CE 231270 - Torque AxialStrain1 AxialStrain2 100 22 200 44...

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Torque Axial Strain 1 Axial Strain 2 Shear Strain Shear Stress Shear Modulus 100 22 20 21 482.75 22.99 200 44 42 43 965.51 22.45 300 65 63 64 1448.26 22.63 400 88 88 88 1931.02 21.94 500 109 110 109.5 2413.77 22.04 600 132 133 132.5 2896.53 21.86 700 153 152 152.5 3379.28 22.16 800 177 173 175 3862.04 22.07 0 20 40 60 80 100 120 140 160 180 200 0 500 1000 1500 2000 2500 3000 3500 4000 4500 f(x) = 21.89x + 23.52 Shear Strain (micro radian) Shear Stress (psi)
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Diameter 1.02 0 100 200 300 400 500 600 700 800 900 0 5 10 15 20 25 f(x) = 0x + 22.81 R² = 0.58 Column F Linear Regression for Column F
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ColumnColumn2 Column3 Column4 ColumColumn6 Column7 Column8 Steel Load (lbStress (psi) Theoretical Strain 1 StrainAverage ExCross SectioPercent Difference in Strain 400 2854.08 1.03E-04 123 85 103.82 0.14 1.01 600 4281.13 1.54E-04 179 130 154.48 0.20 800 5708.17 2.06E-04 236 174 205.4 0.08 1000 7135.21 2.57E-04 293 221 256.83 0.05 1200 8562.25 3.08E-04 350 266 308.52 0.06 1400 9989.3 3.60E-04
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This note was uploaded on 03/24/2010 for the course ENGR 231 taught by Professor Weiss during the Spring '10 term at Purdue North Central.

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CE 231270 - Torque AxialStrain1 AxialStrain2 100 22 200 44...

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