Taller tres tension

Resistência dos Materiais I

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Engenharias

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Samuel David Gonzalez Rodriguez

31/05/2023

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Resistência dos Materiais I

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Prévia do material em texto

Hoja1
	Forma de la Barra	cicular
	Area (mm2)	819
	Longitud (mm)	200
	F (kN)	Desplazamiento (mm)	Deformacion	Esfuerzo	AREA	DEFORMACION DESPLAZADA
	0	0	0.0000	0.00	0.00	0.0020	0.00
	62.14	0.09	0.0005	75.87	0.0170714	0.0025	75.87
	188.87	0.24	0.0012	230.61	0.1149313	0.0032	230.61
	329.66	0.41	0.0021	402.52	0.2690784	0.0041
	383.21	1.72	0.0086	467.90	2.8506096	0.0106
	425.78	4.04	0.0202	519.88	5.7291111	0.0222
	447.09	5.94	0.0297	545.90	5.0624328	0.0317
	462.35	7.23	0.0362	564.53	3.5811282	0.0382
	472.71	8.43	0.0422	577.18	3.4251282	0.0442
	486.9	9.71	0.0486	594.51	3.7493919	0.0506
	496.2	11.05	0.0553	605.86	4.0212271	0.0573
	505.49	12.4	0.0620	617.20	4.1278434	0.0640
	512.57	13.7	0.0685	625.85	4.0399206	0.0705
	522.4	15.32	0.0766	637.85	5.1179835	0.0786
	532.23	18.49	0.0925	649.85	10.2050583	0.0945
	525.69	24.97	0.1249	641.87	20.9258901	0.1269
		maximo	0.12	649.85	73236806.1660562					Esfuerzo
									0.002	0.012
	a) Grafica								0.0021	15.7136
	B) 649.85 Mpa								0.0022	31.4152
	C) 455.36 Mpa								0.0023	47.1168
	D) 0.12*100=12%								0.0024	62.8184
	E) Experimental = 193618								0.0025	78.52
	ME teorico: 200000 MPa								0.0026	94.2216
	%Error= (200000-193618/200000)*100= 3.19%								0.0027	109.9232
									0.0028	125.6248
									0.0029	141.3264
									0.003	157.028
									0.0031	172.7296
									0.0032	188.4312
									0.0033	204.1328
									0.0034	219.8344
									0.0035	235.536
									0.0036	251.2376
									0.0037	266.9392
									0.0038	282.6408
									0.0039	298.3424
									0.004	314.044
									0.0041	329.7456
									0.0042	345.4472
									0.0043	361.1488
									0.0044	376.8504
									0.0045	392.552
									0.0046	408.2536
									0.0047	423.9552
									0.0048	439.6568
									0.0049	455.3584
									0.005	471.06
									0.0051	486.7616
									0.0052	502.4632
									0.0053	518.1648
									0.0054	533.8664
									0.0055	549.568
									0.0056	565.2696
									0.0057	580.9712
									0.0058	596.6728
									0.0059	612.3744
									0.006	628.076
									0.0061	643.7776
									0.0062	659.4792
									0.0063	675.1808
									0.0064	690.8824
									0.0065	706.584
									0.0066	722.2856
									0.0067	737.9872
									0.0068	753.6888
									0.0069	769.3904
									0.007	785.092
									0.0071	800.7936
									0.0072	816.4952
									0.0073	832.1968
									0.0074	847.8984
									0.0075	863.6
									0.0076	879.3016
									0.0077
									0.0078
									0.0079
									0.008
Esfuerzo vs deformación
Deformacion	0	4.4999999999999999E-4	1.1999999999999999E-3	2.0499999999999997E-3	8.6E-3	2.0199999999999999E-2	2.9700000000000001E-2	3.6150000000000002E-2	4.215E-2	4.8550000000000003E-2	5.525E-2	6.2E-2	6.8499999999999991E-2	7.6600000000000001E-2	9.2449999999999991E-2	0.12484999999999999	0	75.873015873015873	230.61050061050062	402.51526251526252	467.89987789987788	519.87789987789984	545.89743589743591	564.52991452991455	577.17948717948718	594.50549450549454	605.86080586080584	61	7.20390720390719	625.84859584859589	637.85	103785103786	649.85347985347983	641.86813186813185	paralela	2E-3	2.0999999999999999E-3	2.1999999999999997E-3	2.2999999999999995E-3	2.3999999999999994E-3	2.4999999999999992E-3	2.599999999999999E-3	2.6999999999999988E-3	2.7999999999999987E-3	2.8999999999999985E-3	2.9999999999999983E-3	3.0999999999999982E-3	3.199999999999998E-3	3.2999999999999978E-3	3.3999999999999976E-3	3.4999999999999975E-3	3.5999999999999973E-3	3.6999999999999971E-3	3.799999999999997E-3	3.8999999999999968E-3	3.9999999999999966E-3	4.0999999999999969E-3	4.1999999999999971E-3	4.2999999999999974E-3	4.3999999999999977E-3	4.4999999999999979E-3	4.5999999999999982E-3	4.6999999999999984E-3	4.7999999999999987E-3	4.899999999999999E-3	4.9999999999999992E-3	5.0999999999999995E-3	5.1999999999999998E-3	5.3E-3	5.	4000000000000003E-3	5.5000000000000005E-3	5.6000000000000008E-3	5.7000000000000011E-3	5.8000000000000013E-3	5.9000000000000016E-3	6.0000000000000019E-3	6.1000000000000021E-3	6.2000000000000024E-3	6.3000000000000026E-3	6.4000000000000029E-3	6.5000000000000032E-3	6.6000000000000034E-3	1.2000000000000455E-2	15.713599999999985	31.41519999999997	47.116799999999955	62.81839999999994	78.519999999999868	94.221599999999853	109.92319999999984	125.62479999999982	141.32639999999981	157.02799999999974	172.72959999999972	188.43119999999971	204.13279999999963	219.83439999999962	235.5359999999996	251.23759999999959	266.93919999999957	282.64079999999956	298.34239999999954	314.04399999999953	329.74559999999951	345.44719999999961	361.1487999999996	376.85039999999969	392.55199999999968	408.25359999999978	423.95519999999976	439.65679999999986	455.35839999999985	471.05999999999995	486.76159999999993	502.46320000000003	518.16480000000001	533.86640000000011	549.5680000000001	565.2696000000002	580.97120000000018	596.67280000000028	612.37440000000026	628.07600000000036	643.77760000000035	659.47920000000045	675.18080000000043	690.88240000000053	706.58400000000051	722.28560000000061	737.98720000000071	Deformación 
Esfuerzo (MPa)
0	4.4999999999999999E-4	1.1999999999999999E-3	0	75.873015873015873	230.61050061050062	
2E-3	2.4499999999999999E-3	3.1999999999999997E-3	0	75.873015873015873	230.61050061050062