compresionperfil

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Perfil I= 3.11 cm4 1.5x1.5x1/8 A= 2.31854375 cm2 L= 100.1 cm E= 2100000 kg/cm2 1 P (psi) D. VERTICAL(mm) D.HORIZONTAL(mm) Esfuerzo (kg/cm2) 0 74.5 92 0 200 76 92 14.074 400 78 90 28.148 600 79.2 80 42.222 500 80 70 35.185 450 81.6 60 31.6665 320 83 50 22.5184 2 L=100.0 P (psi) D. VERTICAL(mm) D.HORIZONTAL(mm) Esfuerzo (kg/cm2) 0 74.2 88 0 100 75 88 7.037 200 75.6 88 14.074 300 75.9 88 21.111 400 75.95 90 28.148 500 76.7 92 35.185 600 77 104 42.222 510 79 115 35.8887 460 79.9 112 32.3702 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0 10 20 30 40 50 esfuerzo- deformacion axial 1 0 0.1 0. 0 5 10 15 20 25 30 35 40 45 Esfuerz 50 esfuerzo-flecha 1 es

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compresion de perfiles de acero

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PerfilI=3.11cm41.5x1.5x1/8A=2.31854375cm2L=100.1cmE=2100000kg/cm21AxialP (psi)D. VERTICAL(mm)D.HORIZONTAL(mm)Esfuerzo (kg/cm2)desplazam (cm)def unit(%)Flecha074.5920000P200769214.0740.150.15 00400789028.1480.350.35 -232.631184737560079.28042.2220.470.47 -1265.262369475500807035.1850.550.55 -2297.893554212545081.66031.66650.710.71 -3281.5779618438320835022.51840.850.85 -4273.42016565942L=100.0AxialP (psi)D. VERTICAL(mm)D.HORIZONTAL(mm)Esfuerzo (kg/cm2)desplazam (cm)def unit(%)Flecha074.2880000P10075887.0370.080.08 0020075.68814.0740.140.14 016.315592368830075.98821.1110.170.17 032.631184737540075.959028.1480.1750.18 248.946777106250076.79235.1850.250.25 465.2623694756007710442.2220.280.28 1681.57796184385107911535.88870.480.48 2797.893554212546079.911232.37020.570.57 2483.2095210806