Reporte Ensayo Traccion R1 USAC

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No Carga en KG ec elongacions extensometro deformaciones unitarias Esfuerzo nominal hi 1 500 0.7 0.000592074 0.011655 394.7050476 5.091655 2 1000 1.7 0.001437894 0.028305 789.4100951 5.108305 3 1500 2.6 0.002199132 0.04329 1184.115143 5.12329 4 2000 3.8 0.003214116 0.06327 1578.82019 5.14327 5 2500 4.6 0.003890772 0.07659 1973.525238 5.15659 6 3000 6.2 0.005244084 0.10323 2368.230285 5.18323 7 3500 7 0.00592074 0.11655 2762.935333 5.19655 8 3700 27 0.02283714 0.44955 2920.817352 5.52955 9 4000 241 0.20384262 4.01265 3157.640381 9.09265 10 5000 13% 0.006604 0.13 3947.050476 5.21 11 6000 22% 0.011176 0.22 4736.460571 5.3 12 6300 27% 0.013716 0.27 4973.283599 5.35 13 6000 33% 0.016764 0.33 4736.460571 5.41 14 5000 36% 0.018288 0.36 3947.050476 5.44 15 3900 44% 0.022352 0.44 3078.699371 5.52 An long o Diametro o 1.2667687 5.08cm 1.27 cm

Transcript of Reporte Ensayo Traccion R1 USAC

  • No Carga en KG ec

    elongacions

    extensometro

    deformaciones

    unitarias

    Esfuerzo

    nominal hi

    1 500 0.7 0.000592074 0.011655 394.7050476 5.091655

    2 1000 1.7 0.001437894 0.028305 789.4100951 5.108305

    3 1500 2.6 0.002199132 0.04329 1184.115143 5.12329

    4 2000 3.8 0.003214116 0.06327 1578.82019 5.14327

    5 2500 4.6 0.003890772 0.07659 1973.525238 5.15659

    6 3000 6.2 0.005244084 0.10323 2368.230285 5.18323

    7 3500 7 0.00592074 0.11655 2762.935333 5.19655

    8 3700 27 0.02283714 0.44955 2920.817352 5.52955

    9 4000 241 0.20384262 4.01265 3157.640381 9.09265

    10 5000 13% 0.006604 0.13 3947.050476 5.21

    11 6000 22% 0.011176 0.22 4736.460571 5.3

    12 6300 27% 0.013716 0.27 4973.283599 5.35

    13 6000 33% 0.016764 0.33 4736.460571 5.41

    14 5000 36% 0.018288 0.36 3947.050476 5.44

    15 3900 44% 0.022352 0.44 3078.699371 5.52

    An long o Diametro o

    1.2667687 5.08cm 1.27 cm

  • Ai

    Esfuerzo

    Real

    Modulo

    Young

    Modulo

    Resilencia Atrapecios

    Modulo

    tenacidad

    Modulo

    Poison

    1.26386901 395.610617 33943.4248 2.30542087 23.6586206 25.9640414 42.5621707

    1.25974956 793.808571 28044.8179 11.2343758 70.6472697 81.8816455 17.5255997

    1.25606495 1194.20576 27586.1807 25.8485838 147.209195 173.057778 11.459046

    1.25118553 1598.48396 25264.485 50.5680402 248.415516 298.983556 7.84039987

    1.24795359 2003.27963 26155.8902 76.7155935 390.367239 467.082833 6.47685207

    1.24153954 2416.35478 23407.486 124.720152 563.86379 688.583942 4.80540637

    1.23835718 2826.32512 24249.8938 164.704097 1608.7862 1773.49029 4.25621707

    1.16378096 3179.29244 7072.16649 714.625459 13561.647 14276.2725 1.10346369

    0.70773482 5651.83442 1408.50421 11339.4167 14716.1238 26055.5405 0.12362456

    1.23516027 4048.05768 31138.9052 263.123749 1519.61443 1782.73818 3.81586231

    1.21418585 4941.58289 22461.7404 543.574118 2378.88732 2922.46144 2.25482773

    1.20283831 5237.61167 19398.5618 707.077576 2912.92325 3620.00083 1.83726704

    1.18949815 5044.14404 15285.285 832.283767 2995.81131 3828.09508 1.50321848

    1.18293842 4226.76272 11741.0076 760.81729 2810.29994 3571.11723 1.37795028

    1.16579438 3345.35838 7603.08722 735.978843 677.313862 1413.2927 1.12741386

  • Modulo

    Rigidez

    389.597491

    756.920649

    1107.07436

    1428.92207

    1749.1245

    2016.00754

    2306.78199

    1681.07644

    626.768165

    3232.95219

    3450.52677

    3418.52943

    3053.12642

    2468.72436

    1786.93186