II.- Memoria de Cálculo de Analisis de Trafico y Estructura

CONSTRUCCION

DE UN

ASCENSOR

DANIEL ABARCA MORA ING. MECÁNICO CIP. 167452

PANORAMICO Y DUCT O DE ESTRUCTURA

DOCUMEN TO ESPECIALID AD

EXPEDIENTE TÉCNICO ESTRUCTURAS

METALICA DE LA FILIAL

VOLUMEN

DE PUERTO

II

MALDONADO-UAC

REVISI ÓN

0

MEMORIA DE CÁLCULO

PROYECTO:

“CONSTRUCCION DE UN ASCENSOR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL PUERTO MALDONADO-UAC”

CUSCO, JUNIO DEL 2016

INDICE MEMORIA DE CALCULO

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1.

ALCANCES DE ESTUDIO.

2.

ANALISIS DE TRÁFICO.

2.1

GENERALIDADES.

2.2

ANALIS ANALISIS IS DE DE TRÁFIC TRÁFICO O “CON “CONSTR STRUC UCCI CION ON DE UN ASCEN ASCENSOR SOR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL DE PUERTO MALDONADO-UAC”.

2.2.1 2. 2.2.2 2.2.3 2.2.4 .2.4 2.2.5 .2.5 2.2.6 2.3

CALCULO DE PARAMETROS. POBLACION. TIEMPO TOTAL DE VIAJE. NUMERO ERO DE PARAD ARADA AS PROB PROBAB ABLLES. ES. CAP CAPACID CIDAD DE TR TRA ANSPOR SPORTE TE.. INTERV ERVALO DE TRÁFICO. ANALIS ANALISIS IS DE TRÁFIC TRÁFICO O DEL “CONST “CONSTRU RUCC CCIO ION N DE DE UN ASCEN ASCENSOR SOR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL DE PUERTO MALDONADO-UAC”.

2.3. 2.3.1 1 CALC CALCUL ULO O DE LA POBL POBLA ACION CION DEL DEL EDIF EDIFIC ICIO IO.. 2.3. 2.3.2 2 CALC CALCUL ULO O DEL DEL NME NMERO RO DE PARAD ARADAS AS PROB PROBAB ABLE LES. S. 2.3. 2.3.3 3 CALC CALCUL ULO O DEL DEL TIEM TIEMPO PO TO TOT TAL DE VIAJ VIAJE. E. 2.3.3.1 TIEMPO DE IDA ! VUELTA. 2.3.3.2 TIEMPO TOTAL DE ACELERACIÓN ! DESACELERACION. 2.3.3.3 TIEMPO TOT OTA AL DE APERTURA ! CIERRE DE PUERTAS. 2.3.3.4 TIEMPO TOTAL DE ENTRADA ! SALIDA DE PASAJEROS. 2.3. 2.3.4 4 CALC CALCUL ULO O DE LA CAP CAPACID ACIDAD AD DE TR TRAN ANSP SPOR ORTE TE POR POR CADA CADA 5 MINUTOS. 2.3. 2.3.5 5 CALC CALCUL ULO O DE DE LA CAP CAPACIDA CIDAD D DE TR TRÁF ÁFIC ICO O. 2.3.6 INTERV ERVALO DE TRÁFICO. 2.3. 2.3." " INTE INTER RVALO ALO DE TR TRAF AFIC ICO O MAXIM AXIMO O.

1.

ALCANCES DE DE ES ESTUDIO E# $%&$ '()*&+,- %$ $%(//-,,( $, (#,%% $ &/'- )(/( ,( +#$/%( (##( $, '+%'- ,(, )+$/&- M(,-#(-. $, '+(, $% +# )(/$&/- +$

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)$/&/ )$/&/ %$,$''-#(/ +#( %$/$ $ '(/('&$/*%&'(% '-- -$,- &(78# #-% #-% )$/ )$/&$ &$ %$,$ %$,$'' ''-#( #(// $, #9$ #9$//- $ (%'$ (%'$#% #%-/ -/$% $% $# $, )/-: )/-:$' $'&&$&$/#(- (%* '-- ,( '()('( $ ,-% %-% )+$%&- +$ $%&( %$ $#'+$# $#'+$#&/( &/( /$'& /$'&( ($#& $#&$ $ /$,(' /$,('-# -#(( (( '-# '-# ,( )-7,(' )-7,(';# ;# +$ +&, +&,<( <( $, $+)$+)- $ &/(#%)-/& &/(#%)-/&$ $ $/&'(, $/&'(, : ( %+ $< #=+:$ #=+:$ $# %+- >/(>/(- '-# $, -7?$&- $ (#&$#$/ ,(% '-#'-#$% -/>#(,$% $ @+#'-#($#&- $, $,$(-/. 3.

ANALISIS DE DE TR TRÁFICO 2.1

GENERALIDADES E, (#,%% $ &/'- $% +# %%&$( $ ','+,- +$ )$/&$ ( ,-% )/-:$'&-% $ '-#%&/+'';# '-#-'$/ ,-% )(/$&/-% )(/$&/-% +$ #&$/$#$# $# ,( )/-:$'';# $, %%&$( $/&'(, $ ,( $'(';# %)-#$/ $ @$/$#&$% (,&$/#(&(% +$ >(/(#&'$# ,( 7+$#( '(,( $ ,-% $+)-% : ,( $?$'+';# $#&/- $ ,-% )(/$&/-% /$'-$#(-% )-/ ,(% #-/(% /$'-$#((% $# $%&( (&$/( : $ $#'-#&/(/ %-,+'-#$% ('&+(,$% : ';#%-#( '-# ,(% )(/&'+,(/($% )/-)(% )/-)(% $, $'-. C(7$ $%&('(/ +$ ,-% ','+,-% /$(,<(-% $# $%&$ '()*&+,- $%&# 7(%(-% $# -$,-% (&$&'-% $# ,-% '+(,$% %$ &-(# &--% ,-% )(/$&/-% +$ #&$/$#$# $# ,( $%)$''(';# $, (%'$#%-/ ,-% '+(,$% %$ $#'+$#&/(# $# ,( N-/( $ ,( A%-'(';# B/(%,$( $ N-/(% T8'#'(% NBR ,( '+(, &-(-% '-- -$,- 7(%$ )(/( #+$%&/- (#,%%. E, %>+$#&$ (#,%% $ &/'- '-#&$),(  D(&-% $ ,( $'(';# %+#%&/(-% %+#%&/(-% )-/ $, ',$#&$.  D$#';# $ ,(% (/(7,$% +$ #&$/$#$# $# ,-% ','+,-% $ &/'-.  V(/(7,$% +&,<((% $# $, (#,%%.  R$'-$#('-#$% $ #-/(% #&$/#('-#(,$%.

2.2 2.2

ANAL ANALIS ISIS IS DE TRÁF TRÁFIC ICO O “CON “CONST STRU RUCC CCIO ION N DE UN ASCE ASCENS NSOR OR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL DE PUERTO MALDONADO-UAC”. E# +#( $'(';# $, %%&$( $ &/(#%)-/&$ $/&'(, )+$$ - #%(&%@('$/ ,( $(#( $# +# -$#&- (- $ -- +$ $, =+?$ &/'- (#(,<( ( # $ $&$/#(/ $, )$/-- '/*&'- : $# +$ )(/&$ $, *( %$ $#'+$#&/( ,( (:-/ $(#( $ +%+(/-% $ $%&( (#$ ( #$/( /( $% $%& &( (// )/ )/$/ $/( ($# $#&$ &$ ,( '( '(, ,( (  $ %$/ %$/' '- +$ +$ $, %%&$( $%& $# '()('( $ )/$%&(/ : $# %$>+#- &8/#- ,( '(#&( $ %$/'- +$ $%&( )+$$ '+7//.

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A '-#&#+(';# %$ )/$%$#&( $, )/-'$$#&- $, ','+,- $ &/'- $# '+(,+$/ &)- $ $'(';#.

2.2.1 2.2.1 CALCUL CALCULO O DE PARAMETROS ARAMETROS 2.2.2 2.2.2 POLAC POLACION ION E, @('&-/ 7%'- $# +# $%&+- $ &/'- $/&'(, $% %# +( ,( )-7,(';# $, $'- +$ +%(/( $, %%&$( $ &/(#%)-/&$. L( @-/( $ $/ $%&$ )(/$&/- $% ( &/(8% $, #9$/- $%&($ )$/%-#(% +$ #$'$%&(# $, +%- $, &/(#%)-/&$ $/&'(, $, &)- $ $'(';# ( '-#%&/+/%$ $, /$( #$&( $# '(( #$, $, $'- $, /$( 9&, $, $'- )+$%&-% $ $%&('-#($#&- $#&/$ -&/-%. -&/-%. E%&( #@#@-//( (' ';# ;# $7$ $7$ %$ %$// %+ %+# #%& %&/( /(( ( )-/ )-/ $, )/-) )/-)$ $&( &(/ /- - $, (/+&$'&- $ ,( -7/( (, -$#&- $ %-,'&(/ $, (#,%% $ &/'-. L( ('&( ( ,( +$ %$ $%&#( $, $'- $% ,( 7(%$ )(/( #'(/ $, )/-'$%- $ ','+,- $ ,( )-7,(';#.

L( NBR NBR /$' $'- -$ $# #( ( +$ +$ $# '+(, '+(,+ +$ $// $ $'( '(' ';# ;# %$ )+$ )+$$ $ $%'-#&(/ $, 50 $ ,( )-7,(';# +$ %$ $#'+$#&/$ +# )%- (//7( : +# )%- $7(?$7(?- $ ,( ),(#&( $ (''$%(''$%- )/#')(, )/#')(, ),(#&( ),(#&( 7(%$ 7(%$ %$)/$ : '+(#- $%&8# %&+(-% ( +#( %&(#'( #- (:-/ ( 5 . A' A'-#( #(, ,$# $#&$ &$ %$ )+$ )+$$ $ ('$ ('$// +# $%' $%'+$ +$#& #&- $, $, 30 30 $ ,( )-7, )-7,(' ('; ;# # ( ,-% ,-% )%)%-%% %+)$ %+)$/ /-/ -/$% $% ( ,-% ,-% (#&$ (#&$/ /-/ -/$% $% +$ +$ $% $%&8 &8# # '-#&$#-% $#&/- $ +#( %&(#'( #- (:-/ $ ,-% 12 . MEMORIA DE CALCULO

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L( '()('( $ &/(#%)-/&$ %$ $G)/$%( '-- $, )-/'$#&(?$ $ ,( )-7,(';# $, $'- +$ /$+$/$ $, %$/'- $, $,$(-/ : +$ )+$$# %$/ $('+((% - &/(#%)-/&((% )-/ $, %%&$( $ &/(#%)-/&$ $/&'(, $# +# )$/-- &*)'- $ 5 #+&-% : $)$#$ $ ,( '(&$>-/*( $, $'- (%*

2.2.3 TIEMPO TOTAL DE !IAJE E% $#- '-- $, &$)- #$'$%(/- )(/( $@$'&+(/ +# '/'+&- '-),$&- $#&-#'$% $# &8/#-% )/'&'-% /$)/$%$#&( ,( %+( $ $ &--% ,-% &$)-% $),$(-% )-/ ,( '(7#( $%$ +$ %(,$ $ +#( ),(#&( $# /$'';# (%'$#$#&$ : /$>/$%( $ #+$- ( $,,(. E, &$)- &-&(, $ (?$ $% -&/- )(/$&/- $# $, (#,%% )(/( ,+$ %$ (),'( ,( %>+$#&$ $'+(';#

=T + T + 1.1∗( T + T )

