Ejercicio en Clase Corregido

EJERCICIO CARGASNOMBRE: CARRION AGUILAR CARLOS HUMBERTOBARRA 1BARRA 2BARRA 3BARRA 4BARRA 5BARRA 6E=2173706.51192842Tn/m2 E=2173706.51192842Tn/m2 E=2173706.51192842Tn/m2 E=2173706.51192842Tn/m2 E=2173706.51192842Tn/m2 E=2173706.51192842Tn/m2 A=0.18m2A=0.18m2A=0.15m2A=0.12m2A=0.15m2A=0.12m2I=0.005400m4I=0.005400m4I=0.003125m4I=0.001600m4I=0.003125m4I=0.001600m4L=6mL=7mL=7mL=3mL=4mL=5m=0=0=-90=-90=-90=143SENO=0SENO=0SENO=-1SENO=-1SENO=-1SENO=0.6018150232COS=1.00COS=1.00COS=0.00COS=0.00COS=0.00COS=-0.80EA/L=65211.20EA/L=55895.31EA/L=46579.4252556089EA/L=86948.2604771366EA/L=81513.9941973156EA/L=52168.956286282MATRIZ DE RIGIDEZ EN COORDENADAS LOCALESMATRIZ DE RIGIDEZ EN COORDENADAS LOCALESMATRIZ DE RIGIDEZ EN COORDENADAS LOCALESMATRIZ DE RIGIDEZ EN COORDENADAS LOCALESMATRIZ DE RIGIDEZ EN COORDENADAS LOCALESMATRIZ DE RIGIDEZ EN COORDENADAS LOCALES12345678910111212319202145678978917181410111215161365211.195357852500-65211.195357852500155895.310306730700-55895.310306730700746579.430.000.00-46579.430.000.001 86948.260.000.00-86948.260.000.00481513.990.000.00-81513.990.000.00752168.960.000.00-52168.960.000.00100652.11195357851956.33586073560-652.11195357851956.335860735620410.65942266171437.30797931590-410.65942266171437.307979315980.00237.65831.780.00-237.65831.7820.001545.752318.620.00-1545.752318.6250.001273.662547.310.00-1273.662547.3180.00333.88834.700.00-333.88834.7011K'=01956.33586073567825.34344294230-1956.33586073563912.67172147113K'=01437.30797931596707.43723680770-1437.30797931593353.71861840389K'=0.00831.783881.620.00-831.781940.813K'=0.002318.624637.240.00-2318.622318.626K'=0.002547.316792.830.00-2547.313396.429K'=0.00834.702782.340.00-834.701391.1712-65211.19535785250065211.1953578525004-55895.31030673070055895.31030673070010-46579.430.000.0046579.430.000.0019-86948.260.000.0086948.260.000.007-81513.990.000.0081513.990.000.0017-52168.960.000.0052168.960.000.00150-652.1119535785-1956.33586073560652.1119535785-1956.335860735650-410.6594226617-1437.30797931590410.6594226617-1437.3079793159110.00-237.65-831.780.00237.65-831.78200.00-1545.75-2318.620.001545.75-2318.6280.00-1273.66-2547.310.001273.66-2547.31180.00-333.88-834.700.00333.88-834.701601956.33586073563912.67172147110-1956.33586073567825.3434429423601437.30797931593353.71861840380-1437.30797931596707.4372368077120.00831.781940.810.00-831.783881.62210.002318.622318.620.00-2318.624637.2490.002547.313396.420.00-2547.316792.83140.00834.701391.170.00-834.702782.3413MATRIZ DE TRANSFORMACIN MATRIZ DE TRANSFORMACIN MATRIZ DE TRANSFORMACIN MATRIZ DE TRANSFORMACIN MATRIZ DE TRANSFORMACIN MATRIZ DE TRANSFORMACIN 1.000.000.000.000.000.001.000.000.000.000.000.000.00-1.000.000.000.000.000.00-1.000.000.000.000.000.00-1.000.000.000.000.00-0.800.600.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.00-0.60-0.800.000.000.000.00T=0.000.001.000.000.000.00T=0.000.001.000.000.000.00T=0.000.001.000.000.000.00T=0.000.001.000.000.000.00T=0.000.001.000.000.000.00T=0.000.001.000.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.000.00-1.000.000.000.000.000.00-1.000.000.000.000.000.00-1.000.000.000.000.00-0.800.600.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.00-0.60-0.800.