Matrices Para Analisis II

Hoja1

ANALISIS DE ESTRUCTURAS APORTICADASANALISIS DE ESTRUCTURAS APORTICADAS

ELEMENTO 1 Y 3ELEMENTO 2 Y 4

COLUMNACOLUMNAI=0.000675M4I=0.000675M4E=2200000TN/M2E=2200000TN/M2A=0.09M2A=0.09M2L=3L=3

1.570796327COS (-90) =0.00E+00COS2(-90)01.570796COS (90) =0COS2(90)0-1.570796SEN (-90) = -1SEN2(-90)11.570796SEN (90) = 1SEN2(90)1SEN*COS0SEN*COS0

789789101112123123456659.99999999990989.999999999917659.99999999990-989.9999999999-659.99999999990-989.999999999917065999.9999999929028065999.999999992900-65999.9999999929028989.99999999990198039-989.999999999901980989.9999999999099039-659.99999999990989.9999999999659.99999999990989.99999999994100-65999.99999999290065999.99999999290511-989.99999999990990989.999999999901980612


ELEMENTO 5ELEMENTO 6COLUMNACOLUMNAI=0.000675M4I=0.000675M4E=2200000TN/M2E=2200000TN/M2A=0.09M2A=0.09M2L=3L=3

0.3804816978COS (-90) =0COS2(-90)00.3804816978COS (90) =0COS2(90)0-1.570796SEN (-90) = -1SEN2(-90)11.570796SEN (90) = 1SEN2(90)1SEN*COS0SEN*COS0

00130000013141516659.99999999990989.9999999999-659.99999999990989.99999999990659.99999999990-989.9999999999-659.99999999990-989.99999999990065999.999999992900-65999.999999992900065999.999999992900-65999.999999992900989.999999999901980-989.9999999999099013-989.999999999901980989.9999999999099013-659.99999999990-989.9999999999659.99999999990-989.99999999990-659.99999999990989.9999999999659.99999999990989.9999999999140-65999.99999999290065999.9999999929000-65999.99999999290065999.9999999929015989.99999999990990-989.9999999999019800-989.99999999990990989.99999999990198016


ELEMENTO 7 Y 9ELEMENTO 8VIGAVIGAI=0.0054M4I=0.0054M4E=2200000TN/M2E=2200000TN/M2A=0.18M2A=0.18M2L=7L=4

0COS (0) =1COS2(0)10COS (0) =1COS2(0)10SEN (0) = 0SEN2(0)00SEN (0) = 0SEN2(0)0SEN*COS0SEN*COS0

456101112123789789001356571.428571428600-56571.428571428600149900000-990000070415.62682215741454.6938775510-415.62682215741454.6938775512502227.544550-2227.54455801454.6938775516788.57142857140-1454.6938775513394.28571428573604455118800-445559409-56571.42857142860056571.428571428600710-9900000990000000-415.6268221574-1454.6938775510415.6268221574-1454.6938775518110-2227.5-445502227.5-4455001454.6938775513394.28571428570-1454.6938775516788.57142857149120445559400-44551188013

ANALISIS DE ESTRUCTURAS APORTICADAS

ELEMENTO 10VIGAI=0.0054M4E=2200000TN/M2A=0.18M2L=4

0COS (0) =1COS2(0)10SEN (0) = 0SEN2(0)0SEN*COS0

1011121415169900000-99000001002227.544550-2227.544551104455118800-4455594012-99000009900000140-2227.5-445502227.5-4455150445559400-44551188016

