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dezplazamientos relativos con norma t.030
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sismo severo (R=3) EN EL SENTIDO X
Fi (Tn) Ps (Tn) Distorsion18.52 28.8 11.25 25.3125 7.2 0.00285149 <0.00515.99 33.15 8.05 18.1125 7.515 0.00297624 <0.00510.66 33.15 4.71 10.5975 6.7725 0.00268218 <0.005
5.33 33.15 1.7 3.825 3.825 0.00151485 <0.005
sismo moderado (R=6) EN EL SENTIDO X
Fi (Tn) Ps (Tn) Distorsion9.26 28.8 5.625 12.65625 3.6 0.00142574 <0.005
7.995 33.15 4.025 9.05625 3.7575 0.00148812 <0.0055.33 33.15 2.355 5.29875 3.38625 0.00134109 <0.005
2.665 33.15 0.85 1.9125 1.9125 0.00075743 <0.005
sismo severo (R=3) EN EL SENTIDO Y
Fi (Tn) Ps (Tn) Distorsion18.52 28.8 11.73 26.3925 7.1775 0.00284257 <0.00515.99 33.15 8.54 19.215 7.74 0.00306535 <0.00510.66 33.15 5.1 11.475 7.245 0.00286931 <0.005
5.33 33.15 1.88 4.23 4.23 0.00167525 <0.005
sismo severo (R=3) EN EL SENTIDO Y
Fi (Tn) Ps (Tn) Distorsion
18.52 28.8 5.64 12.69 3.645 0.0014436 <0.00515.99 33.15 4.02 9.045 3.8025 0.0015059 <0.00510.66 33.15 2.33 5.2425 3.33 0.0013188 <0.0055.33 33.15 0.85 1.9125 1.9125 0.0007574 <0.005
Desplazamientos elasticos (mm)
desplazamiento inelastico (mm)
desplazamiento relativo
Desplazamientos elasticos (mm)
desplazamiento inelastico (mm)
desplazamiento relativo
Desplazamientos elasticos (mm)
desplazamiento inelastico (mm)
desplazamiento relativo
Desplazamientos elasticos (mm)
desplazamiento inelastico (mm)
desplazamiento
relativo
DIRECCION XMURO L E H H/L 4(H/L)¨3 3(H/L) Kx/E1X 220 15 240 1.09090909 5.1930879 3.27272727 1.771831742X 200 15 240 1.2 6.912 3.6 1.426940643X 220 25 240 1.09090909 5.1930879 3.27272727 2.953052894X 400 15 240 0.6 0.864 1.8 5.63063063
11.7824559Ycr= 1.95771335
DIRECCION YMURO L E H H/L 4(H/L)¨3 3(H/L) Kx/E1Y 510 15 240 0.47058824 0.41685325 1.41176471 8.20291632Y 300 25 240 0.8 2.048 2.4 5.62050363Y 510 15 240 0.47058824 0.41685325 1.41176471 8.2029163
22.0263362Xcr= 3.48293089
DIRECCION XMURO L E H PESO (Tn) Y P*Y1X 220 15 240 1.4256 5.025 7.163642X 200 15 240 1.296 5.025 6.51243X 220 25 240 2.376 2.225 5.28664X 400 15 240 2.592 0.075 0.1944
7.6896 19.15704Ycm= 2.49129213
DIRECCION YMURO L E H PESO (Tn) X P*X1Y 510 15 240 3.3048 0.075 0.247862Y 300 25 240 3.24 3.725 12.0693Y 510 15 240 3.3048 6.725 22.22478
9.8496 34.54164Xcm= 3.50690789
dX Kx/E*Y5.025 8.903454475.025 7.170376712.225 6.570542690.075 0.4222973
23.0666712
dY Kx/E*Y0.075 0.615218723.725 20.93637596.725 55.1646121
76.7162067
