Hoja11 ESQUEMA ESTRUCTURAL2 DATOS INICIALESE=2000000G=0.44E
=880000bhLAREAINERCIAu=1.2SECCION120502001000208333.3333333331.20.1704545455SECCION220502241000208333.3333333331.20.13588532SECCION320502241000208333.3333333331.20.13588532SECCION420502001000208333.3333333331.20.17045454553
DETERMINACION DE EJES GLOBALES4 RELACION ENTRE EJES GLOBALES Y EJES
LOCALES1=901.57079632682=270.4712388983=3335.81194640914=2704.71238898045
ANALISIS EN COORDENADAS LOCALES5.1 MATRIZ DE RIGIDEZ EN C.L
K500-50000.266990291326.69902912620-0.266990291326.6990291262K1
=026.69902912623711.5695792880-26.69902912621628.2362459547-5005000-0.2669902913-26.699029126200.2669902913-26.6990291262026.69902912621628.23624595470-26.69902912623408.17152103564.464285714300-4.46428571430000.195821993221.93206324090-0.195821993221.9320632409K2
=021.93206324093386.45060679090-21.93206324091526.3315591718-4.4642857143004.4642857143000-0.1958219932-21.932063240900.1958219932-21.9320632409021.93206324091526.33155917180-21.93206324093163.92561449274.464285714300-4.46428571430000.195821993221.93206324090-0.195821993221.9320632409K3
=021.93206324093386.45060679090-21.93206324091526.3315591718-4.4642857143004.4642857143000-0.1958219932-21.932063240900.1958219932-21.9320632409021.93206324091526.33155917180-21.93206324093163.9256144927500-50000.266990291326.69902912620-0.266990291326.6990291262K4
=026.69902912623711.5695792880-26.69902912621628.2362459547-5005000-0.2669902913-26.699029126200.2669902913-26.6990291262026.69902912621628.23624595470-26.69902912623408.17152103565.2
FUERZAS DE FIJACION EN C.L. f00000000f 1 =0f 2 =0f 3 =0f 4
=00000000000006 ANALISIS EN C.GLB. 6.1 MATRIZ DE RIGIDEZ
|K|0100000.89100652420.453990499700000.8910065242-0.45399049970000-0-10000-100000-0.45399049970.891006524200000.45399049970.891006524200001-00000A1=001000A2=001000A3=001000A4=0010000000100000.89100652420.453990499700000.8910065242-0.45399049970000-0-10000-100000-0.45399049970.891006524200000.45399049970.891006524200001-000000010000010000010000010-100000.8910065242-0.453990499700000.89100652420.45399049970000-0100001000000.45399049970.89100652420000-0.45399049970.89100652420000-1-00000AT1=001000AT2=001000AT3=001000AT4=0010000000-100000.8910065242-0.453990499700000.89100652420.45399049970000-0100001000000.45399049970.89100652420000-0.45399049970.89100652420000-1-000000010000010000010000010-0.2669902913-26.6990291262-00.2669902913-26.69902912623.9777076973-0.0889013246-9.9569483511-3.97770769730.0889013246-9.95694835113.97770769730.08890132469.9569483511-3.9777076973-0.08890132469.9569483511-00.266990291326.69902912620-0.266990291326.6990291262500-5-002.02674330240.174478673519.5416114366-2.0267433024-0.174478673519.5416114366-2.02674330240.174478673519.54161143662.0267433024-0.174478673519.5416114366-5-0-050-0AT1*K1=026.69902912623711.5695792880-26.69902912621628.2362459547AT2*K2=021.93206324093386.45060679090-21.93206324091526.3315591718AT3*K3=021.93206324093386.45060679090-21.93206324091526.3315591718AT4*K4=026.69902912623711.5695792880-26.69902912621628.2362459547-00.266990291326.69902912620-0.266990291326.6990291262-3.97770769730.08890132469.95694835113.9777076973-0.08890132469.9569483511-3.9777076973-0.0889013246-9.95694835113.97770769730.0889013246-9.95694835110-0.2669902913-26.6990291262-00.2669902913-26.6990291262-5-0-050-0-2.0267433024-0.1744786735-19.54161143662.02674330240.1744786735-19.54161143662.0267433024-0.1744786735-19.5416114366-2.02674330240.1744786735-19.5416114366500-5-00026.69902912621628.23624595470-26.69902912623408.1715210356021.93206324091526.33155917180-21.93206324093163.9256144927021.93206324091526.33155917180-21.93206324093163.9256144927026.69902912621628.23624595470-26.69902912623408.17152103561234564567897891011121011121314150.26699029130-26.6990291262-0.2669902913-0-26.699029126213.58452386631.7266298451-9.9569483511-3.5845238663-1.7266298451-9.956948351143.5845238663-1.72662984519.9569483511-3.58452386631.72662984519.956948351170.2669902913026.6990291262-0.2669902913-026.699029126210050-0-5021.72662984511.075583841219.5416114366-1.7266298451-1.075583841219.54161143665-1.72662984511.075583841219.54161143661.7266298451-1.075583841219.5416114366805-0-0-5-011|K1|
