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

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

)