T

1

2

3

D-#$ T T1 T2

T3

T4

MEMORIA DE CALCULO

4

T$)- &-&(, $ (?$ $, (%'$#%-/ T$)- $ ( : +$,&( $#&/$ ,-% )%-% $G&/$-% T$)- &-&(, $ ('$,$/(';# : $%('$,$/(';# /$%+,&(- $ +,&),'(/ $, #9$/- $ )(/((% )/-7(7,$% )-/ ,-% &$)-% $%'/&-% $# ,( &(7,( 1.3.3 : - )(/( 2 T$)- &-&(, $ ()$/&+/( : '$//$ $ )+$/&(% /$%+,&(- $ +,&),'(/ $, #9$/- $ )(/((% )/-7(7,$% )-/ $, &$)- $ ()$/&+/( : '$//(- $ )+$/&(% $# +#( )(/(( &(7,( 1.3.4 T$)- &-&(, $ $#&/(( : %(,( $ )(%(?$/-% /$%+,&(- $ +,&),'(/ $, #9$/- $ )(%(?$/-% )-/ $, &$)- (- $# ,( &(7,( 1.3.5

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2.2." NUMERO DE PARADAS PROALES. E% $, #9$/- )/-7(7,$ $ $'$% +$ +# (%'$#%-/ %$ $&$#/ +/(#&$ %+ (?$ (%'$#$#&$ - $%'$#$#&$ %$>9# %$( $, '(%- $, )'- $# ,-% )%-% +7'(-% )-/ $#'( $ ,( ),(#&( )/#')(, $# +# (?$ '-),$&-. E, #9$/- $ )(/((% )/-7(7,$% %$ '(,'+,( '-# ,( &(7,( 1.3.6 : ,( %>+$#&$ $'+(';#

( )

−2 N = P −( P−1 ) P−1 P

C

D-#$ N P C

N9$/- $ )(/((% )/-7(7,$% N9$/- $ )(/((% $, $,$(-/ C()('( $ ,( '(7#(

2.2.# CAPACIDAD DE TRANSPORTE. E%& /$,('-#(- '-# $, #9$/- $ )$/%-#(% +$ $, %%&$( $ &/(#%)-/&$ $/&'(, )+$$ &/(#%)-/&(/ +/(#&$ $, )$/-- '/*&'$ 5 # $# ,( $(#( $ &/'-. P(/( )/-'$$/ '-# ,-% ','+,-% %$ $7$ -7&$#$/ ,( '()('( $ &/(#%)-/&$ $, $,$(-/ $# '#'- #+&-% $(#&$. MEMORIA DE CALCULO

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ESTRUCTURAS


C t

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∗

L 300 T

D-#$ C& C()('( $ &/(#%)-/&$ )(%(?$/-% L C()('( $ ,( '(7#( T T$)- $, (?$ % L( $'+(';# %>+$#&$ )$/&$ -7&$#$/ ,( '()('( $ &/'-

C T =C t 1 + C t 2 + … + C tn

D-#$ C T C&1 C&2 C&3

C()('( $ &/('C()('( $ &/(#%)-/&$ $, (%'$#%-/ 1 C()('( $ &/(#%)-/&$ $, (%'$#%-/ 2 C()('( $ &/(#%)-/&$ $, (%'$#%-/ 3

2.2.6 INTER!ALO DE TRÁFICO. E% $, $%)('- $ &$)- $G%&$#&$ $#&/$ ,(% '(7#(% $ +# >/+)- $ (%'$#%-/$% +$ )(/&$# $%$ ,( ),(#&( )/#')(, : /$(,<(# +# (?$ '-),$&- +/(#&$ $, )'- $ &/'-. C-#$#'-#(,$#&$ %$ '-#%$/( $, )'- $ &/'- $# %+7( )(/( $'-% $ -'#( $# %+7( : 7(?(( )(/( -&$,$% : -%)&(,$% : )%- $# 7(?(( )(/( $'-% /$%$#'(,$%. E%&$ ,()%- $ &$)$ ,( '(,( $ %$/'- +$ $, %%&$( $ &/(#%)-/&$ $/&'(, $%& $# '()('( $ (#&$#$/. E, #&$/(,- $ &/'- %$ -7&$#$ $(#&$ ,( %>+$#&$ $'+(';# I =

T ne

D-#$ I I#&$/(,- $ &/(' T T$)- &-&(, $, (?$ $# %$>+#-% #$ N+$/- $ $,$(-/$% $, >/+)E# $, %>+$#&$ '+(/- %$ +$%&/(# ,-% )(/$&/-% $%&(7,$'-% +$ $&$/#(# $, #&$/(,- $ &/'-.

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E, &$)- $ $%)$/( $ ,-% )(%(?$/-% $# ,-% $%&*7+,-% $ ,-% (%'$#%-/$% #- $7$ $G'$$/ ,-% %>+$#&$% #&$/(,-%

L( $?$'+';# $, (#,%% $, &/'- )(/( $, $'- $# $, '+(, %$ $#'+$#&/( $, (%'$#%-/ : +$ $% -&- $ $%&+- $# ,( )/$%$#&$ $-/( $ ','+,- %$ $@$'&+(/( ( '-#&#+(';#. S$ $7$ $#'-#(/ +$ ,-% (,-/$% -7&$#-% %$/# ,-% +$ $&$/#$# $, @+#'-#($#&- $, $,$(-/ $# $, $?-/ $ ,-% '(%-% : $)$#$#- $ ,( -)&<(';# $ ,(% @+#'-#$% $, '-#&/-,. 2.3

ANALISIS DE TRÁFICO DEL “CONSTRUCCION DE UN ASCENSOR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL DE PUERTO MALDONADO-UAC”. 2.3.1 CALCULO DE LA POLACION DEL EDIFICIO. P/$/($#&$ )(/( /$(,<(/ $%&$ ','+,- %$/ /$(,<(( $# 7(%$ ( ,( N-/( $ ,( A%-'(';# B/(%,$( $ N-/(% T8'#'(% NBR '-# ,(% '-#'-#$% $%'/&(% (#&$/-/$#&$ '-- $, &)- $ %$/'- +$ -@/$'$/ $, $'- : &(78# %$ +&,<(/( )(/( ''(,'+,- ,-% @('&-/$% -%&/(-% $# ,( T(7,( 1.3.1 ,-% '+(,$% #'(#

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$, #9$/- $ )$/%-#(% )-/ +#( $ /$( $, ','+,- $ ,( )-7,(';# $, 7,-+$ %$ /$(,<; $# +#( -?( $ ','+,-.

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P-/ &(#&- '(,'+,(-% ,( )-7,(';# $, $'- +$ /$+$/$ $, %$/'$, $,$(-/ : +$ )+$$# %$/ $('+((% - &/(#%)-/&((% )-/ $, %%&$( $ &/(#%)-/&$ $/&'(, $# +# )$/-- &*)'- $ 5 # $, '+(, $)$#$ $ ,( '(&$>-/*( $, $'- +&,<(-% ,( T(7,( 1.3.2 /$%+,&(#- +$ )(/( +#$/%($% %$ $7$ '-#%$/(/ +# 20 $ ,( )-7,(';# &-&(, $#&-#'$%  MIN. TRANSP. EN 5 # H'(( (%'$#%-/  11 )$/%-#(% S$ $7$ &$#$/ $# '+$#&( +$ $, #9$/- $ )(/((% $ ,( $'(';# $% $ 5

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2.3.2 CALCULO DEL N$MERO DE PARADAS PROALES. E, #9$/- $ )(/((% )/-7(7,$% %$ '(,'+,( ( )(/&/ $ ,( %>+$#&$ @-/+,( N = P −( P −1)

( ) P−2 P−1

C

D-#$ N N9$/- $ )(/((% )/-7(7,$% P N9$/- $ )(/((% 5 )(/((% C C()('( $ ,( '(7#( 10 )(%(?$/-% E#&-#'$% )(/( #+$%&/- '(%- $),$(#- ,( @-/+,( (#&$/-/ $&$/#(-% $, #9$/- $ )(/((% )/-7(7,$% N  4."" 2.3.3 CALCULO DEL TIEMPO TOTAL DE !IAJE E, &$)- &-&(, $ (?$ &(78# $% -&/- )(/$&/- +: )-/&(#&$ +$ (:+(/( $# #+$%&/- (#,%% )(/( ,- +$ %$ (),'( ,( %>+$#&$ $'+(';#. T T1KT2K1.1T3KT4 D-#$ T1 &$)- $ ( : +$,&( T2 &$)- &-&(, $ ('$,$/(';# : $%('$,$/(';# /$%+,&(- $ +,&),'(/ $, #9$/- $ )(/((% )/-7(7,$% )-/ ,-% &$)-% $%'/&-% $# ,( T(7,( 1.3.3 : - )(/( 2 T3 &$)- &-&(, $ ()$/&+/( : '$//$ $ )+$/&(% /$%+,&(- $ +,&),'(/ $, #9$/- $ )(/((% )/-7(7,$% )-/ $, &$)- $ ()$/&+/( : '$//(- $ )+$/&(% $# +#( )(/(( T(7,( 1.3.4 T4 &$)- &-&(, $ $#&/(( : %(,( $ )(%(?$/-% /$%+,&(- $ +,&),'(/ $, #9$/- $ )(%(?$/-% )-/ $, &$)- (- $# ,( T(7,(1.3.5 2.3.3.1

TIEMPO DE IDA Y !UELTA.

E% $, '-'$#&$ $#&/$ ,( (,&+/( $ (?$ : ,( $,-'( )/-$- $, (%'$#%-/ +,&),'(( )-/ 2 ( : +$,&( T 1=

(

alturade viaje velocidad

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V$,-'(  1 H% E#&-#'$% T1 2 %$>. 2.3.3.2

T 2=

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TIEMPO TOTAL DE ACELERACI%N Y DESACELERACION. P(/( -7&$#$/ $%&$ (,-/ %$/ #$'$%(/- +&,<(/ ,( T(7,( 1.3.3 : $&$/#(/ +# @('&-/ %$>9# ,( $,-'( $, (%'$#%-/ $#&-#'$% )(/( +#( $,-'( $ 1 H% %$ -7&$#$ +# @('&-/ $ 2."5 )-/ &(#&-.

2

D-#$ N N9$/- $ )(/((% )/-7(7,$% E#&-#'$% $&$/#(-% $, &$)- &-&(, ('$,$/(';# : $%('$,$/(';# T2 6.55 %$>.

$

2.3.3.3

TIEMPO TOTAL DE APERTURA Y CIERRE DE PUERTAS. P(/( -7&$#$/ $%&$ (,-/ %$/ #$'$%(/- +&,<(/ ,( T(7,( 1.3.3 : $&$/#(/ +# @('&-/ %$>9# $, &)- $ ()$/&+/( $, (%'$#%-/ $#&-#'$% )(/( +# (%'$#%-/ $ ()$/&+/( '$#&/(, AC %$ -7&$#$ +# @('&-/ $ 3. )-/ &(#&- T3  5.5N

D-#$ N N9$/- $ )(/((% )/-7(7,$% E#&-#'$% $&$/#(-% $, &$)- &-&(, $ ()$/&+/( : '$//$ $ )+$/&(% T3  26.235 %$>. 2.3.3."

TIEMPO TOTAL DE ENTRADA Y SALIDA DE PASAJEROS.