ANALISIS DE ESTRUCTURAS APORTICADASMATRIZ DE RIGIDES DEL SISTEMA

12345678910111213141516157891.4285714284000-989.9999999999-989.9999999999-56571.428571428600000000020132415.6268221431454.6938775510-65999.999999992900-415.62682215741454.6938775510000000301454.69387755110748.5714285714989.999999999909900-1454.6938775513394.28571428570000000400989.999999999957231.42857142850989.9999999999000-56571.42857142860000005-989.9999999999-65999.99999999290066415.62682215041454.6938775510000-415.62682215741454.69387755100006-989.99999999990990989.99999999991454.6938775518768.57142857140000-1454.6938775513394.285714285700007-56571.428571428600000156891.42857142800-659.99999999990-989.9999999999000080-415.6268221574-1454.6938775510000134643.1268221433000.3061224490-65999.999999992904455000901454.6938775513394.285714285700003000.30612244922628.5714285714989.99999999990990594000010000-56571.428571428600-659.99999999990989.9999999999156561.4285714290989.99999999990-9900000110000-415.6268221574-1454.6938775510-65999.99999999290068643.12682215043000.30612244900-2227.544551200001454.6938775513394.2857142857-989.99999999990990989.99999999993000.30612244920648.571428571400-445559401300000004455594000015840989.9999999999099014000000000-9900000989.999999999999659.99999999990989.9999999999150000000000-2227.5-44550068227.4999999929-445516000000000044555940990989.9999999999-4455138601234567891011121314151610.00002677540.0000003476-0.00000046810.0000018760.00000068640.00000282520.00000966190.0000000727-0.00000000650.00000193920.0000001472-0.0000001306-0.00000013080.0000019289-0.0000000118-0.000000123620.00000034760.0000150927-0.00000178440.00000238320.0000150707-0.00000216650.00000012990.0000001477-0.00000081750.00000234190.0000002161-0.00000084280.00000011320.0000023242-0.00000004120.00000010443-0.0000004681-0.00000178440.0001030665-0.0000398476-0.0000016769-0.0000081606-0.00000030690.0000019567-0.0000161588-0.00003865160.00000153040.00000388070.0000079059-0.00003847550.00000031180.000000128740.0000018760.0000023832-0.00003984760.00051504210.0000036845-0.00005071050.00000274280.0000024429-0.00000922040.00050178940.0000036474-0.0000070651-0.00002637630.0004990531-0.0000024777-0.000032703550.00000068640.0000150707-0.00000167690.00000368450.0000301797-0.00000444940.00000025220.0000002165-0.00000083270.00000362030.0000003462-0.00000167690.00000000650.000003593-0.00000007690.000000325560.0000028252-0.0000021665-0.0000081606-0.0000507105-0.00000444940.00013169040.00000066440.00000243350.0000041941-0.00004914030.0000053538-0.00002339150.0000000758-0.0000489309-0.0000005950.000011602570.00000966190.0000001299-0.00000030690.00000274280.00000025220.00000066440.00000987130.000000028-0.00000006550.0000027810.00000005090.0000003051-0.00000013530.0000027673-0.0000000003-0.000000335280.00000007270.00000014770.00000195670.00000244290.00000021650.00000243350.0000000280.0000147164-0.00000137480.00000254830.0000145253-0.0000014162-0.00000353910.00000260580.0000001235-0.00000395559-0.0000000065-0.0000008175-0.0000161588-0.0000092204-0.00000083270.0000041941-0.0000000655-0.00000137480.0000523966-0.0000095373-0.0000013391-0.0000036513-0.0000189296-0.0000093259-0.00000002050.000004007100.00000193920.0000023419-0.00003865160.00050178940.0000036203-0.00004914030.0000027810.0000025483-0.00000953730.00050610720.0000038104-0.000007489-0.00002654430.0005033458-0.0000025115-0.0000328797110.00000014720.00000021610.00000153040.00000364740.00000034620.00000535380.00000005090.0000145253-0.00000133910.00000381040.0000293124-0.0000028837-0.00000331730.00000389910.0000002364-0.000008151512-0.0000001306-0.00000084280.0000038807-0.0000070651-0.0000016769-0.00002339150.0000003051-0.0000014162-0.0000036513-0.000007489-0.00000288370.00006080140.0000037287-0.00000723660.0000022996-0.000024141113-0.00000013080.00000011320.0000079059-0.00002637630.00000000650.0000000758-0.0000001353-0.0000035391-0.0000189296-0.0000265443-0.00000331730.00000372870.0000731578-0.0000270569-0.000000117-0.0000038623140.00000192890.0000023242-0.00003847550.00049905310.000003593-0.00004893090.00000276730.0000026058-0.00000932590.00050334580.0000038991-0.0000072366-0.00002705690.0005106482-0.0000025332-0.000033508415-0.0000000118-0.00000004120.0000003118-0.0000024777-0.0000000769-0.000000595-0.00000000030.0000001235-0.0000000205-0.00000251150.00000023640.0000022996-0.000000117-0.00000253320.00001507410.00000397316-0.00000012360.00000010440.0000001287-0.00003270350.00000032550.0000116025-0.0000003352-0.00000395550.000004007-0.0000328797-0.0000081515-0.0000241411-0.0000038623-0.00003350840.0000039730.0000890628

MATRIZ DE FUERZADEFORMACION1510.00015263732020.0000255699303-0.000400816841040.0051598015050.0000402774606-0.00049297877070.00007573738080.0000247926909-0.0000922366100100.0050275896110110.000037210212012-0.00007130413013-0.0002644169140140.005000175815015-0.000024835516016-0.0003276529COLUMNAI=0.000675E=2200000A=0.09L=3

1.570796327COS (-90) =0.00E+00COS2(-90)0-1.570796SEN (-90) = -1SEN2(90)1SEN*COS0

659.99999999990989.99999999990.0001526373-0.2960679828F1=065999.999999992900.0000255699=1.68761333989.999999999901980-0.0004008168-0.6425062729COLUMNAI=0.000675E=2200000A=0.09L=3

