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