Good Stuff Happens in 1:1 Meetings: Why you need them and how to do them well
APLICACION DE LA NORMA E.030 E IRREGULARIDADES.pptx
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26. VX C.M. UX
Despl.
Relativo Δ UX
K
tonf m m tonf/m
Story5 SISMO DIN X Max 22.229 0.0094 0.0019 11893.26
Story4 SISMO DIN X Max 40.356 0.0076 0.0021 19062.92 160.28% No irregular
Story3 SISMO DIN X Max 53.473 0.0054 0.0022 23871.65 125.23% No irregular 18275.94
Story2 SISMO DIN X Max 61.987 0.0032 0.0020 30640.93 128.36% No irregular 24525.17 167.66% No irregular
Story1 SISMO DIN X Max 65.932 0.0012 0.0012 56303.59 183.75% No irregular 229.57% No irregular
OBS.
Story Load Case/Combo
% Rigidez de piso
i con respecto a
piso i+1
% Rigidez de piso i con
respecto a promedio
de 3 pisos superiores
Rigidez
promedio de 3
pisos superiores
OBS.
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40. Story Load Case/Combo Direction Drift
Drift x 0.75 x R
(R=6)
Drift
control
Obs.
Story5 SISMO DIN X Max X 0.00081 0.0036 0.007 ok
Story4 SISMO DIN X Max X 0.00091 0.0041 0.007 ok
Story3 SISMO DIN X Max X 0.00096 0.0043 0.007 ok
Story2 SISMO DIN X Max X 0.00086 0.0039 0.007 ok
Story1 SISMO DIN X Max X 0.00041 0.0018 0.007 ok
CHEQUEO FINAL
