drifts en x
TRANSCRIPT
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2 VERIFICACION DE PARTICIPACION MODAL DE MAS
Mode Period UX UY UZ
1 0.317255 85.6854 0.0008 02 0.289568 0.0055 84.7933 03 0.273867 0.1581 1.124 04 0.156179 0.4782 0.0398 05 0.147601 13.6402 0.0083 06 0.137862 0.0147 3.5651 07 0.120872 0 0.0004 08 0.110286 0.0002 9.9564 09 0.102779 0.0007 0.1225 0
10 0.099104 0.0001 0.3885 011 0.090027 0.016 0 012 0.041583 0 0 9.9867
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S
SumUX SumUY SumUZ
85.6854 0.0008 085.6909 84.7941 0
85.849 85.9181 086.3272 85.9578 099.9674 85.9661 099.9821 89.5312 099.9821 89.5316 099.9823 99.488 0
99.983 99.6105 099.9831 99.999 099.9992 99.999 099.9992 99.999 9.9867
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VERIFICACION DE CORTANTE BASAL MINI
PERÚ: NTE E.030 Diseño Sismorresistente - altura de la eV: Cortante basalZ: Factor Zona
: Factor !e so e im"ortanciaS: Factor !e s#elo
P: Peso total !e la e!i$icaci%n &P'Pcm ( ) Pc*+V'Z CS,R PV'c PCoe$iciente s smico: c'Z CS,R
Z= 0.3 DATO DE ETA!"#= 1.5 $="= 1.2 %= &'( $=
T$= 0.6)*= 8)+= 8
,A ,# A-O" E $E) ODO DE / !)A, O # DA-E TA
coe . "i &ico
coe . "i &ico c = 0.169
cortante a al &ini&a Vx= 59.834
CORTANTE DINAMICO DEL ETABS EN
"tor oad oc $ /*$ "O 2 " "-O* To% 0 25.99$ "O 2 " "-O* !otto& 0 25.99
$ "O 1 " "-O* To% 0 56.55$ "O 1 " "-O* !otto& 0 56.55CORTANTE DINAMICO DEL ETABS EN
"tor oad oc $ /*$ "O 2 " "-O+ To% 0 0$ "O 2 " "-O+ !otto& 0 0$ "O 1 " "-O+ To% 0 0$ "O 1 " "-O+ !otto& 0 0
R: Factor !e re!#cci%n !e solicitaciones s smicas
= ( ∗ ∗ ∗ / ∗
= ( ∗ ∗ ∗ / ∗ c= ( ∗ ∗ ∗
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DIRECCION CORTE
* 59.834 90.00 53.850 56.55 + 59.834 90.00 53.850 56.55
CORTEESTATICO
CORTEBASALMINIMO
CORTEBASALACTUANTE
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O
dfcacion= !"#,t= 35 %ortico de concreto,t= 45 dual,t= 60 &uro
T:= 0.19
, = 7.84, = 2.50
, = 7.84, = 2.50
-A"A TOTA36.18 tn 2;&
$%&"%# tn
c = 0.169
Vx= 59.834
DIRECCION X
/+ T -* -+0 93.179 0 00 93.179 0 90.973
0 208.33 0 90.9730 208.33 0 271.944IRECCION Y
/+ T -* -+25.99 196.925 0 025.99 196.925 90.973 056.55 423.629 90.973 056.55 423.629 271.944 0
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O< O<
VERIFICACION
FACTOR DEAMPLIFICACION