!!#$!" !"$($a" " *&""'7'!#$!":

(0ctor No1e2c30t4r

0C305676c0c682,C0te9or0,

T6;oV03o

r J45t676c0c682

Zo20 Z 069ona s:smica; 2

(C/sco)

U5o U A 36' Centros Ed/catinica de S/elos&? (s) 06+0

Coe76c6e2te


9/21


III.# PRE DIMENSIONAMIENTO

E" #!(!"a'& # p!)'%!#"'a%'!#$& p!*'%'#a, #& % !*a6&a)&, a 2! a($a*%!#$!( *&" p&7a%a" )! (+*(*& "! p!)! !)'%!#"'a Ka"$a ("!7' "!(('!"!(/%'(a" &p$'%'a !* p&(!"& )! )'"!W&.

A ($'#a('/# *&" ('$!'& 2! "! $&%a# !# (!#$a paa !* p!)'%!#"'a%'!#$& )! *&")'!!#$!" !*!%!#$&" !"$($a*!".

COLUMNASPaa !)''(a('!", *a" (&*%#a" "! )'%!#"'aa# )! *a "'7'!#$! %a#!a 6+"'(a%!#$!("')!a#)& "&*& (a7a" a>'a*!":

c f

P Dd Interior Columna Area

'30.0

10.1

××

=×=

c f

P

Dd Lateral Columna Area '25.0

25.1

××

=×=

c f

P Dd EsquinaColumna Area

'20.0

50.1

××

=×=

D)!:P ; Ca7a" )! a3!)a) 2! "&p&$a *a (&*%#a.( ; R!"'"$!#('a )!* C(!$& a *a (&%p!"'/# S'%p*!

D!6')& a *a '7')! !"'"$!#('a 2! !2'!! *a !"$($a !# !* "!#$')& *'$)'#a* (&%& !#!* "!#$')& $a#"3!"a*, "! &p$a p& $&%a *a" )'%!#"'!" )! *a" (&*%#a" !# *a")'%!#"'!" 2! "! %!"$a# !# *&" p*a#&" )! )!$a**!.

VI'ASLa" 3'7a" "! )'%!#"'a# 7!#!a*%!#$! ("')!a#)& # p!a*$! )!* &)!# )! 5=50 a 5=54)! *a * *'6! *#, !"$a '#(*! !* !"p!"& )! *a *&"a )! $!(K& & p'"&.E* a#(K& )! *a 3'7a p!)! 3a'a !#$! 0.G0 a 0.@0 %. ( # a#(K& %#'%& )! 0.4@ % "!7#*a N&%a E-00 paa 3'7a" 2! &%a# pa$! )! p/$'(&" & !*!%!#$&" "'"%& !"'"$!#$!".

VI'AS DE CONE>IN

N& !>'"$! # ('$!'& !>a($& paa !* p!-)'%!#"'a%'!#$& )! 3'7a" )! (!>'/# a 2! !"$a""! !#(a7a# )! ($&*a *a !>(!#$'(')a) 7!#!a)a !# *a" apa$a" *&" a"!#$a%'!#$&")'!!#('a*!" !#$! *&" %'"%&", p& &$& *a)& !" !(&%!#)a6*! (!($a *a" apa$a"%!)'a#$! 3'7a" )! (!>'/# paa a" *&7a # %!& (&%p&$a%'!#$& !# (#$& =& (&%&

# "&*& "'"$!%a.

Paa #!"$& (a"& $&%a!%&" !* ('$!'& )! p!-)'%!#"'a%'!#$& )! 3'7a" )! !#$!p'"&

III. AN?LISIS DIN?MICO

III..% ESPECTRO DE PSEUDO ACELERACIONESPaa a !* A#+*'"'" D'#+%'(& )! *a" )'!!#$!" !"$($a" "! $'*'a # !"p!($& )! !"p!"$a"!7# *a Norma E-00 “!"SE#$ S"S%$RRES"S&EN&E” , paa (&%paa *a !a (&$a#$!%#'%a !# *a 6a"! ($a"$a*&" ( *&" !"*$a)&" )!* a#+*'"'" !"$+$'(&, (&%& "!%!#('& a#$!'&%!#$!. T&)& !"$& paa (a)a )'!(('/# )! *a !)''(a('/# !# p*a#$a X ! Y.


C =2.5×T p

T ; C ≤2.5 (C = Factor de amplificaciónsísmica )


10/21


S! a"%! P!'&)&" )! V'6a('/# paa !* E)''('& (&%p!#)')& !#$! *&" 3a*&!" 0 T 50, *&(a* 7!#!a+ #a #('/# )! A(!*!a('!" P!'&)&" )!#&%'#a)& E"p!($& )! R!"p!"$a(&%& "! %!"$a !# !* (a)& "'7'!#$! )!* p&7a%a.