=-26.699029126203711.56957928826.6990291262-01628.23624595473|K2|
=-9.956948351119.54161143663386.45060679099.9569483511-19.54161143661526.33155917186|K3|
=9.956948351119.54161143663386.4506067909-9.9569483511-19.54161143661526.33155917189|K4|
=26.6990291262-03711.569579288-26.699029126201628.236245954712-0.2669902913-026.69902912620.2669902913026.69902912624-3.5845238663-1.72662984519.95694835113.58452386631.72662984519.95694835117-3.58452386631.7266298451-9.95694835113.5845238663-1.7266298451-9.956948351110-0.2669902913-0-26.69902912620.26699029130-26.699029126213-0-5-005-05-1.7266298451-1.0755838412-19.54161143661.72662984511.0755838412-19.541611436681.7266298451-1.0755838412-19.5416114366-1.72662984511.0755838412-19.541611436611-0-5005014-26.699029126201628.236245954726.6990291262-03408.17152103566-9.956948351119.54161143661526.33155917189.9569483511-19.54161143663163.925614492799.956948351119.54161143661526.3315591718-9.9569483511-19.54161143663163.92561449271226.6990291262-01628.2362459547-26.699029126203408.1715210356156.1.1
MATRIZ DE RIGIDEZ TOTAL
EMSAMBLADA1234567891011121314150.26699029130-26.6990291262-0.2669902913-0-26.69902912620000000001050-0-500000000002-26.699029126203711.56957928826.6990291262-01628.23624595470000000003-0.2669902913-026.69902912623.85151415761.726629845116.7420807752-3.5845238663-1.7266298451-9.95694835110000004-0-5-01.72662984516.075583841219.5416114366-1.7266298451-1.075583841219.54161143660000005-26.699029126201628.236245954716.742080775219.54161143666794.62212782659.9569483511-19.54161143661526.33155917180000006000-3.5845238663-1.72662984519.95694835117.1690477327019.9138967021-3.58452386631.72662984519.95694835110007000-1.7266298451-1.0755838412-19.541611436602.151167682301.7266298451-1.075583841219.54161143660008000-9.956948351119.54161143661526.331559171819.913896702106550.3762212836-9.9569483511-19.54161143661526.33155917180009000000-3.58452386631.7266298451-9.95694835113.8515141576-1.726629845116.7420807752-0.2669902913-026.6990291262100000001.7266298451-1.0755838412-19.5416114366-1.72662984516.0755838412-19.5416114366-0-5-0110000009.956948351119.54161143661526.331559171816.7420807752-19.54161143666875.4951937808-26.699029126201628.236245954712000000000-0.2669902913-0-26.69902912620.26699029130-26.699029126213000000000-0-500501400000000026.6990291262-01628.2362459547-26.699029126203408.1715210356156.2
VECTOR DEFORMACION
TOTALu11u22u33u44u44u55u55u66u66||=u77||=u77u88u88u99u99u1010u1010u1111u1111u1212u1212u1313u1414u15156.3
MATRIZ EMSAMBLADA
REDUCIDA3.85151415761.726629845116.7420807752-3.5845238663-1.7266298451-9.95694835110001.72662984516.075583841219.5416114366-1.7266298451-1.075583841219.541611436600016.742080775219.54161143666794.62212782659.9569483511-19.54161143661526.3315591718000-3.5845238663-1.72662984519.95694835117.1690477327019.9138967021-3.58452386631.72662984519.9569483511-1.7266298451-1.0755838412-19.541611436602.151167682301.7266298451-1.075583841219.5416114366-9.956948351119.54161143661526.331559171819.913896702106550.3762212836-9.9569483511-19.54161143661526.3315591718000-3.58452386631.7266298451-9.95694835113.8515141576-1.726629845116.74208077520001.7266298451-1.0755838412-19.5416114366-1.72662984516.0755838412-19.54161143660009.956948351119.54161143661526.331559171816.7420807752-19.54161143666875.49519378086.4
