Practica Pandeo
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Transcript of Practica Pandeo
2.20E+08 Pa
Modulo de Young 2.00E+11 Pa
Diametro 0.012 MtRadio de Giro 0.003 Mt
Inercia (Formula) 1.01788E-09 Mt^4
Area 0.0001131 Mt^2
Factor 1
F (KgF)F (New) L (m)
Probeta Longitud
10.00 98.1 1 1 151.00 500.31 1 2 0.9102.00 1000.62 1 3 0.8142.00 1393.02 1 4 0.7172.00 1687.32 1 5 0.6
187.00 1834.47 1 6 0.4190.00 1863.9 1193.00 1893.33 1204.00 2001.24 1210.00 2060.1 1217.00 2128.77 1232.00 2275.92 1254.00 2491.74 1256.00 2511.36 1272.00 2668.32 1274.00 2687.94 1275.00 2697.75 1278.00 2727.18 11.00 9.81 0.913.00 127.53 0.944.00 431.64 0.968.00 667.08 0.9109.00 1069.29 0.9150.00 1471.5 0.9191.00 1873.71 0.9210.00 2060.1 0.9242.00 2374.02 0.9293.00 2874.33 0.9346.00 3394.26 0.9368.00 3610.08 0.9374.00 3668.94 0.9378.00 3708.18 0.9
Esfuerzo de Fluencia
Apoyos Simples
0 50 100 150 200 250 300 3500
50000000
100000000
150000000
200000000
250000000
R² = 1
R² = 0.899325011544656
1.00 9.81 0.816.00 156.96 0.847.00 461.07 0.894.00 922.14 0.8152.00 1491.12 0.8208.00 2040.48 0.8251.00 2462.31 0.8271.00 2658.51 0.8294.00 2884.14 0.8297.00 2913.57 0.8299.00 2933.19 0.8309.00 3031.29 0.8312.00 3060.72 0.8315.00 3090.15 0.8316.00 3099.96 0.8317.00 3109.77 0.8318.00 3119.58 0.8321.00 3149.01 0.8324.00 3178.44 0.81.00 9.81 0.733.00 323.73 0.785.00 833.85 0.7142.00 1393.02 0.7198.00 1942.38 0.7237.00 2324.97 0.7288.00 2825.28 0.7340.00 3335.4 0.7383.00 3757.23 0.7432.00 4237.92 0.7452.00 4434.12 0.7465.00 4561.65 0.7496.00 4865.76 0.7508.00 4983.48 0.7530.00 5199.3 0.7541.00 5307.21 0.71.00 9.81 0.62.00 19.62 0.632.00 313.92 0.680.00 784.8 0.6123.00 1206.63 0.6187.00 1834.47 0.6216.00 2118.96 0.6314.00 3080.34 0.6397.00 3894.57 0.6519.00 5091.39 0.6627.00 6150.87 0.6733.00 7190.73 0.6797.00 7818.57 0.6
890.00 8730.9 0.6953.00 9348.93 0.6954.00 9358.74 0.618.00 176.58 0.483.00 814.23 0.4160.00 1569.6 0.4248.00 2432.88 0.4350.00 3433.5 0.4450.00 4414.5 0.4537.00 5267.97 0.4666.00 6533.46 0.4796.00 7808.76 0.4952.00 9339.12 0.41,109.00 10879.29 0.41,205.00 11821.05 0.41,369.00 13429.89 0.41,491.00 14626.71 0.41,497.00 14685.57 0.4
Long. Efec Cc Formula F(KgF) F (New)
1 333.333333 133.957961 Larga Euler 278.00 2727.18 24113565.40.9 300 133.957961 Larga Euler 378.00 3708.18 32787509.80.8 266.666667 133.957961 Larga Euler 324.00 3178.44 28103579.90.7 233.333333 133.957961 Larga Euler 541.00 5307.21 46926039.20.6 200 133.957961 Larga Euler 954.00 9358.74 82749429.6
166.665 133.957961 Igualdad Igualdad 1,225.50 12022.155 1062991890.4 133.333333 133.957961 Intermedia Jhonson 1,497.00 14685.57 129848948
0 2.20E+08
Relac. Esbeltez
Cond. Columna
Esfuerzo Critico
0 50 100 150 200 250 300 3500
50000000
100000000
150000000
200000000
250000000
R² = 1
R² = 0.899325011544656