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ANAEST II

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  DATOS PARA MATRIZ DE RIGIDEZ DE BARRA DE PORTICO: BARRA 1: α= 90A=0.00474L=10I=0.0000222E=200000000EI/L3=4.44V153.28 0 -266.4 -53.280 94800 0 0KG1= -266.4 0 1776 266.4-53.28 0 266.4 53.280 -94800 0 0-266.4 0 888 266.4 DATOS PARA MATRIZ DE RIGIDEZ DE BARRA DE PORTICO: BARRA 2: α= 0A=0.00474L=8I=0.0000222E=200000000EI/L3=8.671875V1 V2 V3118500.00 0 0 -1185000 104.0625 416.25 0KG2= 0 416.25 2220 0-118500 0 0 1185000 -104.0625 -416.25 00 416.25 1110 0 MATRIZ DE RIGIDEZ DE LA ESTRUCTURA  V1 V2118553.28 00 94904.0625266.4 416.250 416.25 ACCIONES EN LOS EXTREMOS DE LAS BARRAS: NUDO 2=120{PF2}= -37.5125NUDO 3 =0{PF3}= -37.575120{PF}= -37.512575V1{PF}=[K]* V2V3V4  8.4365E-06 1.4337E-09 -6.532346E-07 3.263485E-07 1201.4337E-09 1.0547E-05 -0.000000638 -1.65855E-06*-37.5-6.5323E-07 -6.3804E-07 0.0002907024 -0.000145232 1253.2635E-07 -1.6585E-06 -0.000145232 0.0005233772 75V1 0.00095515V2=-0.0005995V3 0.02539097V4 0.0212007BARRA 1:Q1 0.0009551473 -120Q2 -0.000599487 0Q3= KG1 * 0.0253909669+ 200Q5 0 -120Q6 0 0Q7 0 -200Q1 -6.7132633 -120Q2 -56.831399 0Q3= 44.8399059+ 200Q5 6.71326333 -120Q6 56.8313989 0Q7 22.2927274 -200Q1 -126.71326Q2 -56.831399Q3= 244.839906Q5 -113.28674Q6 56.8313989Q7 -177.70727BARRA 2:Q1 0.0009551473 0  Q2 -0.000599487 37.5Q3= KG2 * 0.0253909669+ 75Q8 0 0Q9 0 37.5Q4 0.0212007042 -75Q1 113.184956 0Q2 19.3313989 37.5Q3= 79.6511916+ 75Q8 -113.18496 0Q9 -19.331399 37.5Q4 75 -75Q1 113.184956Q2 56.8313989Q3= 154.651192Q8 -113.18496Q9 18.1686011Q4 0
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