P(/( -7&$#$/ $%&$ (,-/ %$/ #$'$%(/- +&,<(/ ,( T(7,( 1.3.3 : $&$/#(/ +# @('&-/ %$>9# ,( ,-#>&+ $ ()$/&+/( $, (%'$#%-/ $#&-#'$% )(/( +# (%'$#%-/ '-# +#( ,-#>&+ $ ()$/&+/( $ ()$/&+/( $ )+$/&( $#-/ ( 1.1 %$ -7&$#$ +# @('&-/ $ 2.4 )-/ &(#&- T4  2.4C D-#$ MEMORIA DE CALCULO

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C C()('( $ '(7#( 10 )(%(?$/-% E#&-#'$% $&$/#(-% $, &$)- &-&(, $ ()$/&+/( : '$//$ $ )+$/&(%

T4  24 %$>. A-/( '(,'+,(-% $, TIEMPO TOTAL DE VIAJE $, (%'$#%-/ /$%+,&(# T .2 %$>. 2.3." CALCULO DE LA CAPACIDAD DE TRANSPORTE POR CADA # MINUTOS. P(/( /$(,<(/ $%&$ ','+,- %$ +&,<(/( ,( %>+$#&$ @-/+,( Ct =

L∗300 T

D-#$ C& C()('( $ &/(#%)-/&$ )(%(?$/-% L C()('( $ ,( '(7#( 10 )(%(?$/-% T T$)- &-&(, $, (?$ %$> E#&-#'$% '-# $%&-% (,-/$% '(,'+,(-% ,( '()('( $ )(%(?$/-% C&  33.4 )(%(?$/-% ()/-G. 34 )(%(?$/-% E%&$ (,-/ #'( +$ $, (%'$#%-/ )+$$ &/(#%)-/&(/ ()/-G(($#&$ 34 )(%(?$/-% '(( 5 # +$ $% 5.6 $, &-&(, $ ,( )-7,(';# $, '+(, $% #@$/-/ (, #9$/- $G>- )-/ ,( #-/( 20. P(/( (,'(#<(/ $, 20 $ ,( )-7,(';# $# &/(#%)-/&$ $% #$'$%(/+$ %$ #%&(,$# 4 (%'$#%-/$% $ 10 )$/%-#(% 2.3.# CALCULO DE LA CAPACIDAD DE TRÁFICO. U&,<(/$-% ,( %>+$#&$ @-/+,( CTC&1KC&2KKC&# D-#$ CT C()('( $ &/('C&1 C()('( $ &/(#%)-/&$ $ (%'$#%-/ 1 C&2 C()('( $ &/(#%)-/&$ $, (%'$#%-/ 2 C&3 C()('( $ &/(#%)-/&$ $, (%'$#%-/ # P-/ &(#&- '-- $%&$ 7,-+$ &$#$ +# (%'$#%-/ ,( '()('( $ &/'- %$/ CT  33.41 CT 33.4 34 )$/%-#(% MEMORIA DE CALCULO

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2.3.6 INTER!ALO DE TRÁFICO. S$ '(,'+,( '-# ,( %>+$#&$ @-/+,( I =

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MEMORIA DE CÁLCULO ESTRUCTURAL DE LA CAJA DE ASCENSOR ORA:

ADECUACION DE UN ASCENSOR PARA EL PAELLON DE LA FILIAL DE PUERTO MALDONADO DE LA UNI!ERSIDAD ANDINA DEL CUSCO.

FEC(A:

JUNIO DEL 2016.

1.0 INTRODUCCI%N

L( U#$/%( A##( $, C+%'- $% +#( +#$/%( )/(( +$ )(/&$ $+'(';# %+)$/-/ $, '+(, $% (/&'+,(- -/>(#<(- $'$#&$ : >$#$/(-/ $ '-#-'$#&- &$'#-,->*( : )/-@$%-#(,$% $, % (,&- #$, )(/( (&$#$/ ( ,(% %&#&(% $(#(% %-'(,$%. E# &(, %$#&- %$ ('$ #$'$%(/( ,( ),$$#&(';# $ #%&(,('-#$% $%)$'(,$% $# $, E'- )(7$,,;# $ ,( FILIAL DE PUERTO MALDONADO $ ,( U#$/%( A##( $, C+%'- : )-/ $#$ ,( E,(7-/(';# $ +# EXPEDIENTE TÉCNICO $# $, '+(, %$ $&(,,$# ,(% '(/('&$/*%&'(% '-#%&/+'&(% )(/( ,( ),$$#&(';# $ '(% #%&(,('-#$%. P-/ &(, -&- %$ ( E,(7-/(- $, )/$%$#&$ EG)$$#&$ T8'#'- $#-#(PROYECTO DE UN ASCESOR PANORAMICO Y DUCTO DE ESTRUCTURA METALICA DE LA FILIAL DE PUERTO MALDONADO DE LA UNI!ERSIDAD ANDINA DEL CUSCO +$ '-#%%&$ $# ,( $,(7-/(';# $ ,(% E%)$''('-#$% T8'#'(% Q$#$/(,$% P,(#-% $ %&/7+';# $+)($#&- : P/$%+)+$%&-% #$'$%(/(% )(/( $, %+#%&/- $ #%&(,(';# $ ,-% %-%.

2.0 CONCEPCI%N ESTRUCTURAL DE LA CAJA DEL ASCENSOR P(/( $, %+#%&/- $, (%'$#%-/ %$ ( '-#%$/(- #%&(,(/ +# (%'$#%-/ $,8'&/'- %# '+(/&- $ +#( $# ,( )(/&$ %+)$/-/ $, +'&- $ &(, (#$/( +$ %$ &$#>( +# ($'+(- (#&$#$#&- $ ,( +#(. MEMORIA DE CALCULO

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E# $%$ $#&$#$/ &-( ,( '(/>( $, )$%- $ ,( '(7#( $, (%'$#%-/ : $, '-#&/()$%- %-# %-)-/&(-% )-/ +#( ,-<( +$ %$ +7'( $# ,( )(/&$ %+)$/-/ $, +'&- '(/>( +$ $% &/(#%&( ('( ,( '$#&(';# $(#&$ ,(% )(/$$% $, +'&- $, (%'$#%-/. E, )(7$,,;# $ ,( ,(, $ )+$/&- M(,-#(-UAC #- (# %- '-#'$7-% $# %+ %$- )(/( &$#$/ +# (%'$#%-/ )-/ ,- '+(, #- %$ ( )/-:$'&(- +# +'&- $ (%'$#%-/. E# $%$ %$#&- : )-/ ,( $%7$,&$< $ ,-% +'&-% $, (%'$#%-/ %$ )/-)-#$ /$(,<(/ +# +'&- $ (%'$#%-/ $# $%&/+'&+/( $&,'( : (%* @(',&(/ $, )/-'$%- '-#%&/+'&E%&( $%&/+'&+/( $&,'( %$/ '+7$/&( $# %+ &-&(,( '-# )(/$$% $ /- $# ,-% ,(-% ,(&$/(,$% : PAC $# ,( )(/&$ @/-#&(, - (''$%- $, (%'$#%-/. E# $%$ %$#&- ,( $%&/+'&+/( $&,'( $7$/ %$/ '()(< $ %-)-/&(/ $%&(% '(/>(% ('-#(,$% $ /- : PAC '+(/&- $ +#(% : $% '(/>(%

3.0 DE LAS CARGAS APLICADAS C)*+) M*/) P P*: C-#@-/((% )-/ $, )$%- $ ,( $%&/+'&+/( : )$%- $, /'-7$/&+/( $ ,( '(?( $, (%'$#%-/ L-% $,$$#&-% $%&/+'&+/(,$% $ ('$/- &$#$# +# )$%- $%)$'*'- $ "50 >@H' : )(/( $, )$%- $%)$'*'- $, /- %$ ( '-#%$/(- +# )$%- $%)$'*'- $ 2500 >@H. C)*+) !) N: L( $%&/+'&+/( $ ,( '(?( $, (%'$#%-/ %$ $#'+$#&/( $G)+$%&( : %$/ #$'$%(/- '-#%$/(/ $%&( '(/>(. !4/: ,( $%&/+'&+/( $ ,( '(?( $, (%'$#%-/ %$ $#'+$#&/( $G)+$%&( )-/ ,- +$ %$/ #$'$%(/- '-#%$/(/ $%&( '(/>( $ ('+$/- (, /$>,($#&- #('-#(, $ $'('-#$%. S5: %$/ #$'$%(/- '-#%$/(/ $%&( '(/>( $ ('+$/- (, /$>,($#&- #('-#(, $ $'('-#$%. C)4) 78 )94*: U#( $ ,(% )(/&$% ;,$% % )-/&(#&$% $, (%'$#%-/ $#$ ( %$/ ,( '(7#( ,( '+(, &$#$ +# )$%- ()/-G(- $ 100>@ )(/( +# (%'$#%-/ $  )$/%-#(%. C4/*) 78 )94*: E, )%&;# $ (%'$#%-/ $% -&/( $ ,(% )(/&$% ;,$% $, (%'$#%-/ ,( '+(, &$#$ +# )$%()/-G(- $ 00>@ )(/( +# (%'$#%-/ $  )$/%-#(%. MEMORIA DE CALCULO

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C)*+) 7 M4/) C)*+) 7 4/)8)9;4: $# ,( )(/&$ %+)$/-/ $ ,( $%&/+'&+/( $&,'( %$/ #$'$%(/- #%&(,(/ +# >(#'- $ I<(?$ $, '+(, $7$/ %-)-/&(/ )-/ %$>+/( +#( '(/>( $ 1500> %-,$# $, -$#&- $, -#&(?$ $, (%'$#%-/. ".0 ANÁLISIS ESTRUCTURAL. E, (#,%% $%&/+'&+/(, $ ,( '(?( $, (%'$#%-/ '-#%%&$ $# $&$/#(/ ,-% $%@+$/<-% $7- ( ,(% '(/>(% +$ %-)-/&(/( +/(#&$ %+ ( 9&,. P(/( $,,- %$ '(,'+,(# ,(% $/%(% '-#'-#$% $ '(/>( %-7/$ ,-% @$/$#&$% $,$$#&-% $%&/+'&+/(,$% &(,$% '-- C-,+#(% >(% : (//-%&/($#&-% ,(% '+(,$% %$ $/'(/(# %+ /$%%&$#'( ( ,-% @$/$#&$% $%@+$/<-% +$ >$#$/(# ,-% @$/$#&$% &)-% '(/>(%. L(% N-/(% (),'((% )(/( $, %$- %-# ,(% %>+$#&$% N-/( &8'#'( E0.20 C(/>(%. N-/( &8'#'( E0.30 S%-/$%%&$#&$. N-/( &8'#'( E0.50 S+$,-% N-/( &8'#'( E0.60 C-#'/$&- A/(-. T-(% ,(% N-/(% T8'#'(% (#&$/-/$% $%&# '-#&$),((% $#&/- $, R$>,($#&- N('-#(, $ E'('-#$% RNE. P(/( +#( $ ,(% '-7#('-#$% $, (#,%% $%&/+'&+/(, %$ ( '-#%$/(- ,( '(/>( $ -#&(?$ % ,( '(/>( $ ( $, (%'$#%-/ : %$ #',+:$ ,( '(/>( +$/&( '-- % ('&+(%$# (, %- &$)- $%&- )(/( (/,$ (:-/ (7,( ( ,( $%&/+'&+/(. P(/( $, ','+,- $ ,-% @$/$#&$% $,$$#&-% $%&/+'&+/(,$% %$ (# $),$(- ,-% %>+$#&$% )/->/((% C!PECAD V$/%;# 2016). #.0

MODELAMIENTO DE LA ESTRUCTURA

E, -$,($#&- $ ,( $%&/+'&+/( %$ <- $ ,( @-/( % /$(, )-%7,$ -7&$#$#- $, %>+$#&$ -$,- : ,-% %>+$#&$% /$%+,&(-% )(/( ,-% -% '(%-% $ );/&'-%. L( E%&/+'&+/( )/-:$'&(- $7$/ (+&- %-)-/&(/%$ )-/ %* %( #- &$#/ '-#&('&- /$'&- '-# ,( $'(';# $G%&$#&$ : )-/ $#$ ,( (%( $ $%&$ $# '(%- $ +# %%- #- (@$'&(/( ( ,( $'(';# $G%&$#&$.