S=ZUCS R

× g ( Aceleración espectral)



11/21


..#(ACTOR DE AMPLI(ICACIN SISMICA )C+ y PERIODO (UNDAMENTAL )T+

Paa !* (+*(*& )!* a($& )! a%p*''(a('/# ""%'(a !# *&" a#+*'"'" "! ("')!/ !* p!'&)&#)a%!#$a* !"$'%a)& !# *a N&%a E-0G0, "!7#:

C =2.5

×

T p

T ; C ≤2.5

(C =

Factor de amplificación sísmica )

IV. VERI(ICACION DE RESULTADOS



12/21


IV.% CONTROL DE DESPLAZAMIENTOS LATERALESIV.%.% VERI(ICACION DE DESPLAZAMIENTOS DE ENTREPISOD! a(!)& a *a N&%a E-0G0, paa !* ($&* )! *&" )!"p*aa%'!#$&" *a$!a*!", *&" !"*$a)&")!6!+# "! %*$'p*'(a)&" p& !* 3a*& )! 0.?@R paa (a*(*a *&" )!"p*aa%'!#$&" *a$!a*!" )! *a!"$($a. S! $&%aa *&" )!"p*aa%'!#$&" )!* #)& %+" a*!a)&.L&" !"*$a)&" "!+# %&"$a)&" !# $a6*a" paa (a)a #a )! "" )'!(('!" paa *&" )&" $'p&")! !"$($a" p'#('pa*!": ap&$'(a)a )a*.

ESTRUCTURA DUAL EN >



13/21


ESTRUCTURA DUAL EN Y

V. DISE@O DE ELEMENTOS DE CONCRETO ARMADO

V.% DISE@O DE VI'AS Y COLUMNAS

S! !a*'/ !* )'"!W& )! *&" !*!%!#$&" !"$($a*!", V'7a", C&*%#a" L&"a" $'*'a#)& !*P&7a%a ETABS N*'#!a 3..?.1.La" "'7'!#$!" &%*a" "! $'*'a paa *a 3!''(a('/# )! *&" )'"!W&" p&p&('a)&" p& !* p&7a%a.

D65eo


14/21


15/21




16/21


MOMENTOS BLO/UE TIPO

CORTANTES BLO/UE TIPO



17/21


ACEROS TIPO

V.2 CIMENTACIONES



18/21


Paa !* (+*(*& )! *a" ('%!#$a('!" "! $'*'/ *a" (a7a" &6$!#')a" p& !* p&7a%a:

Story Point Load FZ

BASE 1 PD 5.08

BASE 1 PL 0.92

BASE 2 PD 7.5

BASE 2 PL 1.38

BASE 3 PD 7.47

BASE 3 PL 1.27

BASE 4 PD 7.64

BASE 4 PL 1.28

BASE 5 PD 7.64

BASE 5 PL 1.28BASE 6 PD 7.47

BASE 6 PL 1.27

BASE 7 PD 7.5

BASE 7 PL 1.38

BASE 8 PD 9.78

BASE 8 PL 1.79

BASE 9 PD 24.35

BASE 9 PL 7.12

BASE 10 PD 24.64

BASE 10 PL 7.11BASE 11 PD 24.82

BASE 11 PL 7.11

BASE 12 PD 24.82

BASE 12 PL 7.11

BASE 13 PD 24.64

BASE 13 PL 7.11

BASE 14 PD 24.35

BASE 14 PL 7.12

BASE 15 PD 9.81

BASE 15 PL 0.63BASE 16 PD 21.3

BASE 16 PL 4.32

BASE 17 PD 21.84

BASE 17 PL 4.34

BASE 18 PD 22.16

BASE 18 PL 4.33

BASE 19 PD 22.16

BASE 19 PL 4.33

BASE 20 PD 21.84

BASE 20 PL 4.34

BASE 21 PD 21.3

BASE 21 PL 4.32



19/21


BASE 50 PD 15.09

BASE 50 PL 2.29

BASE 52 PD 13.53

BASE 52 PL 0.55

BASE 73 PD 5.08

BASE 73 PL 0.92

BASE 74 PD 9.78

BASE 74 PL 1.79

BASE 75 PD 9.81

BASE 75 PL 0.63

BASE 79 PD 13.53

BASE 79 PL 0.55

BASE 80 PD 15.09

BASE 80 PL 2.29

C&%& !!%p*& )!* (+*(*& )! $&)a" *a apa$a" $&%a!%&" *a )!* p#$& 55, )! ))! &6$!#!%&" *a")'%!#"'!" )! *a apa$a $'p& Z1 )! 4,50 > 5,@@ 2! $!#!%&" !# *&" p*a#&"



20/21




21/21


D!* !"*$a)& )!* a#+*'"'" !# *a %a&a )! (a"&" "! &6$3'! (a#$a" %#'%a", 3'7a",(&*%#a", %&" )! (&$! )a)& 2! $&)a" *a" !)''(a('!" " )! )&" #'3!*!" p& *& 2! "!p&(!)'/ a (&%pa$'6'*'a !"$a" (a#$a" &6$!#')a" a* p&(!)'%'!#$& ("$($'3&

E# !* (a"& )! *a" apa$a" "! a"%'! *a" )'%!#"'!" "'# "'"%&, a*7& %a&!" 2! *a" 2!'#)'(a "a *a K&a )! (+*(*&, )!6')& a *a #a$a*!a )!* $!!#& ))! "! !)''(a+ *a !"$($a

Documents

Memoria Calculo JAPAM