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.000.000.000.000.000.001.00MATRIZ DE RIGIDEZ EN COORDENADAS GLOBALESMATRIZ DE RIGIDEZ EN COORDENADAS GLOBALESMATRIZ DE RIGIDEZ EN COORDENADAS GLOBALESMATRIZ DE RIGIDEZ EN COORDENADAS GLOBALESMATRIZ DE RIGIDEZ EN COORDENADAS GLOBALESMATRIZ DE RIGIDEZ EN COORDENADAS GLOBALES12345678910111212319202145678978917181410111215161365211.200.000.00-65211.200.000.00155895.310.000.00-55895.310.000.007237.65-0.00831.78-237.650.00831.7811545.75-0.002318.62-1545.750.002318.6241273.66-0.002547.31-1273.660.002547.31733395.26-24913.54-502.34-33395.2624913.54-502.3410K=0.00652.111956.340.00-652.111956.342K=0.00410.661437.310.00-410.661437.318K=-0.0046579.430.000.00-46579.430.002K=-0.0086948.260.000.00-86948.260.005K=-0.0081513.990.000.00-81513.990.008K=-24913.5419107.58-666.6224913.54-19107.58-666.62110.001956.347825.340.00-1956.343912.6730.001437.316707.440.00-1437.313353.729831.780.003881.62-831.78-0.001940.8132318.620.004637.24-2318.62-0.002318.6262547.310.006792.83-2547.31-0.003396.429-502.34-666.622782.34502.34666.621391.1712-65211.200.000.0065211.200.000.004-55895.310.000.0055895.310.000.0010-237.650.00-831.78237.65-0.00-831.7819-1545.750.00-2318.621545.75-0.00-2318.627-1273.660.00-2547.311273.66-0.00-2547.3117-33395.2624913.54502.3433395.26-24913.54502.34150.00-652.11-1956.340.00652.11-1956.3450.00-410.66-1437.310.00410.66-1437.31110.00-46579.43-0.00-0.0046579.43-0.00200.00-86948.26-0.00-0.0086948.26-0.0080.00-81513.99-0.00-0.0081513.99-0.001824913.54-19107.58666.62-24913.5419107.58666.62160.001956.343912.670.00-1956.347825.3460.001437.313353.720.00-1437.316707.4412831.780.001940.81-831.78-0.003881.62212318.620.002318.62-2318.62-0.004637.2492547.310.003396.42-2547.31-0.006792.8314-502.34-666.621391.17502.34666.622782.3413FUERZAS DE FIJACIN COORDENADA LOCALFUERZAS DE FIJACIN COORDENADA LOCALFUERZAS DE FIJACIN COORDENADA LOCALFUERZAS DE FIJACIN COORDENADA LOCALFUERZAS DE FIJACIN COORDENADA LOCALFUERZAS DE FIJACIN COORDENADA LOCAL0101070712.610.001040407073.993177550210-5.0010PFF=152152PFF=-88-88PFF=02-12.602PFF=0505PFF=0808PFF=3.009075115811-0.001115315311.43911.43919.6319.603060609096.25126.2512040401001029.4190.001907070170173.993177550215-5.0015155155-1011-1011020-29.402008080180183.009075115816-0.0016-156-15614.291214.29128.4218.402109090140146.25136.2513MATRIZ GENERAL DE LA ESTRUCTURA12345678910111213141516171819202165448.85-0.00831.78-65211.200.000.000.000.000.000.000.000.000.000.000.000.000.000.00-237.650.00831.781-0.0047231.541956.340.00-652.111956.340.000.000.000.000.000.000.000.000.000.000.000.000.00-46579.430.002831.781956.3411706.960.00-1956.343912.670.000.000.000.000.000.000.000.000.000.000.000.00-831.78-0.001940.813-65211.200.000.0066756.94-0.002318.62-1545.750.002318.620.000.000.000.000.000.000.000.000.000.000.000.004K=0.00-652.11-1956.34-0.0087600.37-1956.340.00-86948.260.000.000.000.000.000.000.000.000.000.000.000.000.0050.001956.343912.672318.62-1956.3412462.58-2318.62-0.002318.620.000.000.000.000.000.000.000.000.000.000.000.0060.000.000.00-1545.750.00-2318.6258714.71-0.00228.69-55895.310.000.0002547.310.000.00-1273.660.000.000.000.0070.000.000.000.00-86948.26-0.00-0.00168872.911437.310.00-410.661437.3100.000.000.000.00-81513.990.000.000.0080.000.000.002318.620.002318.62228.691437.3118137.510.00-1437.313353.7203396