Hoja1

TiempoL(cm)d(cm)Area(cm2)2.4230.4815.24182.415PuntoCargaDeformacin Total (mm)Esfuerzo (Kg/cm2)Deformacin Unitaria * 10^-3

110000.055.480.1640ESF. MAX = 150220000.1510.960.4921330000.516.451.6404440000.821.932.6247550000.9527.413.1168660001.1532.893.7730770001.3538.374.4291880001.4543.864.7572990001.649.345.249310100001.7554.825.741511110001.8560.36.06961212000265.786.561713130002.0771.276.791314140002.176.756.889815150002.1882.237.152216160002.2687.717.414717170002.3393.197.644418180002.3598.687.710019190002.48104.168.136520200002.55109.648.366121210002.58115.128.464622220002.65120.68.694223230002.69126.098.825524240002.77131.579.087925250002.84137.059.317626260002.9142.539.514427270003148.019.842528280003.05153.510.006629290003.1158.9810.170630300003.25164.4610.662731310003.28169.9410.761232320003.35175.4210.990833330003.38180.9111.089234340003.42186.3911.220535350003.46191.8711.351736360003.51197.3511.515737370003.56202.8311.679838380003.61208.3211.843839390003.67213.812.040740400003.78219.2812.401641410003.83224.7612.565642420003.95230.2412.9593

ESF. max = 270

Hoja2

TiempoL(cm)d(cm)Area(cm2)2 min30.4815.24182.415PuntoCargaDeformacin Total (mm)Esfuerzo (Kg/cm2)Deformacin Unitaria * 10^-3

10000220000.210.96400.6562340000.721.92802.2966460001.132.89203.6089580001.2543.85604.10106100001.7554.82015.74157120001.8565.78416.0696814000276.74816.56179160002.1587.71217.053810180002.2898.67617.480311200002.31109.64017.578712215002.4117.86317.8740