CERO

0 0

1 3

2 1

4.80 m 4.80 m

N BARRA L A P h v E h PL/AE v PL/AE

m m2 kg Kg/m2 m m

1 12 T 4.80 0.0005 20.00 1.00 - 2.00E+08 9.60E-04 0.00E+00

2 23 T 4.80 0.0005 10.00 1.00 - 2.00E+08 4.80E-04 0.00E+00

= 1.44E-03 = 0.00E+00

desplazamiento horizontal h= 1.44E-03 m

desplazamiento vertical v= 0.00E+00 m

PROBLEMA. METODO DE LA CARGA UNITARIA FICTICIA