Hoja1MTODO ESTTICO DE ANLISIS SSMICO (Considerando el Periodo fundamental de vibracin de la estructura)

c =0.16Q' =4.0F.C. =1.5

NivelWiTonhimWi*hiTon*mWi*hi^2Ton*m2FiTonViTonUricmUaicmWi*Uri^2Wi*Uai^2Fi*UriFi*UaiTriTai4100.0012.001,200.0014,400.0010.111.0116.535102.214,270.6210.2266.04410.113120.009.001,080.009,720.009.091.9205.524442.373,661.7517.4650.24319.202120.006.00720.004,320.006.061.6843.604340.301,558.6610.2121.85225.261140.003.00420.001,260.003.541.9201.920516.10516.106.796.79128.80S =480.003,420.0029,700.001,400.9810,007.1344.68144.921.12 seg1.67 seg