MEMORIA DE CALCULO

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E# $%$ %$#&- %$ ( -$,(- ,( $%&/+'&+/( '-# 4 '-,+#(% $%)('((% ( 2 $&/-% '(( +#( $ &(, (#$/( +$ $G%&$ +#( -->$#$( >$-8&/'( :( +$ ,( $%7$,&$< $ ,( $%&/+'&+/( $% )-/&(#&$. C(( 3.24 $ (,&- %$ )/-:$'&(# >(% +$ +#$# ( ,(% '+(&/- '-,+#(% : )(/( ,(% '(/>(% -/<-#&(,$% %$ (# '-#%$/(- $# '(( #$, '/+'$% $ S(# A#/8% +$ ,$ (# +#( $%&(7,( )-/&(#&$ ( ,( $%&/+'&+/( )/-:$'&((. A '-#&#+(';# %$ #+$%&/( $, -$,- >$-8&/'- )(/( ,( $%&/+'&+/( $&,'( )/-:$'&((

!ISTA ISOMETRICA

!ISTA LATERAL

!ISTA DE PLANTA

MEMORIA DE CALCULO

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F>. N1 M-$,($#&- >$-8&/'- $ ,( $%&/+'&+/(

F>. N2 M-$,($#&- >$-8&/'- $ ,( $%&/+'&+/(

MEMORIA DE CALCULO

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F>. N3 M-$,($#&- >$-8&/'- $ ,( $%&/+'&+/(

6.0

RESULTADOS DEL MODELAMIENTO ESTRUCTURAL EN EL PROGRAMA CYPECAD
1.- ESTRUCTURA 1.1.- R8/)7

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1.1.1. B(//(% 1.1.2. S%-

22 33

2.- CIMENTACI%N

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2.1.- E854/ 7 954/)9;4 )8)7 2.1.1. D$%'/)';#

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2.1.2. M$';# 2.1.3. C-)/-7(';#

MEMORIA DE CALCULO

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Página 21 de 42

1.- ESTRUCTURA 1.1.- R8/)7 1.1.1.- )**) 1.1.1.1.- Resistencia

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Q S;,- >/(&(&-/(% QV Q/(&(&-/(% K $#&QS Q/(&(&-/(% K %%QVS Q/(&(&-/(% K $#&- K %%-

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A)/-$'($#&- $ ,( /$%%&$#'(. L( 7(//( '+),$ '-# ,(% '-#'-#$% $ /$%%&$#'( $ ,( #-/( % %$ '+),$ +$   100 .

B(//( N2HN4" N4"HN4 N6HN4 N4HN N1HN3 N1HN63 N63HN5 N5HN" N3HN"6 N"6HN" N13HN1" N1"HN"0 N"0HN25 N21HN25

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P-%';#  1.000 0.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000

N & 0.135 0.214 0.263 0.10 0.5 0.60 0.60 1.042 1.06 1.06 0.33 2.054 2.054 0.112

C-)/-7(';# $ /$%%&$#'( E%@+$/<-% )8%-% V: V< M& & & & 0.12 0.646 0.001 0.134 0.642 0.001 0.12 0.630 0.001 0.126 0.6" 0.001 0.104 0.060 0.003 0.302 0.010 0.005 0.315 0.010 0.005 0.111 0.61 0.000 0.302 0.012 0.005 0.316 0.012 0.005 0.13 0.02 0.002 0.352 0.004 0.002 0.265 0.004 0.002 0.023 0.5"0 0.000

M: & 0.365 0.364 0.36 0.3"0 0.055 0.003 0.003 0.50 0.001 0.001 0.023 0.000 0.000 0.55

M< & 0.0"6 0.0" 0.0"6 0.0"5 0.104 0.10 0.10 0.111 0.10 0.10 0.13 0.15 0.15 0.023

O/>$# QS QS QS QS Q Q Q Q Q Q Q Q Q QV

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B(//( N13HN64 N64HN21 N14HN1 N1HN"1 N"1HN26 N22HN26 N14HN65 N65HN22 N15HN1 N1HN"2 N"2HN2" N23HN2" N15HN66 N66HN23 N16HN20 N20HN"3 N"3HN2 N24HN2 N16HN6" N6"HN24 N2HN50 N50HN30 N30HN"5 N"5HN31 N32HN51 N51HN31 N2HN6 N6HN32 N4HN N2HN6 N25HN33 N34HN33 N21HN34 N26HN35 N36HN35 N22HN36 N2"HN3" N3HN3" N23HN3 N2HN3 N40HN3 N24HN40 N41HN42 N42HN"4 N"4HN44



 24.3 24.3 22.24 25.5 25.5 1.2" 24.0 24.0 21.16 24." 24." 14.6 23.42 23.42 1.6 24.1 24.1 11.1 22. 22. 40.6 41.41 21.01 21.01 34.6" 43.51 20."4 20."4 .20 ". 4.5 2.6 4.5 4.20 3.02 4.1 4.2 2.0 4.2" 4."0 2.4 4.6" 13.46 22. 22.

P-%';#  1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 2.000 1.000 0.000 0.000 1.000 1.000 0.000 0.000 1.000 1.000 0.000 2.000 0.000 0.000 2.000 0.000 0.000 2.000 0.000 0.000 2.000 0.000 0.000 2.000 0.000 2.000 1.000 0.000

N & 1.034 1.034 0.345 1.453 1.453 0.102 0.552 0.552 0.320 1.024 1.024 0.0 0.226 0.226 0.2" 0.6" 0.6" 0.0"" 0.011 0.011 0.141 0.126 0.233 0.233 0.06" 0.01 0.103 0.103 0.02" 0.05 0.00 0.001 0.00 0.006 0.001 0.006 0.006 0.001 0.006 0.00 0.000 0.00 0.413 0.24 0.24

C-)/-7(';# $ /$%%&$#'( E%@+$/<-% )8%-% V: V< M& & & & 0.352 0.006 0.002 0.265 0.006 0.002 0.151 0.02 0.003 0.36" 0.001 0.000 0.251 0.001 0.000 0.036 0.465 0.000 0.36" 0.005 0.000 0.251 0.005 0.000 0.14 0.023 0.003 0.364 0.003 0.000 0.254 0.003 0.000 0.033 0.363 0.000 0.364 0.005 0.000 0.254 0.005 0.000 0.135 0.01 0.003 0.34 0.003 0.001 0.26 0.003 0.001 0.045 0.22 0.000 0.34 0.003 0.001 0.26 0.003 0.001 0.102 1.51" 0.001 0.104 1.532 0.001 0.32" 0.006 0.000 0.21 0.006 0.000 0.0"6 1.401 0.001 0.0" 1.64 0.001 0.32" 0.013 0.000 0.21 0.013 0.000 0.045 0.021 0.000 0.044 0.021 0.000 0.000 0.364 0.000 0.00 0.006 0.000 0.000 0.364 0.000 0.001 0.364 0.000 0.010 0.006 0.000 0.001 0.364 0.000 0.000 0.364 0.000 0.010 0.006 0.000 0.000 0.364 0.000 0.000 0.364 0.000 0.00 0.006 0.001 0.000 0.364 0.000 0.05 0.013 0.003 0.32 0.00" 0.002 0.2 0.00" 0.002

M: & 0.000 0.000 0.023 0.001 0.001 0.454 0.000 0.000 0.01" 0.001 0.001 0.352 0.000 0.000 0.013 0.001 0.001 0.21 0.001 0.001 0."21 0."36 0.011 0.011 0.60" 0.53 0.00 0.00 0.00" 0.00 0.03 0.000 0.02 0.03 0.000 0.01 0.03 0.000 0.01 0.03 0.000 0.01 0.00" 0.001 0.001

M< & 0.15 0.15 0.151 0.15 0.15 0.03" 0.15 0.15 0.14 0.15 0.15 0.033 0.15 0.15 0.135 0.14 0.14 0.045 0.14 0.14 0.0 0.00 0.12 0.12 0.0" 0.0" 0.11 0.11 0.046 0.044 0.00 0.00 0.00 0.005 0.010 0.006 0.006 0.010 0.006 0.00 0.00 0.00 0.05 0.10 0.10

O/>$# Q Q Q Q Q QV Q Q Q Q Q QV Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q QS QS Q QV Q Q QV Q Q QV Q Q Q Q Q Q Q

E%&(C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ Página 23

B(//( N43HN44 N41HN6 N6HN43 N43HN45 N45HN46 N44HN46 N4"HN62 N62HN4 N4HN4 N50HN51 N52HN53 N54HN55 N56HN5" N5HN5 N60HN61 N5HN13 N13HN22 N22HN15 N15HN24 N24HN41 N41HN32 N32HN2 N1HN21 N21HN14 N14HN23 N23HN16 N16HN43 N43HN2 N2HN6 N"HN1" N1"HN26 N26HN1 N1HN2 N2HN42 N42HN31 N31HN4 N3HN25 N25HN1 N1HN2" N2"HN20 N20HN44 N44HN30 N30HN N52HN25 N53HN21



 10.23 22.44 22.44 ".5 2.52 ".64 6".00 66.6 0.1 4". .6 ".56 6.1 5.0 3. "1.1" 51." 43.50 30.1 21.32 3.65 4.63 6.4 53.6 42.1" 32.52 1."5 5.33 4."2 0.15 62.22 4"."4 35.0 21. 4.25 3.61 3.22 5.3 4.15 34.6 21.5 4.0 3.6 3.4 51.""

P-%';#  2.000 1.000 0.000 0.000 2.000 0.000 1.000 0.000 0.000 1.000 2.000 2.000 2.000 2.000 2.000 0.000 0.000 0.000 0.000 0.000 2.23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.23 3.010 0.000 0.000 0.000 0.000 3.0 0.000 3.010 0.000 0.000

N & 0.3"3 0.024 0.024 0.00 0.000 0.00 0.004 0.003 0.000 0.002 0.06 0.05 0.0"5 0.0"3 0.01 3.625 2."15 2.240 1.5 1.05 0.301 0.2"1 3.4 2.06 2.1" 1.634 0. 0.16" 0.25 4.064 3.222 2.42 1." 1.02 0.04 0.211 4.246 3.04 2.51 1."55 1.061 0.01 0.21 4.430 6.025

C-)/-7(';# $ /$%%&$#'( E%@+$/<-% )8%-% V: V< M& & & & 0.060 0.10 0.000 0.32 0.00 0.002 0.2 0.00 0.002 0.000 0.422 0.000 0.00 0.006 0.001 0.000 0.422 0.000 0.24 1.2"2 0.000 0.212 1.2" 0.000 0.000 0.015 0.000 0.015 0.000 0.000 0.001 0.036 0.001 0.001 0.02 0.001 0.000 0.024 0.001 0.003 0.01 0.001 0.003 0.014 0.001 0.000 0.011 0.000 0.000 0.00" 0.000 0.000 0.00 0.000 0.000 0.00" 0.000 0.001 0.00" 0.002 0.00" 0.00 0.002 0.00 0.00" 0.001 0.000 0.011 0.000 0.000 0.00" 0.000 0.000 0.00 0.000 0.001 0.00 0.002 0.001 0.006 0.001 0.00 0.011 0.005 0.00 0.00" 0.000 0.000 0.012 0.002 0.002 0.00" 0.001 0.001 0.00 0.002 0.002 0.00 0.001 0.001 0.00" 0.002 0.00 0.006 0.002 0.006 0.00" 0.000 0.001 0.011 0.001 0.001 0.00 0.002 0.002 0.00 0.001 0.001 0.00 0.002 0.001 0.00 0.001 0.006 0.011 0.004 0.006 0.00" 0.000 0.006 0.035 0.000 0.004 0.045 0.001

M: & 0.101 0.001 0.001 0.213 0.000 0.215 1.2" 1.2" 0.006 1.506 0.032 0.025 0.020 0.014 0.010 0.015 0.002 0.006 0.005 0.005 0.003 0.004 0.014 0.004 0.005 0.006 0.004 0.00 0.004 0.015 0.003 0.00" 0.005 0.005 0.001 0.003 0.016 0.004 0.005 0.006 0.00" 0.00 0.003 0.036 0.04

M< & 0.060 0.10 0.10 0.00 0.00 0.00 0.131 0.130 0.000 0.012 0.001 0.001 0.001 0.003 0.003 0.000 0.000 0.000 0.000 0.003 0.014 0.013 0.001 0.000 0.000 0.003 0.001 0.01 0.013 0.004 0.004 0.004 0.002 0.003 0.022 0.010 0.001 0.004 0.003 0.003 0.004 0.01" 0.010 0.003 0.001

