Grafica
3
Bitacora del Enasayo Estatico de Tension Material: Acero Suave A 618 Estandar: ASTM E8 Li = 8 plg Lf = 10.5 Di = 1 plg Df = 0.613 Ai = 0.7853975 Af = 0.2951280332 No. Carga Desplazamiento Deformacion Esfuerzo Ctvo. P (lb) 1 0 0 0 0 2 3410 0.001 0.000125 4341.7505149 3 6450 0.002 0.00025 8212.4020003 4 9160 0.003 0.000375 11662.884081 5 12370 0.004 0.0005 15749.986472 6 14830 0.005 0.000625 18882.158397 7 18020 0.006 0.00075 22943.795976 8 20780 0.007 0.000875 26457.940088 9 23640 0.008 0.001 30099.408261 10 26370 0.009 0.001125 33575.355155 11 29250 0.01 0.00125 37242.288141 12 31600 0.011 0.001375 40234.403598 13 31710 0.0114 0.001425 40374.460066 14 31520 0.012 0.0015 40132.544349 15 31390 0.015 0.001875 39967.023068 16 31100 0.02 0.0025 39597.783288 17 31633 0.025 0.003125 40276.420539 18 31650 0.0375 0.0046875 40298.065629 19 31700 0.05 0.00625 40361.72766 20 31800 0.1 0.0125 40489.051722 21 37200 0.2 0.025 47364.551071 22 41400 0.3 0.0375 52712.161676 23 47200 0.5 0.0625 60096.957273 24 50200 0.7 0.0875 63916.679134 25 52200 0.9 0.1125 66463.160374 26 53100 1.1 0.1375 67609.076932 27 53400 1.3 0.1625 67991.049118 28 53500 1.5 0.1875 68118.37318 29 53300 1.7 0.2125 67863.725056 30 53000 1.9 0.2375 67481.75287 31 53000 2.1 0.2625 67481.75287 32 38800 2.5 0.3125 49401.736064 plg 2 d (plg) e (plg/plg) s (psi)
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BITACORA TensionBitacora del Enasayo Estatico de TensionMaterial:Acero Suave A 618Estandar:ASTM E8Li =8plgLf =10.5plgDi =1plgDf =0.613plgAi =0.7853975plg2Af =0.2951280332plg2No.CargaDesplazamientoDeformacionEsfuerzoCtvo.P (lb)d (plg)e (plg/plg)s (psi)10000234100.0010.0001254341.7505148667364500.0020.000258212.402000261491600.0030.00037511662.88408099085123700.0040.000515749.98647181846148300.0050.00062518882.15839749947180200.0060.0007522943.7959759238207800.0070.00087526457.94008766269236400.0080.00130099.408261421810263700.0090.00112533575.355154555511292500.010.0012537242.288140718612316000.0110.00137540234.40359817813317100.01140.00142540374.460066399514315200.0120.001540132.544348562415313900.0150.00187539967.023067936916311000.020.002539597.783288080217316330.0250.00312540276.420538644418316500.03750.004687540298.065629187819317000.050.0062540361.727660197520318000.10.012540489.051722217121372000.20.02547364.551071272822414000.30.037552712.16167609423472000.50.062560096.957273227924502000.70.087563916.679133814425522000.90.112566463.160374205426531001.10.137567609.076932381427534001.30.162567991.0491184428535001.50.187568118.373180459629533001.70.212567863.725056420530530001.90.237567481.752870361831530002.10.262567481.752870361832388002.50.312549401.7360635856
Grfico104341.75051486678212.40200026111662.884080990815749.986471818418882.158397499422943.79597592326457.940087662630099.408261421833575.355154555537242.288140718640234.40359817840374.460066399540132.544348562439967.023067936939597.783288080240276.420538644440298.065629187840361.727660197540489.051722217147364.551071272852712.16167609460096.957273227963916.679133814466463.160374205467609.076932381467991.0491184468118.373180459667863.725056420567481.752870361867481.752870361849401.7360635856
Esfuerzo s (psi)Deformacion unitaria (plg/plg)Esfuerzo (psi)Acero Suave A 618