1.570796COS (90) =0COS2(90)01.570796SEN (90) = 1SEN2(90)1SEN*COS0

659.99999999990-989.9999999999-659.99999999990-989.99999999990.0001526373-2.4198705259065999.999999992900-65999.999999992900.0000255699-0.9706947639F2=-989.999999999901980989.99999999990990-0.0004008168=3.6754259545-659.99999999990989.9999999999659.99999999990989.99999999990.0051598012.41987052590-65999.99999999290065999.999999992900.00004027740.9706947639-989.99999999990990989.999999999901980-0.00049297873.5841856233

COLUMNAI=0.000675E=2200000A=0.09L=3

1.570796327COS (-90) =0.00E+00COS2(-90)0-1.570796SEN (-90) = -1SEN2(90)1SEN*COS0

659.99999999990989.99999999990.0000757373-0.0413275932F3=065999.999999992900.0000247926=1.6363094474989.999999999901980-0.0000922366-0.1076484845COLUMNAI=0.000675E=2200000A=0.09L=3

1.570796COS (90) =0COS2(90)01.570796SEN (90) = 1SEN2(90)1SEN*COS0

659.99999999990-989.9999999999-659.99999999990-989.99999999990.0000757373-3.1063173531065999.999999992900-65999.999999992900.0000247926-0.819562395F4=-989.999999999901980989.99999999990990-0.0000922366=4.6491144309-659.99999999990989.9999999999659.99999999990989.99999999990.00502758963.10631735310-65999.99999999290065999.999999992900.00003721020.819562395-989.99999999990990989.999999999901980-0.0000713044.6698376284COLUMNAI=0.000675E=2200000A=0.09L=3

0.3804816978COS (-90) =0COS2(-90)0-1.570796SEN (-90) = -1SEN2(-90)1SEN*COS0

659.99999999990989.9999999999-659.99999999990989.99999999990-0.2617727134065999.999999992900-65999.9999999929000F5=989.999999999901980-989.99999999990990-0.0002644169=-0.5235454269-659.99999999990-989.9999999999659.99999999990-989.999999999900.26177271340-65999.99999999290065999.9999999929000989.99999999990990-989.9999999999019800-0.2617727134COLUMNAI=0.000675M4E=2200000TN/M2A=0.09M2L=3

0.3804816978COS (90) =0COS2(21.8)01.570796SEN (90) = 1SEN2(21.8)1SEN*COS0

659.99999999990-989.9999999999-659.99999999990-989.99999999990-2.713966941065999.999999992900-65999.9999999929001.6391462367F6=-989.999999999901980989.99999999990990-0.0002644169=4.1022522363-659.99999999990989.9999999999659.99999999990989.99999999990.00500017582.7139669410-65999.99999999290065999.99999999290-0.0000248355-1.6391462367-989.99999999990990989.999999999901980-0.00032765294.0396485867VIGAI=0.0054E=2200000A=0.18L=7


56571.428571428600-56571.4285714286000.00015263734.35034446310415.62682215741454.6938775510-415.62682215741454.6938775510.0000255699-0.7169185662F7=01454.6938775516788.57142857140-1454.6938775513394.2857142857-0.0004008168=-3.0329196815-56571.42857142860056571.4285714286000.0000757373-4.35034446310-415.6268221574-1454.6938775510415.6268221574-1454.6938775510.00002479260.716918566201454.6938775513394.28571428570-1454.6938775516788.5714285714-0.0000922366-1.9855102818VIGAI=0.0054M4E=2200000TN/M2A=0.18M2L=4


9900000-99000000.00007573737.497989409402227.544550-2227.544550.0000247926-1.533665618504455118800-44555940-0.0000922366=-2.5559556646F8=-990000099000000-7.49798940940-2227.5-445502227.5-445501.53366561850445559400-445511880-0.0002644169-3.5787068094

VIGAI=0.0054E=2200000A=0.18L=7


56571.428571428600-56571.4285714286000.0051598017.47938885930415.62682215741454.6938775510-415.62682215741454.6938775510.0000402774-0.8195838417F9=01454.6938775516788.57142857140-1454.6938775513394.2857142857-0.0004929787=-3.5841856233-56571.42857142860056571.4285714286000.0050275896-7.47938885930-415.6268221574-1454.6938775510415.6268221574-1454.6938775510.00003721020.819583841701454.6938775513394.28571428570-1454.6938775516788.5714285714-0.000071304-2.1529012683VIGAI=0.0054M4E=2200000TN/M2A=0.18M2L=4


9900000-99000000.00502758962.71396694102227.544550-2227.544550.0000372102-1.639146236704455118800-44555940-0.000071304=-2.5169363601F10=-990000099000000.0050001758-2.7139669410-2227.5-445502227.5-4455-0.00002483551.63914623670445559400-445511880-0.0003276529-4.0396485867

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Matrices Para Analisis II