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B(//( N54HN26 N55HN22 N56HN2" N5"HN23 N5HN2 N5HN24 N60HN44 N61HN43 N3HN13 N1HN1" N1"HN14 N13HN1 N1HN15 N14HN1 N1HN16 N15HN20 N20HN41 N16HN42 N42HN2 N41HN30 N30HN2 N2HN4 N10HN1 N10HN" N11HN" N11HN1 NHN3 N12HN3 N12HN5 NHN5 NHN1 N1HN13 N13HN14 N14HN15 N15HN16 N16HN41 N41HN2 N2HN2 N10HN5 N5HN52 N52HN21 N21HN54 N54HN22 N22HN56 N56HN23



 31.12 41.5" 24."" 33.14 14.54 24.00 .5" 12.04 100.00 "".05 1.03 5.2 64.2 4".4" 4".13 34.02 31.31 1.0 .03 .1" 3.5 3." 3.51 45.15 3.40 24.54 33.51 41.2 33.02 41.11 44.54 26.0 20.3 14.30 10.2 5.0 3.45 5.63 43.6" 2.31 25.1 26.5" 1."6 20."1 14.4"

C-)/-7(';# $ /$%%&$#'( E%@+$/<-% )8%-% P-%';# N V: V< M&  & & & & 2.232 3.41 0.00 0.015 0.000 2.232 4."5 0.00" 0.023 0.001 2.232 2."41 0.00 0.010 0.000 2.232 3.""5 0.006 0.016 0.001 0.000 1.6 0.006 0.020 0.001 0.000 2.""0 0.004 0.025 0.001 0.000 1.1"1 0.003 0.015 0.001 0.000 1.645 0.000 0.01" 0.002 0.000 5.335 0.004 0.010 0.002 0.000 3.0 0.001 0.00 0.001 3.0 4.06 0.00 0.00" 0.001 0.000 3.060 0.004 0.00 0.001 0.000 3.255 0.00 0.00 0.001 0.000 2.401 0.004 0.00 0.001 0.000 2.33" 0.00" 0.00 0.001 0.000 1."03 0.004 0.00 0.000 0.000 1.460 0.010 0.00 0.000 0.000 1.006 0.002 0.00" 0.000 0.000 0.313 0.033 0.011 0.001 0.000 0.31 0.033 0.010 0.001 0.000 0.302 0.001 0.00 0.001 0.000 0.31 0.002 0.00 0.000 0.000 2.43 0.000 0.000 0.000 0.000 2.3 0.000 0.000 0.000 0.000 2.4"6 0.000 0.000 0.000 0.000 1.542 0.000 0.000 0.000 0.000 2.106 0.000 0.000 0.000 0.000 2.55 0.000 0.000 0.000 0.000 2.0"5 0.000 0.000 0.000 0.000 2.53 0.000 0.000 0.000 0.000 21.0" 0."50 0.621 0.001 3.240 1.636 0.22" 0.2"3 0.000 0.000 12.5 0.21 0.22 0.000 0.000 .12" 0.214 0.201 0.000 0.000 4.621 0.212 0.1 0.000 0.000 2.32 0.224 0.210 0.000 1.100 2.2 0.001 0.312 0.000 2.250 1.0"4 0.003 0.40 0.001 0.000 1.3" 0."" 0.23 0.001 0.000 10.61 0.14 1.6 0.001 0.000 .1 0.10 3.463 0.001 0.000 6.3 0.206 1.661 0.000 0.000 4."1 0.00 2.6"3 0.001 0.000 ".60 0.1" 1.0 0.000 0.0 6.0"6 0.214 1.630 0.001

M: & 0.021 0.02 0.016 0.022 0.01 0.023 0.012 0.015 0.010 0.00 0.002 0.005 0.006 0.006 0.006 0.005 0.005 0.005 0.00" 0.004 0.004 0.004 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.605 0.232 0.24 0.144 0.126 0.113 0.26 0.4" 0.602 2.134 2.102 1.45 1.5" 1.1" 0.626

M< & 0.015 0.013 0.014 0.012 0.002 0.000 0.000 0.002 0.004 0.001 0.01 0.006 0.013 0.006 0.012 0.005 0.01" 0.003 0.03" 0.03" 0.002 0.004 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0."00 0.125 0.133 0.11 0.11 0.12 0.002 0.004 0."0 0.06" 0.022 0.114 0.022 0.04 0.126

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B(//(



N23HN5 N5HN24 N24HN60 N60HN43 N43HN32 N32HN6 N11HN3 N3HN1" N1"HN1 N1HN1 N1HN20 N20HN42 N42HN30 N30HN4 N12HN" N"HN53 N53HN25 N25HN55 N55HN26 N26HN5" N5"HN2" N2"HN5 N5HN2 N2HN61 N61HN44 N44HN31 N31HN

15.24 11.15 10. ."3 5.44 6.02 52.64 34.4 26.3 1".56 12.1 5.56 4.36 5."6 4.12 3.0 32.0 33.51 23. 26.6 1.5 20.04 13." 14.22 .63 6.34 6.4

C-)/-7(';# $ /$%%&$#'( E%@+$/<-% )8%-% P-%';# N V: V< M&  & & & & 0.000 1.442 0.1 1.054 0.000 0.0 3."51 0.21 1.1 0.001 0.000 0.265 0.20 0."2 0.000 0.000 2.42 0.02" 0."42 0.001 0.000 2."30 0.13" 0.01" 0.000 0.000 0.01 0.164 0.451 0.000 0.000 30.3" 0."1 0.562 0.001 3.240 25.131 0.231 0.302 0.001 0.000 1".336 0.21 0.240 0.000 0.000 10.62 0.214 0.204 0.000 0.000 6.24" 0.213 0.202 0.000 0.000 3.154 0.225 0.214 0.000 1.100 2.66 0.012 0.320 0.000 2.250 0.4" 0.00 0.31 0.001 0.000 2.606 0."2" 0.255 0.001 0.000 1.43 0.1" 2.054 0.000 0.000 16.552 0.0 3.443 0.001 0.000 14.56 0.1 1."33 0.000 0.000 12.22 0.05 2.652 0.001 0.000 10.35 0.12 1.431 0.000 0.000 .43 0.02 2.05 0.001 0.000 6.33 0.10 1.124 0.000 0.0 5.21 0.224 1.610 0.001 0.000 3.36 0.204 0."4 0.000 0.000 4.32 0.03 0."6" 0.001 0.000 2.150 0.041 0.501 0.000 2.250 1.21 0.015 0.43 0.001

M: & 1.15 0.411 0."3 0.625 0.14 0.34 0.621 0.21 0.2 0.160 0.135 0.115 0.36" 0.4 0.605 2.15 2.00 1." 1.566 1.5 1.2"" 1.216 0.55" 0.11 0.611 0.3"4 0.53

M< & 0.0" 0.136 0.103 0.034 0.12" 0.05 0."1 0.12 0.136 0.120 0.120 0.12 0.010 0.010 0.65 0.03 0.025 0.0" 0.021 0.06 0.020 0.06 0.141 0.0 0.025 0.03 0.012

O/>$# QV QV QV Q Q QV QV QV QV QV QV QV Q Q QV QV QV QV QV QV QV QV QV QV Q QS Q

E%&(C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$ C+),$

1.1.1.2.- Comprobaciones E.L.U. (Resumido) B(//(% N2HN4" N4"HN4

COMPROBACIONES ANSIHAISC 36005 LRFD P&

'

G 0  0.1 G 1    0.1  

N6HN4



 0.1

N4HN



 0.1

N1HN3



 3.5

N1HN63



 3.3

N63HN5



 3.3

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

P'

MG  

0.

G 1  0.

   

0.

 

1.0

 

4.0

 

4.

 

4.

G 1  22.2 G 0    22.2 G 1    22.4 G 0    22.4 G 2    .1 G 0    10.5 G 1    10.  

M: G 1  .5 G 0    . G 1    .5 G 0    .5 G 0    12. G 1    23.5 G 0    23.5  

VG

E%&(V:

 

0.6

G 1  0.6

   

0.6

G 1  0.6

   

1.2

 

3.6

 

3."

G 0  .3 G 1    .3 G 0    ". G 1    . G 2    0. G 0    1.1 G 1    1.1  

PMGM:VGV: T G 1  26.1 G 0    26.6 G 1    26.5 G 0    26.3 G 2    21.0 G 1    25.4 G 0    25.4  

CUMPLE = 26.1 CUMPLE = 26.6 CUMPLE = 26.# CUMPLE = 26.3 CUMPLE = 21.0 CUMPLE = 2#." CUMPLE = 2#."

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Página 26

B(//(%


'

N5HN"



 0.4

N3HN"6



 4.3

N"6HN"



 4.3

N13HN1"



 6.3

N1"HN"0



 .1

N"0HN25



 .1

N21HN25



 1.0

N13HN64



 6.2

N64HN21



 6.2

N14HN1



 4.5

N1HN"1



 5."

N"1HN26



 5."

N22HN26



 0.

N14HN65



 4.4

N65HN22



 4.4

N15HN1



 3.3

N1HN"2



 4.1

N"2HN2"



 4.1

N23HN2"



 0.6

N15HN66



 3.2

N66HN23



 3.2

N16HN20



 2.5

N20HN"3



 3.0

N"3HN2



 3.0

N24HN2



 0.5

N16HN6"



 2.4

N6"HN24



 2.4

N2HN50



 0.4

N50HN30



 0.4

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

P'

MG  

4.1

 

4.0

 

4.0

 

4.3

 

3.1

 

3.1

 

0.6

 

4.4

 

4.4

 

2.2

 

1.6

 

1.6

 

0.3

 

2.3

 

2.3

 

0.

 

0.6

 

0.6

G 1.2    0.1  

0.

 

0.

G 0  0.3

   

0.1

 

0.1

 

0.1

 

0.2

 

0.2

 Z

0.1

 Z

0.1

G 2  31.3 G 0    11.0 G 1    10.4 G 2    3.3 G 0    0." G 1    1.2 G 2    1".3 G 0    0." G 1    1.3 G 2    3.3 G 0    2.3 G 1    2." G 2    14.1 G 0    2.3 G 1    2. G 2    2.4 G 0    1.4 G 1    1. G 2    10. G 0    1.4 G 1    1. G 2    1. G 0    1.2 G 1    1." G 2    ".6 G 0    1.2 G 1    1. G 1    24.4 G 0    24.4  

M: G 2  12.5 G 1    23.6 G 0    23.6 G 0    1".1 G 1    23.0 G 0    23.0 G 0    5.5 G 1    23.0 G 0    23.0 G 0    1. G 1    23.0 G 0    23.0 G 0    6.2 G 1    23.0 G 0    23.0 G 0    1.5 G 1    23.0 G 0    23.0 G 0    6.0 G 1    23.0 G 0    23.0 G 0    16. G 1    22. G 0    22. G 0    5.2 G 1    22. G 0    22. G 0    10.0 G 1    10.1  

VG

E%&(V:

 

0.5

 

3.6

 

3."

 

1.6

 

4.2

 

3.1

 

0.2

 

4.2

 

3.1

 

1.

 

4.3

 

3.0

 

0.3

 

4.3

 

3.0

 

1.

 

4.3

 

3.0

 

0.3

 

4.3

 

3.0

 

1.6

 

4.1

 

3.2

 

0.2

 

4.1

 

3.2

G 0.25    0." G 0."5    0."

