area(mm^2)= 50carga(N) longitud(mm) tension(N/m^2) alargamiento unitario

0 100 0 01394 100.03 27.88 0.00032808 100.08 56.16 0.00085686 100.13 113.72 0.00137502 100.2 150.04 0.0028221 100.25 164.42 0.00259969 100.64 199.38 0.0064

12979 101.91 259.58 0.019114241 103.18 284.82 0.031814483 104.45 289.66 0.044513968 105.72 279.36 0.057212625 106.99 252.5 0.0699

elongacion en la fractura

0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080

50

100

150

200

250

300

350

alargamiento

esfu

erzo

0 0.0005 0.001 0.0015 0.002 0.0025 0.0030

20

40

60

80

100

120

140

160

180f(x) = 68258.7117212249 x + 6.87248152059134R² = 0.972680536535156

Axis Title

Axis Title

0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080

50

100

150

200

250

300

350

alargamiento

esfu

erzo