VECTOR DE FUERZAS DE FIJACION F010407010020508011F 1=03F 2=06F
3=09F 4=0120407010013050801101406090120156.5 VECTOR FUERZAS DE
FIJACION TOTAL O EMSAMBLADA010203040405050606F =07F
=07080809090100100110110120120130140156.6 VECTOR DE FUERZAS
EXTERNAS
Fe010203040405050606Fe=07Fe=07-48008-4800809090100100110110120120130140157
DETERMINACION DE DEFORMACIONES7.1 FORMULAS7.2 INVERSA DE MATRIZ DE
RIGIDEZ
REAL3.81339425230.0379162196-0.01365867133.37795540080.78263431640.00647318082.8606028068-0.0379162196-0.01562675380.03791621960.1997678082-0.00038193590.08865104620.0999024928-0.00057255520.03798240720.0002321918-0.0003770503-0.0136586713-0.00038193590.0002280422-0.01516239590.0032149847-0.0000652054-0.01584099060.00038193590.00006695443.37795540080.0886510462-0.01516239593.5870295074-0.00387091960.005860363.3805829661-0.0886510462-0.01496844230.78263431640.09990249280.0032149847-0.00387091961.884994907-0.0000166468-0.79016550220.1000975072-0.00313967290.0064731808-0.0005725552-0.00006520540.00586036-0.00001664680.00018815260.00648448060.0005725552-0.00006437132.86060280680.0379824072-0.01584099063.3805829661-0.79016550220.00648448063.8185063922-0.0379824072-0.0134955559-0.03791621960.00023219180.0003819359-0.08865104620.10009750720.0005725552-0.03798240720.19976780820.0003770503-0.0156267538-0.00037705030.0000669544-0.0149684423-0.0031396729-0.0000643713-0.01349555590.00037705030.00022426867.3
DIFERENCIA DE VECTORES040506Fe - F =07-48008090100110127.4
DEFORMACIONES-3756.64471889424-479.53196525425-15.43192671816||=18.58041415447-9047.975553585480.079904419993792.794410598710-480.46803474581115.0704298011128
DETERMINACION DE ELEMENTOS MECANICOS 8.1 VECTOR DEFORMACION TOTAL
EN
C.G010203-3756.64471889424-479.53196525425-15.43192671816||=18.58041415447-9047.975553585480.079904419993792.794410598710-480.46803474581115.0704298011120130140158.2
VECTOR DEFORMACION TOTAL EN C.G POR
BARRA01-3756.6447188942418.580414154473792.79441059871002-479.53196525425-9047.97555358548-480.468034745811|1|=03|2|=-15.43192671816|3|=0.07990441999|4|=15.070429801112-3756.6447188942418.580414154473792.794410598710013-479.53196525425-9047.97555358548-480.468034745811014-15.431926718160.0799044199915.0704298011120158.3
VECTOR DEFORMACION TOTAL EN
C.L.0-3564.89791013934124.2502134371480.468034745801278.2149036763-8053.36991743413792.7944105987|U1|=0|U2|=-15.4319267181|U3|=0.0799044199|U4|=15.0704298011-479.5319652542-4091.13967296973597.532487951703756.6447188942-8070.24058044881293.79247625460-15.43192671810.079904419915.070429801108.4
ELEMENTOS MECANICOS POR
BARRA2397.65982627112349.29358406432351.41841734562402.3401737289-1415.00512858591493.9316625312-1498.10188265151415.0051285859|K1*U1|=-125425.589193911|K2*U2|=152893.419921913|K3*U3|=-181729.491754655|K4*U4|=157198.877234688-2397.6598262711-2349.2935840643-2351.4184173456-2402.34017372891415.0051285859-1493.93166253121498.1018826515-1415.0051285859-152893.419921913181729.491754655-157198.877234688125802.14848252397.65982627112349.29358406432351.41841734562402.3401737289-1415.00512858591493.9316625312-1498.10188265151415.0051285859|Fem1|=-125425.589193911|Fem2|=152893.419921913|Fem3|=-181729.491754655|Fem4|=157198.877234688-2397.6598262711-2349.2935840643-2351.4184173456-2402.34017372891415.0051285859-1493.93166253121498.1018826515-1415.0051285859-152893.4199219132.3492935841181729.4917546552.3514184173-157198.877234688125802.14848251.81729491751.52893419921.57198877231.49393166251.49810188271.81729491752.34929358411.49393166251.49810188272.35141841732.39765982632.40234017371.41500512861.41500512861.52893419921.57198877231.25425589191.25802148481.41500512861.41500512862.39765982632.4023401737
