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  123 9.81 0.251  2.46231 Masa (kg)PesoLargo 0.512  5.02272 ±0.10 kg(N)±0,05 mm 1.014  9.94734  1  0.251 2.46231 1.18 1.126  11.04606  2  0.512 5.02272 1.15 1.014  9.94734  3  1.014 9.94734 1.08 0.512  5.02272  4  1.264 12.39984 1.05 0.251  2.46231  4  1.014 9.94734 1.06 0  0  3  0.512 5.02272 1.09 2  0.251 2.46231 1,10 1  0 0 1.2  0.324 AnchoLong. FinalÁrea actual! L±0,05 mm(m)(cm#cm) 0,30 0.345 0.354 6.96 0.06 0.0210.29 0.354 0.334 15.06 0.09 0.030.25 0.403 0.270 36.84 0.24 0.0790.24 0.444 0.252 49.21 0.37 0.120.25 0.439 0.265 37.54 0.35 0.1150.27 0.379 0.294 17.07 0.17 0.0550.3 0.356 #VALUE! #VALUE! 0.10 0.0320.3 0.334 0.360 0.00 0.03 0.01 0.3540.33356.955677970.270.2520.2650.29430.330.3600 (cm $ )(N#cm $ )  1. Determine la variación del esfuerzo real vs la defo !(cm#cm) 0.047 7.640.1 14.790.169 22.330.281 29.8 !(cm#cm) 0.288 23.590.203 15.240.119 7.740.053 0 (N#cm $ )(N#cm $ ) 00.050.10.150.2005101520253035f,+-  93.2969/4042/+  4.7154251316)  0.97305/5293 Carga  Deformacion unitaria    #   s    f   u   e   r   z   o    ,   4    5   c   m   2    -   rmación unitaria durante el proceso de carga  durante el proceso de descarga de la !anda de cauc o. #n .250.3
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