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problem3-9

# problem3-9 - TARIQ ELHASSANI Problem 2-9 Su 60 64 65 82 101...

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TARIQ ELHASSANI Problem 2-9 60 30 3600 1800 64 48 4096 3072 65 29.5 4225 1917.5 82 45 6724 3690 101 51 10201 5151 119 50 14161 5950 120 48 14400 5760 130 67 16900 8710 134 60 17956 8040 145 64 21025 9280 180 84 32400 15120 195 78 38025 15210 205 96 42025 19680 207 87 42849 18009 210 87 44100 18270 213 75 45369 15975 225 99 50625 22275 225 87 50625 19575 227 116 51529 26332 230 105 52900 24150 238 109 56644 25942 242 106 58564 25652 265 105 70225 27825 280 96 78400 26880 295 99 87025 29205 325 114 105625 37050 325 117 105625 38025 355 122 126025 43310 SUM 5462 2274.5 1251868 501855.5 y = mx+b m= 0.3121 b=20.357 S u S' e S 2 u S u S'e 0 50 100 150 200 250 300 350 400 0 20 40 60 80 100 120 140 R² = 0.88 f(x) = 0.31x + 20.36 R² = 0.88 Column E Linear Re- gression for Column E Linear Re- gression for Column E Su S'e

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TARIQ ELHASSANI Problem 3-9 ELASTIC STATE load P, lbf Elongation,stress strain 1000 0.0004 5050.51 0.0002 2000 0.0006 10101.01 0.0003 3000 0.0010 15151.52 0.0005 4000 0.0013 20202.02
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problem3-9 - TARIQ ELHASSANI Problem 2-9 Su 60 64 65 82 101...

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