G 2  ".5 G 0    1.1 G 1    1.1 G 2    0.4 G 0    0.1 G 1    0.2 G 2    4.2 G 0    0.1 G 1    0.2 G 2    0.4 G 0    0.3 G 1    0.3 G 2    3.4 G 0    0.3 G 1    0.3 G 2    0.3 G 0    0.2 G 1    0.2 G 2    2." G 0    0.2 G 1    0.2 G 2    0.2 G 0    0.2 G 1    0.2 G 2    1. G 0    0.2 G 1    0.2 G 0    11.1 G 1    11.3  

PMGM:VGV: T G 2  40.5 G 1    25.4 G 0    25.4 G 2    20.5 G 1    26.6 G 0    26.6 G 2    20.0 G 1    24. G 0    24. G 2    22.2 G 1    25.6 G 0    25.6 G 2    1.3 G 1    24.1 G 0    24.1 G 2    21.2 G 1    24. G 0    24. G 2    14." G 1    23.4 G 0    23.4 G 2    1. G 1    24.2 G 0    24.2 G 2    11. G 1    23.0 G 0    23.0 G 0    40." G 1    41.4  

CUMPLE = "0.# CUMPLE = 2#." CUMPLE = 2#." CUMPLE = 20.# CUMPLE = 26.6 CUMPLE = 26.6 CUMPLE = 20.0 CUMPLE = 2".> CUMPLE = 2".> CUMPLE = 22.2 CUMPLE = 2#.6 CUMPLE = 2#.6 CUMPLE = 1?.3 CUMPLE = 2".1 CUMPLE = 2".1 CUMPLE = 21.2 CUMPLE = 2".? CUMPLE = 2".? CUMPLE = 1".& CUMPLE = 23." CUMPLE = 23." CUMPLE = 1?.> CUMPLE = 2".2 CUMPLE = 2".2 CUMPLE = 11.> CUMPLE = 23.0 CUMPLE = 23.0 CUMPLE = "0.& CUMPLE = "1."

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

























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Página 27

B(//(%


P'

'

N30HN"5



 0.4

N"5HN31



 0.4

N32HN51



 0.6

N51HN31



 0.6

N2HN6



 0.3

N6HN32



 0.3

N4HN



 0.3

N2HN6



 0.3

N25HN33



Z 0.1

N34HN33



Z 0.1

N21HN34



Z 0.1

N26HN35



Z 0.1

N36HN35



Z 0.1

N22HN36



Z 0.1

N2"HN3"



Z 0.1

N3HN3"



Z 0.1

N23HN3



Z 0.1

N2HN3



Z 0.1

N40HN3



Z 0.1

N24HN40



Z 0.1

N41HN42



 1.5

N42HN"4



 1.4

N"4HN44



 1.4

N43HN44



 0."

N41HN6



 1.1

N6HN43



 1.1

N43HN45



Z 0.1

N45HN46

G 0.6   Z 0.1

N44HN46



Z 0.1

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$ N.P.1  

200.0 C+),$   200.0 C+),$ N.P.1  

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

MG  Z

0.1

 Z

0.1

G 0."5    0.2 G 0.25    0.2  Z

0.1

 Z

0.1

 

0.2

G 0  0.2

   Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

 Z

0.1

N.P.1  

0.1

 

0.1

N.P.1  

0.1

 

0.1

 Z

0.1

G 0.6   Z 0.1  Z

0.1

G 0  1.1 G 1    1.0 G 1    24.4 G 1    26.4 G 0    1.1 G 1    1.1 G 2    1.1 G 0    1.1 G 0    2. G 1    0. G 0    2. G 0    2. G 1    0. G 0    2. G 0    2. G 1    0. G 0    2. G 0    2. G 1    0. G 0    2. G 2    0. G 0    0. G 1    1.5 G 2    3. G 0    0. G 1    1.6 G 0    6.6 G 1    0. G 0    6."  

M: G 1  20.5 G 0    20.5 G 0    . G 1    . G 1    20.4 G 0    20.4 G 2    5.1 G 2    4. G 0.5    1.0 G 2    2.6 G 0    1.1 G 0.5    1.2 G 2    3.0 G 0    1.2 G 0.5    1.1 G 2    2. G 0    1.2 G 0.5    1.0 G 2    2.5 G 0    1.0 G 2    11. G 1    22.3 G 0    22.3 G 2    6. G 1    22.3 G 0    22.3 G 0    1.5 G 2    2.5 G 0    1.5  

VG

E%&(V:

 

1.6

 

1.4

G 0.5    0.6 G 0.5    0.6  

1.6

 

1.4

G 1.2    0.2 G 0.    0.2  Z

0.1

 

0.2

 Z

0.1

 

0.1

 

0.2

 

0.1

G 0  0.1

   

0.2

G 0  0.1

   

0.1

 

0.2

 

0.1

 

1.1

 

3.

 

3.4

 

0.3

 

3.

 

3.4

G 0.25    0.1  

0.2

G 0.25    0.1

G 0  0.3 G 1    0.3 G 0    10.3 G 1    12.1 G 0    0.4 G 1    0.3 G 2    0.3 G 0    0.3 G 0    2." G 0    0.1 G 0    2." G 0    2." G 0    0.1 G 0    2." G 0    2." G 0    0.1 G 0    2." G 0    2." G 0    0.1 G 0    2." G 2    0.2 G 0    0.1 G 1    0.2 G 2    1.0 G 0    0.1 G 1    0.2 G 0    3.1 G 0    0.1 G 0    3.1  

PMGM:VGV: T G 1  21.0 G 0    21.0 G 0    34." G 1    43.5 G 1    20." G 0    20." G 2    .2 G 0    .0 G 0    4.6 G 2    2." G 0    4.6 G 0    4.2 G 2    3.0 G 0    4.2 G 0    4.3 G 2    2. G 0    4.3 G 0    4." G 2    2.5 G 0    4." G 2    13.5 G 1    22. G 0    22. G 2    10.2 G 1    22.4 G 0    22.4 G 0    ".6 G 2    2.2 G 0    ".6  

CUMPLE = 21.0 CUMPLE = 21.0 CUMPLE = 3".& CUMPLE = "3.# CUMPLE = 20.& CUMPLE = 20.& CUMPLE = ?.2 CUMPLE = ?.0 CUMPLE = ".6 CUMPLE = 2.& CUMPLE = ".6 CUMPLE = ".2 CUMPLE = 3.0 CUMPLE = ".2 CUMPLE = ".3 CUMPLE = 2.> CUMPLE = ".3 CUMPLE = ".& CUMPLE = 2.# CUMPLE = ".& CUMPLE = 13.# CUMPLE = 22.> CUMPLE = 22.> CUMPLE = 10.2 CUMPLE = 22." CUMPLE = 22." CUMPLE = &.6 CUMPLE = 2.# CUMPLE = &.6

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Página 28

B(//(% N4"HN62 N62HN4 N4HN4


G 1  0.4

200.0 C+),$   200.0 C+),$

N.P.2

N.P.1



 0.4

 

N50HN51



Z 0.1

N52HN53



 2.2

N54HN55



 1."

N56HN5"



 1.4

N5HN5



 1.1

N60HN61



 0.

N5HN13 N13HN22 N22HN15 N15HN24 N24HN41 N41HN32 N32HN2 N1HN21 N21HN14 N14HN23 N23HN16 N16HN43 N43HN2 N2HN6 N"HN1" N1"HN26 N26HN1 N1HN2 N2HN42 N42HN31

P'

'

G 3.0    13.4 G 3.0    10." G 3.0    ".5 G 3.0    5.5 G 3.0    3.1 G 2.23    1.2 G 3.01    0. G 3.0    14.3 G 3.0    . G 3.0    .2 G 3.0    5.3 G 3.0    3.1 G 1.141    1.3 G 3.01    0." G 3.0    12.5 G 3.0    .3 G 3.0    ".5 G 3.0    5.3 G 3.0    3.1 G 0."61    1.4

 

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

MG

G 1  65.2 G 1  G 0    0.5   65.2 G 0  N.P.1   0.2 G 1   Z 0.1   46." G 2    1."   .2 G 2    0.   ".1 G 2  G 2    0.3   5. G 2    0.2   4.6 G 2    0.5   3.2 G 0  G 0    6.   2. G 0  G 3.0    51.6   1.2 G 0  G 0    42.5   1.1 G 0  G 3.0    30.2   1.1 G 0  G 0    20.1   1.3 G 0  G 2.23    2.4   1.0 G 0  G 0    3.3   1.1 G 0  G 0    66.4   2. G 0  G 0    53.3   1.4 G 0  G 3.0    41.3   1.2 G 0  G 0    31.0   1.1 G 0  G 3.0    1.   1.3 G 1.141  G 0    2.   1.4 G 0  G 0    3.5   1.1 G 0  G 0    "".2   2. G 0  G 0    61.2   1.3 G 0  G 0    46.1   1.2 G 0  G 3.0    34.0   1.1 G 0  G 0    20."   1.3 G 0."61  G 2.23    2.6   1.0  

0.5

 

M: G 1  14." G 0    14." G 0    0.1 G 0    3.0 G 0    0.6 G 0    0.6 G 0    0.6 G 0    0. G 0    0. G 0    2.1 G 0    3.4 G 0    2.2 G 3.0    2." G 0    1.6 G 2.23    3.2 G 0    2. G 0    2.3 G 0    2.0 G 3.0    3.0 G 0    2.0 G 3.0    2.1 G 0    3.3 G 0    2. G 0    2.1 G 0    3.4 G 0    2.2 G 3.0    2. G 0    1.6 G 2.23    3.  

VG

E%&(V:

G 0.25    1.2 G 0.5    1.1  Z

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0.1

G 0  15.5 G 1    15.6 G 0    0.1 G 0    22.2 G 2    0." G 2    0.5 G 2    0.4 G 2    0.4 G 2    0.3 G 0    0.2 G 3.0    0.1 G 0    0.1 G 3.0    0.1 G 0    0.1 G 2.23    0.1 G 0    0.1 G 3.0    0.2 G 0    0.1 G 3.0    0.1 G 0    0.1 G 0    0.1 G 0    0.2 G 0    0.1 G 0    0.2 G 3.0    0.1 G 0    0.1 G 3.0    0.1 G 0    0.1 G 2.23    0.1  

PMGM:VGV: T G 1  6".0 G 0    6".0  

N.P.3 G 1  4.0 G 2    ." G 2    ".6 G 2    6.2 G 2    5.1 G 2    4.0 G 0    "1.2 G 0    52.0 G 0    43.5 G 0    30. G 0    21.3 G 2.23    3.6 G 0    4.6 G 0    6. G 0    53. G 0    42.2 G 0    32.5 G 3.0    11.1 G 0    5.3 G 0    4." G 0    0.2 G 0    62.2 G 0    4"." G 0    35.1 G 0    22.0 G 2.23    4.2  

CUMPLE = 6&.0 CUMPLE = 6&.0 CUMPLE = 0.2 CUMPLE = "?.0 CUMPLE = >.& CUMPLE = &.6 CUMPLE = 6.2 CUMPLE = #.1 CUMPLE = ".0 CUMPLE = &1.2 CUMPLE = #2.0 CUMPLE = "3.# CUMPLE = 30.> CUMPLE = 21.3 CUMPLE = 3.6 CUMPLE = ".6 CUMPLE = 6?.? CUMPLE = #3.> CUMPLE = "2.2 CUMPLE = 32.# CUMPLE = 1?.? CUMPLE = #.3 CUMPLE = ".& CUMPLE = ?0.2 CUMPLE = 62.2 CUMPLE = "&.& CUMPLE = 3#.1 CUMPLE = 22.0 CUMPLE = ".2

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Página 29

B(//(% N31HN4 N3HN25 N25HN1 N1HN2" N2"HN20 N20HN44 N44HN30 N30HN N52HN25 N53HN21 N54HN26 N55HN22 N56HN2" N5"HN23 N5HN2 N5HN24 N60HN44 N61HN43 N3HN13 N1HN1" N1"HN14 N13HN1 N1HN15 N14HN1 N1HN16 N15HN20 N20HN41 N16HN42 N42HN2

COMPROBACIONES ANSIHAISC 36005 LRFD P& G 3.01    0.6 G 3.0    12.1 G 3.0    .5 G 3.0    ".4 G 3.0    5.3 G 3.0    3.1 G 1.141    1.2 G 3.01    0.6 G 2.232    23." G 2.232    1".4 G 2.232    1." G 2.232    13." G 2.232    14. G 2.232    10. G 2.232    10. G 2.232    "." G 2.232    6.4 G 2.232    4.6 G 3.0    14.4 G 3.0    1.3 G 3.0    10. G 3.0    14." G 3.0    .4 G 3.0    11.4 G 3.0    5. G 3.0    ". G 3.0    3.2 G 3.0    4.4 G 2.23    1.2

'  

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

P' G 0  3.0 G 0    0.6 G 0    5.6 G 0    4". G 0    33.3 G 0    20.6 G 0    2.6 G 0    2. G 0    32.4 G 0    44.1 G 0    25.5 G 0    34. G 0    20.1 G 0    2"." G 0    14.5 G 0    20.3 G 0    .6 G 0    12.0 G 0    100.0 G 0    "5.6 G 0    ".2 G 0    5.1 G 0    61. G 0    45.6 G 0    44.4 G 0    32.3 G 0    2"." G 0    1.1 G 0    2.  

