Ejercicio 2CargaCarga (lbf)Carga (N)EsfuerzoDeformacin Deformacin Deformacin Unitaria1x10^-4 inLbf=9.2579X+49.5671lbf=4.448NMpa1x10^-3 inmm21.5248.611,105.830.44100.250.00554549.492,444.150.98200.510.01089873.523,885.421.55300.760.0151231,188.295,285.512.11401.020.0201521,456.776,479.702.59501.270.0251801,715.997,632.723.05601.520.0301921,827.088,126.873.25701.780.0362061,956.698,703.383.48802.030.0412242,123.349,444.603.78902.290.0462402,271.4610,103.474.041002.540.0512452,317.7510,309.364.121102.790.0562512,373.3010,556.444.221203.050.061

Carga (kN)Deformacin Unitaria1lbf=4.448N1.1060.0052.4440.0103.8850.0155.2860.0206.4800.0257.6330.0308.1270.0368.7030.0419.4450.04610.1030.05110.3090.05610.5560.061

Ejercicio 3Viga de maderaViga 6Viga 5Viga 4Laminas sueltasinerciaDeformacinCargaEsfuerzoDeformacinElsticaCargaEsfuerzoDeformacinCargaEsfuerzoDeformacinCargaEsfuerzoDeformacinCargaEsfuerzoDeformacinviga madera541441x10^-2mmkNmm/mmmmkNkN/mmmm/mmkNkN/mmmm/mmkNkN/mmmm/mmkNkN/mmmm/mmViga 34973.85926513250.120.06418827.5770.013580.000180.0101493085.5780.007040.002053164.8350.000050.013620531.5730.000290.0082214136.5030.00020Viga 6152.7330.250.11515837.3060.024370.000360.02051000817.2620.014300.0085413184.2420.000190.025438345.7330.000550.013322872.9310.00033Viga 54829.88208952670.350.17123549.3860.036230.000530.03211567133.3720.022390.012318989.0130.000270.034952687.6400.000750.017930783.8690.00044Viga 44939.130338560.470.23231950.0440.049150.000890.05162519130.2800.035990.018628715.0930.000410.049374426.9530.001060.025343510.1620.00062Laminas4335.74401666670.690.35548889.0760.075210.001250.07413617588.2500.051680.028644153.3150.000630.061993448.8520.001330.032555892.5000.000800.80.42157978.3120.089200.001640.09714740456.3980.067720.033752026.8080.000740.0774116848.8070.001670.041270854.4920.001011.010.54474917.3440.115260.002190.1326444286.7620.092060.042365303.6790.000930.103155496.4740.002220.051288052.1850.001261.090.56878222.5210.120340.002650.1658055358.4520.115080.055485527.7500.001220.127191728.6630.002740.0617106109.7620.001521.140.60182767.1390.127330.3151.210.6589515.2090.137720.71

Ejercicio 3.1Longitud=0.6mSeccin=0.026380.02601mInercia=3.868E-08m4Viga 3Cortante (kN=0.814)Momento Flector (kN=0.814)0.814Elstica (kN=0.814)DeformacinCargaMomentoEsfuerzoDeformacinIntervalo de la vigaCortanteIntervalo de la vigaMomento0.6Intervalo de la vigaElstica1x10^-2mmkNkN*mkN/mm/m00.244200000.110.05660.002547856.2980.000180.10.16280.10.020350.10.00069529170.210.1120.005041694.4400.000350.20.08140.20.032560.20.00119386670.310.1640.007382481.1450.000520.300.30.036630.30.0013736250.50.2730.0122854130.1980.000830.4-0.08140.40.032560.40.00119386670.70.3850.0173255824.6390.001170.5-0.16280.50.020350.50.00069529170.910.5020.022597594.7240.001520.6-0.24420.600.601.210.6710.03019510151.5130.002021.480.8140.0366312314.9510.00247

