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A.1. EVALUACIÓN DEL PESO DE LAS EDIFICACIONES EVALUACIÓN DEL PESO DE LOS ELEMENTOS ESTRUCTURALES - NIVEL
ELEMENTO
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PESO DE MUROS :
Pro1cto
JARDIN INFANTIL SAN CRISTOBAL
LocaliEacion Localidad San Cristobal Contin
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TA&LE: &0+ R+0t2on O3t43tC0+ C0+T54+ TGt DCON" DCON+ DCON/ DCON2 DCON4 DCON? DCON DCON6 DCON5 DCON5 DCON"0 DCON"0 DCON"" DCON"" DCON"+ DCON"+ DCON"/ DCON"/ DCON"2 DCON"2 DCON"4 DCON"4 DCON"? DCON"? ;NHDIS ;NHDIS
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ANALISIS MODAL COMPARACION ESPECTROS DE DISEÑO T
SISTEMA ESTRUCTURAL
P9t2o +n on+to +;o<0=o +2t+nt+ 0 mom+nto (DMO) M0m4ot+>0 on;2n0=0 (DMO) M0m4ot+>0 no +;o<0=0 (DMI) P9t2o +n on+to +;o<0=o +2t+nt+ 0 mom+nto (DMI) P9t2o +n on+to +;o<0=o +2t+nt+ 0 mom+nto (DES) ESPECTRO MICROZONIFICACION SISMICA ZONA 1
PARAMETROS: Aceleración M!i"a Aceleración N$"inal %ac&$r 'e A"(li)cación 'e la Aceleración %ac&$r 'e A"(li)cación 'e la Aceleración en el ran*$ 'e Peri$'$ Inicial Peri$'$ C$r&$ Peri$'$ -ar*$
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$ICROONIFICACION( $ICROONIFICACION( $ICROONIFICACION( $ICROONIFICACION( $ICROONIFICACION(
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0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.,0 0.,5 0.0 0.5 0./0 0./5 1.00 1.05 1.10 1.15 1.20 1.25 1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.,0 1.,5 1.0 1.5
Sa ESPECTRO SIN REDUCIR 0.26400 0.36300 0.46200 0.56100 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.66000 0.625, 0.60000 0.5,3/1 0.55000 0.5200 0.50,6/ 0.4/ 0.4,143 0.4551, 0.44000 0.4251 0.41250 0.40000 0.324 0.3,,14 0.3666, 0.356,6
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Pro1cto JARDIN INFANTIL SAN CRISTOBAL Localidad Localidad San Cristobal Contin Analisis dri>as Analisis torsional Dri>a #aG *
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TGt CO$B" CO$B+D CO$B+D CO$B/D CO$B/D CO$B2D CO$B2D CO$B4D CO$B4D CO$B?D CO$B?D CO$BD CO$BD CO$B6D CO$B6D CO$B5D CO$B5D CO$B" CO$B+D CO$B+D CO$B/D CO$B/D CO$B2D CO$B2D CO$B4D CO$B4D CO$B?D CO$B?D CO$BD CO$BD CO$B6D CO$B6D CO$B5D CO$B5D CO$B" CO$B+D
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00"/2 700"2006 00006 7000"02 00006 7000"02 0000006+/+ 00000"? 7000000/22 00000"? 7000000/22 00000"? 70000002"26 00000"? 70000002"26 00000"4 70000002?+? 00000"4 70000002?+? 00000"? 700000040/ 00000"? 700000040/
000000"06 700000/? 0000025 70000062 0000025 70000062 0000"? 0000202 70000"?2 0000202 70000"?2 000?6/ 7000?45 000?6/ 7000?45 0000/6 70000"6" 0000/6 70000"6" 000?6"/ 7000??0 000?6"/ 7000??0
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000 00" 000 00" 000 00+ 000 00+ 000 000 0?? 000 0?? 000 002 000 002 000 0?? 000
700026 00+4 700"/? 00+4 700"/? 0046/ 700025 0046/ 700025 7000+ "/+? 7000/5 "/+? 7000/5 0046 70006 0046 70006 "/2 7000/?
