graficos
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Deformación (mm) Componete Vertical Peso ( KG) Carga Descarga 0 0 0.002 10 0.004 0.006 20 0.008 0.01 30 0.012 0.014 40 0.016 0.018 50 0.02 0.022 60 0.024 0.026 70 0.028 0.03 80 0.034 0.034 90 0.038 0.032
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Deformación (mm) Deformación (mm)Componete Vertical Componente Horizontal
Peso ( KG) Carga Descarga Peso ( KG)0 0 0.002 010 0.004 0.006 1020 0.008 0.01 2030 0.012 0.014 3040 0.016 0.018 4050 0.02 0.022 5060 0.024 0.026 6070 0.028 0.03 7080 0.034 0.034 8090 0.038 0.032 90
Deformación (mm)Componente Horizontal
Carga Descarga0 0.002
0.004 0.0040.008 0.010.012 0.0160.018 0.020.022 0.0240.026 0.0280.032 0.0340.036 0.0380.042 0.042
0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.040
20
40
60
80
100
10; 9010; 90
Deformación
Carga Descarga
Carga - Descargas
Peso
( KG
)
0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.0450
20
40
60
80
100
f(x) = 2168.68848706798 x − 2.27740901808194R² = 0.996282347392441
f(x) = 2142.85714285714 x + 2.14285714285715R² = 0.997402597402597
Deformación
Carga Linear (Carga)Descarga Linear (Descarga)
Carga - Descarga
Peso
( KG
)
0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.040
20
40
60
80
100
10; 9010; 90
Deformación
Carga Descarga
Carga - Descargas
Peso
( KG
)
0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.0450
20
40
60
80
100
f(x) = 2168.68848706798 x − 2.27740901808194R² = 0.996282347392441
f(x) = 2142.85714285714 x + 2.14285714285715R² = 0.997402597402597
Deformación
Carga Linear (Carga)Descarga Linear (Descarga)
Carga - Descarga
Peso
( KG
)