Ejercicio 4CargaDeform.Barra de bronceBarra de aceroBarra de aluminio(gr)1x10^-2mmDespl. RealDespl. RadialGradosmm(gr)1x10^-2mmDespl. RealDespl. RadialGradosmm(gr)1x10^-2mmDespl. RealDespl. RadialGradosmm457.6210.01650.00000.00260.0165457.6100.00790.00000.00170.0107457.6510.04020.00010.00830.0523915.1480.03770.00010.00520.0330915.1270.02130.00010.00330.0213686.3950.07490.00020.01240.07851419.6820.06440.00010.00800.05121419.6490.03860.00010.00520.0330921.71620.12770.00030.01660.10541920.41410.11080.00020.01090.06931920.4660.05200.00010.00700.04471119.82350.18520.00040.02020.12812423.91900.14930.00020.01370.08752423.9850.06700.00020.00880.05640130.01020.00000.00000.00003426.62720.21370.00030.01940.12373426.61240.09770.00020.01250.07982423.92240.17600.00020.01370.08750100.00790.00000.00000.00001462.68142677441920.41900.14930.00020.01090.06931419.61430.11240.00010.00800.05122586.2922973422915.1820.06440.00010.00520.0330457.6560.04400.00000.00260.01650250.01960.00000.00000.0000

2586.2922973422Barrarea (m2)Volumen (m3)Densidad (tn/m3)2457.6Bronce0.000127480.000191478.3963457.5Aluminio0.000046080.000069222.3844504.5Acero0.000128280.000193577.7595500.86503.571002.78235.49198.110228.7

Ejercicio 4.1CargaDeform.Barra de bronceBarra de aceroBarra de aluminio CargaDeformacinEsf cortanteTorsinAng torsinMod CortanteDef unit CargaDeformacinEsf cortanteTorsinAng torsinMod CortanteDef unit CargaDeformacinEsf cortanteTorsinAng torsinMod CortanteDef unit (gr)1x10^-2mmMpaN.mRadG(gr)1x10^-2mmMpaN.mRadG(gr)1x10^-2mmMpaN.mRadG457.6210.89630.36390.002668.70930.0212457.6100.88790.36390.0012142.49150.0088457.6510.90910.36390.006328.83140.0425915.1481.79240.72770.005960.11410.0424915.1271.77560.72770.0033105.53770.0176686.3951.36340.54580.011723.21350.06371419.6822.78051.12890.010154.58850.06581419.6492.75451.12890.006090.21380.0274921.71621.83110.73300.020018.28200.08551920.41413.76151.52720.017442.94590.08911920.4663.72621.52720.008190.60470.03701119.82352.22460.89050.029015.31170.10392423.91904.74771.92760.023440.22630.11242423.9854.70321.92760.010588.79710.04670130.00000.00000.00160.00000.00003426.62726.71162.72500.033639.72310.15893426.61246.64882.72500.015386.04880.066121.40962423.92244.74771.92760.027634.12050.11240100.00000.00000.00120.00000.0000Terico 261920.41903.76151.52720.023431.87030.0891100.61561419.61432.78051.12890.017631.30250.0658Terico 80915.1821.79240.72770.010135.18870.0424457.6560.89630.36390.006925.76600.0212025000.0030839450042.2323terico 45

2457.6Barrarea (m2)Volumen (m3)Densidad (tn/m3)Masa (gr)3457.5Bronce0.000127480.000191478.3961607.54504.5Aluminio0.000046080.000069222.3841655500.8Acero0.000128280.000193577.75915026503.571002.78235.49198.110228.7

Ejercicio 5ENSAYO A TENSINBarraCarga max.Long iLong f i frea irea fN4kNmmmmmmmmmm2mm21/2"72.960364612.4957.520122.62044.415Carga max.rea i max T UnitElongacinReduccin reakNmm2N/mm2mmmm/mm%%72.9122.620594.5181613978430.07131011617%63.8%