.420.000.00-2547.31-0.000.000.000.0090.000.000.000.000.000.00-55895.310.000.0089290.57-24913.54-502.34-502.340-33395.2624913.540.000.000.000.000.00100.000.000.000.000.000.000.00-410.66-1437.31-24913.5419518.24-2103.93-666.62024913.54-19107.580.000.000.000.000.00110.000.000.000.000.000.000.001437.313353.72-502.34-2103.939489.781391.170502.34666.620.000.000.000.000.00120.000.000.000.000.000.000.000.000.00-502.34-666.621391.172782.340502.34666.620.000.000.000.000.00130.000.000.000.000.000.002547.310.003396.4200006792.830.000.00-2547.31-0.000.000.000.00140.000.000.000.000.000.00000-33395.2624913.54502.34502.34033395.26-24913.5400000150.000.000.000.000.000.0000024913.54-19107.58666.62666.620-24913.5419107.5800000160.000.000.000.000.000.00-1273.660.00-2547.310000-2547.310.000.001273.66-0.00000170.000.000.000.000.000.000.00-81513.99-0.000000-0.000.000.00-0.0081513.9900018-237.650.00-831.780.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00237.65-0.00-831.78190.00-46579.43-0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00-0.0046579.43-0.0020831.780.001940.810.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00-831.78-0.003881.6221FUERZAS EN LAS BARRASFUERZAS DE FIJACION EN G.L.LIBRESFUERZAS DE FIJACION EN G.L. RESTRINGIDOS0112.613.993177550215021523.009075115816Pf=03PFF=34.63PSF=01704040180515529.41906-15602007078.42108-88-8911.428571428690103.993177550210011-6.99092488421101220.5357142857120136.2513014014

DEZPLAZAMIENTOS EN COORDENADAS GLOBALES

015-0.0228291-12.600.0015-12.61016-0.0004082-15.000.0016-152017-0.0046783-34.600.0017-34.63delta S=-0.0218-0.02277940.000.001804019-0.0201285-15.000.0019-1550200.000146615.000.0020156021delta F=-0.01828570.00-0.0021delta F=07-0.0200018-1622.281630.28880.0014349-19.430.00-19.42857142869-0.01829710-3.990.00-3.993177550210-0.024120116.990.006.990924884211-0.00463712-20.540.00-20.535714285712-0.00901013-6.250.00-6.25130.00614014-0.000.00014

REACCIONES7.27Tn15-1.07Tn16PS=4.00Tn170.09Tn1838.72Tn1918.99Tn20-19.67Tn.m21FUERZAS EN LAS BARRASBARRA 1BARRA 2coordenada localesBARRA 3coordenada localesBARRA 4coordenada localesBARRA 5coordenada localesBARRA 6coordenada locales-0.0231-0.02281-0.0182857-0.01828465267-0.02282910.00040777851-0.02277940.0201277344-0.01828570.027-0.018297100.0010delta f=-0.0002-0.00042delta f=-0.0200018delta f=-0.0200011548delta f=-0.0004082delta f=-0.02282917582delta f=-0.0201285delta f=-0.02277881825delta f=-0.0200018delta f=-0.028delta f=-0.02412011delta f=0.0311-0.0053-0.004730.00143490.00143384429-0.0046783-0.004677660530.00014660.000145958360.00143490.009-0.00463712-0.0012-0.0234-0.02284-0.01829710-0.018297390410019019-0.01828570.02000115470170.02170150.0015-0.0205-0.02015-0.02412011-0.024119802411020020-0.0200018-0.01828465268-0.0218-0.00180160.00160.00060.00016-0.00463712-0.0046365054120210210.00143490.001433844290.006140140.0114-0.00901013-0.0113-3.2810.711985718.9940870799111.005912920140.09406718.992FB2-10.9118498FB3=-21.91611975542FB4=-3.28388024465FB5=-3.9958780.081017.55311.4162239-17.5456428583-6.41887962146-15.983469delta f=-1.2811FB1=3.284-0.71198510-18.994087079919-11.00591292017-0.09406176.081211.015-7.08815111-20.0838802446203.283880244683.9958718-10.08156.426-6.08487812-19.667195429721-3.432761112490.00000141.2816-0.0013