N M (Kg) Lo (cm) Lf(cm) D (mm) N1 0 20 20 1 12 1700 20 20.1 1 23 2200 20.1 20.15 0.9 34 2700 20.15 20.2 0.9 45 3200 20.2 20.25 0.85 56 3700 20.25 20.3 0.85 67 4700 20.3 20.4 0.8 78 5700 20.4 20.45 0.75 89 8700 20.45 20.5 0.65 9

10 10700 20.5 20.55 0.65 1011 12700 20.55 20.6 0.65 1112 16700 0 0 12

F (N) E A

0 0 0.7853981616660 0.005 0.7853981621560 0.00746269 0.6361725126460 0.00992556 0.6361725131360 0.01237624 0.5674501736260 0.01481481 0.5674501746060 0.01970443 0.5026548255860 0.02205882 0.4417864785260 0.02444988 0.33183072

104860 0.02682927 0.33183072124460 0.02919708 0.33183072163660 0 0 0 20000 40000 60000 80000 100000 120000 140000 160000 180000

0

0.005

0.01

0.015

0.02

0.025

0.03

0.035

ESFUERZO vs DEFORMACION

0 5000 10000 15000 20000 25000 30000 35000 40000 45000 500000

0.005

0.01

0.015

0.02

0.025

f(x) = 3.99113546388463E-07 x

0 20000 40000 60000 80000 100000 120000 140000 160000 1800000

0.005

0.01

0.015

0.02

0.025

0.03

0.035

ESFUERZO vs DEFORMACION

0 5000 10000 15000 20000 25000 30000 35000 40000 45000 500000

0.005

0.01

0.015

0.02

0.025

f(x) = 3.99113546388463E-07 x