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Ejemplo Armadura Simple 1 - Metodo Rigideces (3)
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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
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