MG

M:

G 0  1.1 G 0    3.0 G 0    1.6 G 3.0    1.1 G 0    1.2 G 3.0    1.3 G 0    1.4 G 0    1.1 G 2.232    ".4 G 0    .5 G 2.232    6.0 G 0    6." G 2.232    4. G 0    5.4 G 2.232    3.5 G 0    4.2 G 2.232    2.2 G 0    2." G 0    1. G 3.0    1. G 3.0    1.1 G 3.0    1.2 G 0    1.1 G 3.0    1.1 G 0    1.0 G 0    1.0 G 0    1.0 G 0    1.0 G 0    1.2

G 3.01  G 1.31"    1.   0.1 G 0    0.1   2.3 G 0   Z 0.1   2.0 G 3.0    0.1   3.0 G 0    0.1   2.0 G 3.0    0.1   2.1 G 0  G 1.141    3.1   0.1 G 3.01  G 1.31"    1.   0.1 G 2.232    0.1   2." G 2.232    0.1   2.3 G 2.232    0.1   3.1 G 2.232    0.1   2. G 2.232    0.1   3.0 G 2.232    0.1   2.6 G 2.232    0.1   2.6 G 2.232    0.1   2.3 G 2.232    0.1   2.4 G 2.232    0.1   2.1 G 3.0    0.1   3. G 3.0    0.1   3. G 3.0    0.2   4. G 3.0    0.2   4." G 3.0    0.2   4. G 3.0    0.2   4. G 3.0    0.2   4.5 G 3.0    0.2   4.4 G 3.0    0.1   3.6 G 3.0    0.1   3.6 G 2.23    0.5   6.

 

VG

E%&(V: G 0  0.1 G 0    0.2 G 0    0.1 G 3.0    0.1 G 0    0.1 G 0    0.1 G 0    0.2 G 0    0.1 G 2.232    0.6 G 0    0.6 G 2.232    0.5 G 0    0.5 G 2.232    0.4 G 0    0.4 G 2.232    0.3 G 0    0.4 G 2.232    0.2 G 0    0.2 G 0    0.1 G 3.0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.1 G 0    0.2  

PMGM:VGV: T G 3.01    3.6 G 0    3.2 G 0    5. G 0    4.1 G 0    34. G 3.0    21. G 0    4. G 3.01    3." G 0    3.5 G 0    51. G 2.232    31.1 G 2.232    41.6 G 2.232    24. G 2.232    33.1 G 2.232    11.1 G 0    24.0 G 2.232    ".4 G 0    .5 G 0    100.5 G 0    "".1 G 3.0    1.0 G 0    5. G 0    64. G 0    4".5 G 0    4".1 G 0    34.0 G 0    31.3 G 3.0    11.3 G 0    .0

CUMPLE = 3.6 CUMPLE = ?3.2 CUMPLE = #>.? CUMPLE = ">.1 CUMPLE = 3".> CUMPLE = 21.> CUMPLE = ".? CUMPLE = 3.& CUMPLE = 3?.# CUMPLE = #1.? CUMPLE = 31.1 CUMPLE = "1.6 CUMPLE = 2".? CUMPLE = 33.1 CUMPLE = 1".# CUMPLE = 2".0 CUMPLE = ?.6 CUMPLE = 12.0 CUMPLE = 100.0# CUMPLE = &&.1 CUMPLE = ?1.0 CUMPLE = #>.? CUMPLE = 6".? CUMPLE = "&.# CUMPLE = "&.1 CUMPLE = 3".0 CUMPLE = 31.3 CUMPLE = 1>.1 CUMPLE = >.0 

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Página 30

B(//(% N41HN30 N30HN2 N2HN4


P'

'

G 2.23    1." G 3.01    0. G 3.01    0.

 

200.0 C+),$   200.0 C+),$   200.0 C+),$

MG G 0  2.2 G 0    3.6 G 0    3.  

M:

VG

G 0  0. G 0    0. G 0    0.

G 2.23    6. G 0    1." G 0    1.6

 

E%&(V:

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0.5

 

0.1

 

0.1

PMGM:VGV: T

G 0  0.1 G 0    0.1 G 0    0.1  

G 0  .2 G 0    3.0 G 0    3.4  

N10HN1



 3.5

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

N10HN"



 45.2

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

N11HN"



 3.4

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

N11HN1



 24.5

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

NHN3



 33.5

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

N12HN3



 41.3

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

N12HN5



 33.0

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

NHN5



 41.1

N.P.1

N.P.1

N.P.4

N.P.4

N.P.5

N.P.5

N.P.3

G 0  1.6 G 0    20." G 0    14.1 G 0    . G 0    5.1 G 0    2. G 0    2.2 G 0    1.1 G 0    16.6 G 0    15.6 G 0    12. G 0    11.0 G 0    . G 0    ".3 G 0    5. G 0    4.3 G 0    3.4 G 0    2.6

G 0  1".1 G 3.24    2.6 G 0    2.6 G 0    1.4 G 0    1.2 G 0    1.1 G 1.1    2.4 G 2.25    4.1 G 0    1.4 G 2.25    1.1 G 0    1".5 G 0    16.4 G 0    13.1 G 0    13.3 G 0    10." G 0    10.1 G 0    .3 G 0    6.

G 0  15." G 3.24    4.4 G 0    4.4 G 0    2. G 3.24    2. G 0    3.0 G 0    1. G 0    1.2 G 0    15. G 1.125    3.1 G 0.    4.1 G 0    4. G 0.    3.0 G 0    3.3 G 0.    3.0 G 0    3.4 G 0.    3.2 G 0    3.5

NHN1 N1HN13 N13HN14 N14HN15 N15HN16 N16HN41

G 1.2  1". G 3.24    13. G 3.24    .6 G 3.24    4.6 G 3.24    1." G 3.24    0.2  

N41HN2

N.P.2

N2HN2

N.P.2

N10HN5 N5HN52 N52HN21 N21HN54 N54HN22 N22HN56 N56HN23 N23HN5 N5HN24 N24HN60

G 1.2  12.0 G 2.25    10.0 G 0.    .5 G 2.25    6.3 G 0.    5. G 2.25    3.4 G 0.    3.1 G 2.25    1.3 G 0.    1.3 G 2.25    0.3  

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

 

 

 

 

1.2

G 3.24    0.5 G 0    0.4 G 3.24    0.4 G 3.24    0.4 G 0    0.4 G 0    0.2 G 0    0.3  

1.2

G 0  0.3 G 0.    0.5 G 0    0.4 G 0.    0.3 G 0    0.4 G 0.    0.3 G 0    0.4 G 0.    0.3 G 0    0.4  

 

".0

G 3.24    1.3 G 0    1.0 G 0    0. G 0    0. G 0    1.0  

1.2

 

1.6

 

3.5

G 0  ". G 0.    13.6 G 0    6." G 0.    10.6 G 0    5.5 G 0.    .4 G 0    4.4 G 0.    6.2 G 0    3.1  

G 0  44.5 G 3.24    26. G 0    20. G 0    14.3 G 0    10.3 G 0    5.1 G 1.1    3.4 G 2.25    5.6 G 0    43." G 0    2.3 G 0    25. G 0    26.6 G 0    1. G 0    20." G 0.    14.5 G 0    15.2 G 0.    11.1 G 0    11.0  

CUMPLE = ?.2 CUMPLE = 3.6 CUMPLE = 3.? CUMPLE = 3>.# CUMPLE = "#.2 CUMPLE = 3>." CUMPLE = 2".# CUMPLE = 33.# CUMPLE = "1.3 CUMPLE = 33.0 CUMPLE = "1.1 CUMPLE = "".# CUMPLE = 26.? CUMPLE = 20.> CUMPLE = 1".3 CUMPLE = 10.3 CUMPLE = #.1 CUMPLE = 3." CUMPLE = #.6 CUMPLE = "3.& CUMPLE = 2>.3 CUMPLE = 2#.? CUMPLE = 26.6 CUMPLE = 1?.? CUMPLE = 20.& CUMPLE = 1".# CUMPLE = 1#.2 CUMPLE = 11.1 CUMPLE = 11.0 

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



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

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

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Página 31

B(//(%


'

N60HN43

G 0.    0.2

N43HN32

N.P.2

N32HN6

N.P.2

N11HN3 N3HN1" N1"HN1 N1HN1 N1HN20 N20HN42

G 1.2  13.2 G 3.24    10.3 G 3.24    6.4 G 3.24    3.5 G 3.24    1.4 G 3.24    0.2  

N42HN30

N.P.2

N30HN4

N.P.2

N12HN" N"HN53 N53HN25 N25HN55 N55HN26 N26HN5" N5"HN2" N2"HN5 N5HN2 N2HN61 N61HN44

G 1.2  10.1 G 2.25    .4 G 0.    .4 G 2.25    5.3 G 0.    5.3 G 2.25    3.0 G 0.    3.0 G 2.25    1.3 G 0.    1.3 G 2.25    0.3 G 0.    0.2  

N44HN31

N.P.2

N31HN

N.P.2

 

200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$   200.0 C+),$

P'

MG

G 0  2.0 G 0    2.0 G 0    1.0 G 0    25.0 G 0    2". G 0    1.0 G 0    12.1 G 0    ".5 G 0    4.4 G 0    2.3 G 0    1.0 G 0    21.1 G 0    1. G 0    15. G 0    14.3 G 0    11.3 G 0    . G 0    ".5 G 0    ".0 G 0    4. G 0    4.5 G 0    3.1 G 0    2.4 G 0    1.2  

G 0  5.6 G 0    2. G 2.25    3.6 G 0    1".3 G 3.24    2.3 G 0    2.5 G 0    1.3 G 0    1.1 G 0    1.1 G 1.1    3.1 G 2.25    4.1 G 0    1.5 G 2.25    1.2 G 0    1".6 G 0    16.4 G 0    13.2 G 0    13.3 G 0    10. G 0    10.1 G 0    .3 G 0    6." G 0    5.6 G 1.1    3." G 2.25    4.  

M: G 0.    2.4 G 0    2. G 0    1.3 G 0    16.1 G 3.24    4.4 G 0    4.3 G 3.24    2. G 3.24    3.0 G 0    3.0 G 0    1. G 0    1.3 G 0    15.3 G 1.125    3.2 G 0.    4.0 G 0    5.0 G 0.    3.1 G 0    3.3 G 0.    3.0 G 0    3.4 G 0.    3.2 G 0    3.5 G 0.    2.4 G 0    2." G 0    1.4

VG

V:

G 0.    0.3 G 0    0.3 G 0    0.3  

1.2

G 3.24    0.5 G 0    0.4 G 3.24    0.4 G 3.24    0.4 G 0    0.4 G 0    0.2 G 0    0.3  

1.2

G 0  0.3 G 0.    0.5 G 0    0.4 G 0.    0.3 G 0    0.4 G 0.    0.4 G 0    0.4 G 0.    0.4 G 0    0.4 G 0.    0.3 G 0    0.3 G 0    0.3  

E%&(PMGM:VGV: T

G 0.    3." G 0    1.4 G 0    1."  

