Metodo de Raileigh ALTURO DEL PIMER PISO 3m DEMAS PISOS 2.8 m PRIMERA MASA 0.25 Masas intermedias 0.23 Mase del Techo 0.2 Rigidez Primer Nivel 180 Tn/cm Rigidez Pisos Intermed 180 Tn/cm Rgidez Ultimo Piso 180 Tn/cm 1.- Selección de las Fuerzas Laterales 2.- Cortante de Piso 3.- Desplazamientos relativos de Cada Nivel 4.-Desplazamientos Total de cada Nivel 5.- Funcion de Forma 6.- Masa Generalizada m*=sumatoria(mi x Øi^2) 7.- Fuerza Generaizada p*=sumatoria(pi x Øi) 8.- Periodo Fundamental: T=2pi

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