//" //" //" //" //" //" //" //" //" +05 +05 +05 +05 +05 +05 +05 +05 +05 +05 +05
D"77//" D"77//" D"77//" D"77//" D"77//" D"77//" D"77//" D"77//" D"77//" i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05 i/77+05
CO$B4D CO$B?D CO$B?D CO$BD CO$BD CO$B6D CO$B6D CO$B5D CO$B5D CO$B" CO$B+D CO$B+D CO$B/D CO$B/D CO$B2D CO$B2D CO$B4D CO$B4D CO$B?D CO$B?D
Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination
$in $aG $in $aG $in $aG $in $aG $in
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+05 +05 +05 +05 +05 +05 //" //" //" //" //" //" //" //" //" //" //" //" //" //" //" //" //"
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CO$BD CO$BD CO$B6D CO$B6D CO$B5D CO$B5D CO$B" CO$B+D CO$B+D CO$B/D CO$B/D CO$B2D CO$B2D CO$B4D CO$B4D CO$B?D CO$B?D CO$BD CO$BD CO$B6D CO$B6D CO$B5D CO$B5D
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Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination Co#bination
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Pro1cto LocaliEación
JARDIN INFANTIL SAN CRISTOBAL Localidad San Cristobal
Contin
An
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La cubirta star< co#pusta por tas tr#oacusticas C2n=3R26@ o d spci&icacion ui>alnt u tin un pso unitario d ?64 ,g&-#. 1 u pud cubrir asta "+ #ts d longitud d acurdo con la spci&icacion dl &abricant ;sta cubirta star< apo1ada sobr >igutas rctangulars@ d di#nsion "40 K 40 ## las cuals a su >E starigas d concrto La longitud #aGi#a d stas >igutas sr< d 24/ #tros@ 1 l anco a&rnt o distancia ntr >igutas sr< d #aGi#o "24 #ts
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Pro1cto LocaliEación
JARDIN INFANTIL SAN CRISTOBAL Localidad San Cristobal
Contin
An
La cubirta star< co#pusta por tas tr#oacusticas C2n=3R26@ o d spci&icacion ui>alnt u tin un pso unitario d ?64 ,g&-#. 1 u pud cubrir asta "+ #ts d longitud d acurdo con la spci&icacion dl &abricant ;sta cubirta star< apo1ada sobr >igutas rctangulars@ d di#nsion "40 K 40 ## las cuals a su >E starigas d concrto La longitud #aGi#a d stas >igutas sr< d 24/ #tros@ 1 l anco a&rnt o distancia ntr >igutas sr< d #aGi#o "24 #ts
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Pro1cto LocaliEación Contin
JARDIN INFANTIL SAN CRISTOBAL Localidad San Cristobal
Analnts
A continuación s stablcn los para#tros para l calculo d anclas a tnsión@ cortant 1 co#binado Pro&undidad FurEa d Distancia al Distancia al Distancia ntr d ancla Fluncia d Bord para Bord para Anclas para "+4F1 la barra Tnsión Cortant Tnsión Cortant &r# * " &r> * " &a * " ## ,gs c ## c ## s ## Barras N3 / "420 "0"4 "+ "+ "+ 11 Barras N3 2
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Pro1cto LocaliEación Contin
JARDIN INFANTIL SAN CRISTOBAL Localidad San Cristobal
Analnts
A continuación s stablcn los para#tros para l calculo d anclas a tnsión@ cortant 1 co#binado Pro&undidad FurEa d Distancia al Distancia al Distancia ntr d ancla Fluncia d Bord para Bord para Anclas para "+4F1 la barra Tnsión Cortant Tnsión Cortant &r# * " &r> * " &a * " ## ,gs c ## c ## s ## Barras N3 / "420 "0"4 "+ "+ "+ 11 Barras N3 2
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Pro1cto JARDIN INFANTIL SAN CRISTOBAL Localidad Localidad San Cristobal Contin Analisis l#ntos no structurals
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R;CO$;NSACION;S
S dbritar la dgradación dl piso d la ci#ntación@ prsr>ando su capacidad #canica Todo #uro o antpco dbr< sr con&inado por >igutas@ colu#ntas o a#bas n sus bords@ igual#nt s dbrntanas 1 arcos dbros dintls@ 1 los l#ntos orna#ntals asgurados a la structura La con&or#ación d la ci#ntación Gistnt@ s dduc d Gploracions locals@ por lo u n l caso d prsntars di&rncias o no aparcr l#ntos@ los di7 s9os dbran sr r>isados@ 1 ad#isar l stado d los l7 #ntos n cada caso@ con l &in d >aluar su capacidad d sguir &uncionando d #anra satis&actoria Para intgrar los l#ntos Gistnts con los l#ntos nu>os@ stos dbn sr i#pri#ados con siadur7/+@ o con un producto ui>alnt@ 1 la ar#adura d las colu#nas db pasar a tra>s d la ar#adura d las >igas por la part intrior@ 1 n ningun caso la ar#adura d las colu#nas dbr< sr cortada o traslapada ;n l caso d los l#ntos Gistnts@ n stos s dbr< rtirar concrto asta dscubrir la ar#adura asta dar una distancia d +4 c#s n la part intrior@ 1 dspus d con&igurada la ar#adura n l nudo@ s dbr< rstituir con concrto &rsco@ i#pri#ando pr>ia#nt con siadur /+ co#o 1a s rco#ndo