".2

G 3.24    1.2 G 0    1.0 G 0    0. G 0    0. G 0    1.0  

1.2

 

1.5

 

3.5

G 0  ". G 0.    13.5 G 0    6.6 G 0.    10.5 G 0    5.4 G 0.    .4 G 0    4.3 G 0.    6.1 G 0    3.0 G 0.    3."  

 

2.4

G 0  1.

 

G 0  ." G 0    5.4 G 0    6.0 G 0    52.6 G 3.24    34.5 G 0    26.4 G 0    1".6 G 0    12.2 G 0    5.6 G 1.1    4.4 G 2.25    5. G 0    4.1 G 0    3. G 0    32.1 G 0    33.5 G 0    24.0 G 0    26." G 0    1.6 G 0    20.0 G 0.    13. G 0    14.2 G 0    .6 G 0    6.3 G 2.25    6.  

CUMPLE = ?.& CUMPLE = #." CUMPLE = 6.0 CUMPLE = #2.6 CUMPLE = 3".# CUMPLE = 26." CUMPLE = 1&.6 CUMPLE = 12.2 CUMPLE = #.6 CUMPLE = "." CUMPLE = #.? CUMPLE = ">.1 CUMPLE = 3>.> CUMPLE = 32.1 CUMPLE = 33.# CUMPLE = 2".0 CUMPLE = 26.& CUMPLE = 1?.6 CUMPLE = 20.0 CUMPLE = 13.? CUMPLE = 1".2 CUMPLE = >.6 CUMPLE = 6.3 CUMPLE = 6.? 

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Notación: Pt : Resistencia a tracción c: Slenderness limitation for compression Pc: Resistencia a compresión M x : Resistencia a exión eje X M y : Resistencia a exión eje Y V x : Resistencia a corte X V y : Resistencia a corte Y PM x M y V x V y T: Comined forces and torsion x: !istancia al ori"en de la arra : Coeficiente de apro#ec$amiento %&' N(P(: No procede

Página 32

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Comproaciones )*e no proceden %N(P(': %+' ,a comproación no procede- ya )*e no $ay axil de compresión( %.' ,a comproación no procede- ya )*e no $ay axil de tracción( %/' T$ere is no torsion or ot$er m*ltiple force comination- t$erefore t$e c$ec0 does not proceed( %1' ,a comproación no procede- ya )*e no $ay momento ector( %2' ,a comproación no procede- ya )*e no $ay esf*er3o cortante(

1.1.2.- S5 N*5) /8@)7) N-/( T8'#'( E.030 N-/( T8'#'( E.030 D%$- S%-//$%%&$#&$ M/7 7 9B898 A#,%% -(, $%)$'&/(, N-/( T8'#'( E.030 A/&*'+,- 1.2

1.1.2.1.- Espectro de cálculo

1.1.2.1.1.- Espectro elástico de aceleraciones

C.A589)9;4: Sae

=

× Z ×U × C S

D-#$ C

 T  = 2,5 × p÷  T

S$#- C ≤ 2,5

$% $, @('&-/ $ (),'(';# %*%'(.

E, (,-/ G- $ ,(% -/$#((% $%)$'&/(,$% $% 1.1"0 >.

Norma Técnica E.! ("rt#culo 1$.2.b)

P)*B5/* 49)* )*) 8) 749;4 78 9/*

 F('&-/ $ <-#( N-/( T8'#'( E.030 T(7,( 1

4(/  4

W-#( %*%'( N-/( T8'#'( E.030 F> 1 : A#$G- 1 W-#( 2 +(/

U F('&-/ $ )-/&(#'( N-/( T8'#'( E.030 T(7,( 3

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I)-/&(#'( $ ,( -7/( N-/( T8'#'( E.030 A/&*'+,- 10 : T(7,( 3 B E'('-#$% )-/&(#&

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S F('&-/ $ (),'(';# $, %+$,- N-/( T8'#'( E.030 T(7,( 2

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C ≤2,5

T

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1.1.2.1.2.- Espectro de dise%o de aceleraciones

E, $%)$'&/- $ %$- %*%'- %$ -7&$#$ /$+'$#- $, $%)$'&/- $,%&'- )-/ $, '-$'$#&$ R '-//$%)-#$#&$ ( '(( /$'';# $ (#,%%. Sa =

Sae Z ×U ×C S × = R R 6(4 4 6(4 R Y  4

R' C-$'$#&$ $ /$+'';# X N-/( T8'#'( E.030 T(7,( 6

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Norma Técnica E.! ("rt#culo 1$.2.b)

E%)$'&/- $ %$- %$>9# X

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Página 34

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Página 35

E%)$'&/- $ %$- %$>9# X

E%)$'&/- $ %$- %$>9# !

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Página 36

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Página 37

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Criterio de CYP7 8n"enieros

 T$#%;# $( $# %&+('-#$% )$/%%&$#&$%  T$#%;# $( $# %&+('-#$% (''$#&(,$% %*%'(%  T$#%;# G( $# %&+('-#$% )$/%%&$#&$% %# $#&-

MG- 1 )H'\ C(,'+,(- 0.452 )H'\ MG- 1.5 )H'\ C(,'+,(- 0.406 )H'\ MG- 1.25 )H'\ C(,'+,(- 0.""2 )H'\

C+), $ C+), $ C+), $

Página 38

R$@$/$#'( N  N10  N11  N12 D$#%-#$% 45 G 54 G 125 Á/$( #$&( 23.63 \ A/(-% X]3H4^'H12.5 !]3H4^'H12.5 X%]3H4^'H12.5 !%]3H4^'H12.5 P$/$&/(," ]1H2^ C-)/-7(';# V(,-/$% E%&( T$#%;# G( $# %&+('-#$% )$/%%&$#&$% '-# $#&- MG- 1.25 )H'\ C+), C(,'+,(- 1.20 )H'\ $  T$#%;# G( $# %&+('-#$% (''$#&(,$% %*%'(% MG- 1."5 )H'\ C+), C(,'+,(- 0.4 )H'\ $ V+$,'- $ ,( <()(&( Si el & de reser#a de se"*ridad es mayor )*e cero- )*iere decir )*e los coe9cientes de se"*ridad al #*elco son mayores )*e los #alores estrictos exi"idos para todas las cominaciones de e)*ilirio(

 E# /$'';# X  E# /$'';# ! F,$G;# $# ,( <()(&(  E# /$'';# X  E# /$'';# !

R$%$/( %$>+/( 14.0 C+),  $ R$%$/( %$>+/( "2.2 C+),  $

M-$#&- 3.05 & M-$#&- "".23 &

C+), $ C+), $

C-/&(#&$ $# ,( <()(&(  E# /$'';# X  E# /$'';# !

C-/&(#&$ 2".1 & C-/&(#&$ 3.33 &

C+), $ C+), $

C-)/$%;# -7,'+( $# ,( <()(&( Criterio de CYP7 8n"enieros

 S&+('-#$% )$/%%&$#&$%  S&+('-#$% (''$#&(,$% %*%'(% C(#&- *#- Capt*lo +2(; %norma NT7 7(454: .44<'

E%)('- )(/( (#',(/ (//(#+$% $# '$#&(';#  N  N10  N11  N12

MG- 630 &H\

C(,'+,(- 26.15 &H\

C+), $ C+), $

M*#- 36 ' C(,'+,(- 125 '

C+), $

C(,'+,(- 33.35 &H\

M*#- "2 ' C(,'+,(- 11" ' C(,'+,(- 11" ' C(,'+,(- 11" ' C(,'+,(- 11" '

C+), $ C+), $ C+), $ C+), $

C+(#&*( >$-8&/'( *#( Capt*lo ;(+. %norma NT7 7(454: .44<'

 A/(- #@$/-/ /$'';# X  A/(- %+)$/-/ /$'';# X  A/(- #@$/-/ /$'';# !  A/(- %+)$/-/ /$'';# !

M*#- 0.001 C(,'+,(- 0.001 C(,'+,(- 0.001 C(,'+,(- 0.001 C(,'+,(- 0.001

C+), $ C+), $ C+), $ C+), $ Página 39

R$@$/$#'( N  N10  N11  N12 D$#%-#$% 45 G 54 G 125 Á/$( #$&( 23.63 \ A/(-% X]3H4^'H12.5 !]3H4^'H12.5 X%]3H4^'H12.5 !%]3H4^'H12.5 P$/$&/(," ]1H2^ C-)/-7(';# V(,-/$% D$&/- *#- $ ,(% 7(//(% Criterio de CYP7 8n"enieros M*#- 10   P(//,,( #@$/-/ C(,'+,(- 1.05   P(//,,( %+)$/-/ C(,'+,(- 1.05 

E%&(-

C+), $ C+), $

S$)(/(';# G( $#&/$ 7(//(% Criterio de CYP7 8n"enieros

 A/(- #@$/-/ /$'';# X  A/(- #@$/-/ /$'';# !  A/(- %+)$/-/ /$'';# X  A/(- %+)$/-/ /$'';# !

MG- 30 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 '

C+), $ C+), $ C+), $ C+), $

S$)(/(';# *#( $#&/$ 7(//(% Recomendación del liro =C>lc*lo de estr*ct*ras de c imentación=- ?( Cala#era( 7d( 8NT7M@C- +<<+

 A/(- #@$/-/ /$'';# X  A/(- #@$/-/ /$'';# !  A/(- %+)$/-/ /$'';# X  A/(- %+)$/-/ /$'';# !

M*#- 10 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 ' C(,'+,(- 12.5 '

C+), $ C+), $ C+), $ C+), $

L-#>&+ $ (#',(?$ Criterio del liro =C>lc*lo de estr*ct*ras de cimentación=- ?( Cala#era( 7d( 8NT7M@C- +<<+

 A/(- #@. /$'';# X ('( $/  A/(- #@. /$'';# X ('( <  A/(- #@. /$'';# ! ('( (//7(  A/(- #@. /$'';# ! ('( (7(?-  A/(- %+). /$'';# X ('( $/  A/(- %+). /$'';# X ('( <  A/(- %+). /$'';# ! ('( (//7(  A/(- %+). /$'';# ! ('( (7(?- L-#>&+ *#( $ ,(% )(&,,(%  A/(- #@. /$'';# X ('( $/

M*#- 30 ' C(,'+,(- 262 ' M*#- 30 ' C(,'+,(- 115 '

C+), $

M*#- 30 ' C(,'+,(- 250 ' M*#- 3 ' C(,'+,(- 115 ' M*#- 30 ' C(,'+,(- 1" ' M*#- 30 ' C(,'+,(- 50 '

C+), $

M*#- 30 ' C(,'+,(- 14 ' M*#- 3 ' C(,'+,(- 4 '

C+), $

C+), $

C+), $ C+), $ C+), $

C+), $

M*#- 30 ' C(,'+,(- 115 '

C+), $ Página 40

R$@$/$#'( N  N10  N11  N12 D$#%-#$% 45 G 54 G 125 Á/$( #$&( 23.63 \ A/(-% X]3H4^'H12.5 !]3H4^'H12.5 X%]3H4^'H12.5 !%]3H4^'H12.5 P$/$&/(," ]1H2^ C-)/-7(';# V(,-/$%  A/(- #@. /$'';# X ('( < C(,'+,(- 115 '  A/(- #@. /$'';# ! ('( (//7( C(,'+,(- 115 '  A/(- #@. /$'';# ! ('( (7(?- C(,'+,(- 115 '  A/(- %+). /$'';# X ('( $/  A/(- %+). /$'';# X ('( <

C(,'+,(- 50 ' C(,'+,(- 50 '

 A/(- %+). /$'';# ! ('( (//7(  A/(- %+). /$'';# ! ('( (7(?-

C(,'+,(- 4 ' C(,'+,(- 4 '

E%&(C+), $ C+), $ C+), $ C+), $ C+), $ C+), $ C+), $

S$ '+),$# &-(% ,(% '-)/-7('-#

%$Página 41

II.- Memoria de Cálculo de Analisis de Trafico y Estructura

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