Trabajo de pruba de traccion

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TABLA ACERO

|CARGA (Kgf) |DEFORMACION |ESFUERZO |DEFORMACION UNITARIA |
|  |ρ1 (mm) |ρ2 (mm)|Kg/cm² |Psi |ξ1 (mm/mm) |ξ2 (mm/mm) |
|0 |0 |0 |0 |0 |0|0 |
|500 |0.84 |0.001 |250 |3550 |8.45E-03 |2.44E-05 |
|1500 |1.55|0.005 |750 |10650 |1.56E-02 |1.22E-04 |
|2000 |1.24 |0.01 |1000 |14200 |1.25E-02|2.44E-04 |
|2500 |1.53 |0.012 |1250 |17750 |1.54E-02 |2.93E-04 |
|3000 |1.64|0.015 |1500 |21300 |1.65E-02 |3.66E-04 |
|3500 |1.8 |0.02 |1750 |24850|2.01E-02 |4.88E-04 |
|4000 |2 |0.03 |2000 |28400 |2.01E-02 |7.32E-04 |
|4500 |2.21|0.04 |2250 |31950 |2.22E-02 |9.76E-04 |
|5000 |2.46 |0.055 |2500 |35500|2.47E-02 |1.34E-03 |
|5300 |2.64 |0.06 |2650 |37630 |2.66E-02 |1.46E-03 |
|5400|2.79 |  |2700 |38340 |2.81E-02 |  |
|5500 |3 |  |2750 |39050...
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