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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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Page 1: graficos

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

Page 2: graficos

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

)

Page 3: graficos

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

)