Hoja1DATOS INICIALES = 250=237170.824512628G= 0.44E =104355.162785557bhLAREAINERCIAuSECCION12030400600450001.20.0153409091SECCION 22030412600450001.20.0144602782=00=2844.95673507575 ANALISIS EN C.L5.1 MATRIZ DE RIGIDEZ EN C.L.1.500-1.50000.00831001681.66200335760-0.00831001681.6620033576K1=01.6620033576444.90067151650-1.6620033576219.9006715165-1.5001.5000-0.0083100168-1.662003357600.0083100168-1.662003357601.6620033576219.90067151650-1.6620033576441.50111919421.456310679600-1.45631067960000.00761144421.56795749520-0.00761144421.5679574952K2=01.5679574952432.22254497250-1.5679574952213.7759430308-1.4563106796001.4563106796000-0.0076114442-1.567957495200.0076114442-1.567957495201.5679574952213.77594303080-1.5679574952429.10877236525.2 FUERZAS DE FIJACION EN C.L. f0025008240f 1=250000f 2=565813.3333333330025008240-250000-565813.333333333

barra1barra2P=5000R1=2500w=40R1=8240a=200R2=2500L=412R2=8240b=200M1=250000=0.0144602782M1=565813.333333333L=400M2=-250000M2=-565813.333333333=0.01534090916 ANALISIS EN C.GLB.6.1 MATRIZ DE RIGIDEZ K1000000.2419218956-0.970295726300000100000.97029572630.24192189560000A1 =001000A2 =0010000001000000.2419218956-0.970295726300000100000.97029572630.24192189560000001000001

1000000.24192189560.97029572630000010000-0.97029572630.24192189560000AT1 =001000AT2 =0010000001000000.24192189560.97029572630000010000-0.97029572630.241921895600000010000011.500-1.5000.35231344020.00738535171.5213824565-0.3523134402-0.00738535171.521382456500.00831001681.66200335760-0.00831001681.6620033576-1.41305202860.0018413750.37932324941.4130520286-0.0018413750.3793232494AT1*K1 =01.6620033576444.90067151650-1.6620033576219.9006715165AT2*K2 =01.5679574952432.22254497250-1.5679574952213.7759430308-1.5001.500-0.3523134402-0.0073853517-1.52138245650.35231344020.0073853517-1.52138245650-0.0083100168-1.662003357600.0083100168-1.66200335761.4130520286-0.001841375-0.3793232494-1.41305202860.001841375-0.379323249401.6620033576219.90067151650-1.6620033576441.501119194201.5679574952213.77594303080-1.5679574952429.10877236521234564567891.500-1.50010.0923983105-0.3400615471.5213824565-0.09239831050.3400615471.5213824565400.00831001681.66200335760-0.00831001681.66200335762-0.3400615471.37152381320.37932324940.340061547-1.37152381320.37932324945|K1| =01.6620033576444.90067151650-1.6620033576219.90067151653|K2| =1.52138245650.3793232494432.2225449725-1.5213824565-0.3793232494213.77594303086-1.5001.5004-0.09239831050.340061547-1.52138245650.0923983105-0.340061547-1.521382456570-0.0083100168-1.662003357600.0083100168-1.662003357650.340061547-1.3715238132-0.3793232494-0.3400615471.3715238132-0.3793232494801.6620033576219.90067151650-1.6620033576441.501119194261.52138245650.3793232494213.7759430308-1.5213824565-0.3793232494429.108772365296.1.1 MATRIZ TOTAL EMSAMBLADA1234567891.500-1.500000100.00831001681.66200335760-0.00831001681.6620033576000201.6620033576444.90067151650-1.6620033576219.90067151650003-1.5001.5923983105-0.3400615471.5213824565-0.09239831050.3400615471.521382456540-0.0083100168-1.6620033576-0.3400615471.37983383-1.28268010810.340061547-1.37152381320.3793232494501.6620033576219.90067151651.5213824565-1.2826801081873.7236641667-1.5213824565-0.3793232494213.77594303086000-0.09239831050.340061547-1.52138245650.0923983105-0.340061547-1.521382456570000.340061547-1.3715238132-0.3793232494-0.3400615471.3715238132-0.379323249480001.52138245650.3793232494213.7759430308-1.5213824565-0.3793232494429.108772365296.2 VECTOR DEFORMACION TOTALu11u22u33||=u44u55u66u77u88u996.3 MATRIZ EMSAMBLADA REDUCIDA1.5923983105-0.3400615471.52138245654-0.3400615471.37983383-1.282680108151.5213824565-1.2826801081873.723664166766.4 VECTOR FUERZAS DE FIJACION F017995.23678451424250021993.43641974135F 1=2500003F 2=565813.3333333336047995.23678451427250051993.43641974138-2500006-565813.33333333396.5 VECTOR FUERZAS DE FIJACION TOTAL O EMSAMBLADA01250022500003F =7995.23678451424F =7995.236784514244493.436419741354493.43641974135315813.3333333336315813.33333333367995.236784514271993.43641974138-565813.33333333396.6 VECOT FUERZAS EXTERNAS010203Fe=04Fe=04050506060708097 DETERMINACION DE DEFORMACIONES7.1 FORMULAS7.2 INVERSA DE MATRIZ DE RIGIDEZ REAL0.66360308130.1626935795-0.000916663140.16269357950.76560242560.00084065925-0.00091666310.00084065920.001147356967.3 DIFERENCIA DE VECTOR FUERZAFe-F=-7995.23678451424-4493.43641974135-315813.33333333367.4 DEFORMACIONES-5747.22258295924||=-5006.45090038375-358.799123293968 DETERMINACION DE ELEMENTOS MECANICOS DE CADA BARRA8.1 VECTOR DEFORMACION TOTAL EN C.GLB.010203||=-5747.22258295924-5006.45090038375-358.799123293960708098.2 VECTOR DEFORMACION TOTAL POR CADA BARRA01-5747.2225829592402-5006.45090038375|1|=03|2|=-358.79912329396-5747.2225829592407-5006.4509003837508-358.79912329396098.3 VECTOR DEFORMACION TOTAL EN C.L.03467.35893075020-6787.6756022497|U1|=0|U2|=-358.7991232939-5747.22258295920-5006.45090038370-358.799123293908.4 ELEMENTOS MECANICOS DE CADA BARRA8620.83387443885049.5518408984-554.721656582-614.2457883864|K1*U1|=-70579.4299458485|K2*U2|=-165723.857039205-8620.8338744388-5049.5518408984554.721656582614.2457883864-150089.476294128-87345.40777597928620.83387443885049.55184089841945.2783434187625.7542116136|Fem1| =179420.570054151|Fem2| =400089.476294128-8620.8338744388-5049.55184089843054.7216565828854.2457883864-400089.476294128-653158.7411093131.79420570054.00089476298.62083387448.62083387445.04955184091.94527834343.05472165664.00089476297.62575421164.00089476298.62083387446.53158741111=144.00089476292=763.05472165664.16250379058.85424578841.04272441765.04955184097.62575421165.04955184092.858589867.5541282147