Trabajo de Analisis 2

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BARRA E A L F U1 U2 (F*U1*L)/(E*A) (F*U2*L)/(E*A) (U1^2*L)/(EA) (U2^2*L)/(EA) (U1*U2*L)/(E*A) 1  1 1 3  2 1 0 6 0 3 2  1 1 3  -2 1 0 -6 0 3 3 1 1 3  -2 1 0 -6 0 3 4  1 1 4.24  2.83 0 0 0 0 0 5  1 1 3  0 0 0 0 0 0 6  1 1 4.24  5.66 0 0 0 0 0 7  1 1 3  -4 0 0 0 0 0 8  1 1 4.24  11.31 0 0 0 0 0 9 1 1 3  -2 0 0 0 0 0 Ʃtotal=  0 -6 0 9 AL1 AL2 F11 F22 F12 L1= 0 F11= 0 L2= -6 F22= 9 F12= 0 !R"= - 0 0 * 0 0 9 -6 E##$502 E##$502 0 E##$502 E##$502 -6 !R"= E## $502R1 E## $502R2 -0.1111111111 R2 0.66666666 R1 !R"=%  " {  ^(%1) *!L"

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ejercicos de desplazamientos de armaduras

Transcript of Trabajo de Analisis 2

  • BARRA E A L F U1 U2 (F*U1*L)/(E*A) (F*U2*L)/(E*A) (U1^2*L)/(EA) (U2^2*L)/(EA) (U1*U2*L)/(E*A)1 1 1 3 2 1 0 6 0 3 02 1 1 3 -2 1 0 -6 0 3 03 1 1 3 -2 1 0 -6 0 3 04 1 1 4.24 2.83 0 0 0 0 0 05 1 1 3 0 0 0 0 0 0 06 1 1 4.24 5.66 0 0 0 0 0 07 1 1 3 -4 0 0 0 0 0 08 1 1 4.24 11.31 0 0 0 0 0 09 1 1 3 -2 0 0 0 0 0 0

    total= 0 -6 0 9 0AL1 AL2 F11 F22 F12

    L1= 0 F11= 0L2= -6 F22= 9

    F12= 0

    {R}= -0 0

    *0

    0 9 -6

    Err:502 Err:502 0Err:502 Err:502 -6

    {R}=Err:502 R1Err:502 R2

    -0.1111111111 -6

    R20.6666666667

    R1

    {R}= }{ ^(1)*{L}

  • BARRA L A E F U1 U2 (F*U1*E)/A (F*U2*E)/A (U1^2*E)/A (U2^2*E)/A (U1*U2*E)/A1 900 12.9 1 191.25 0.5 0 6671.511627907 0 17.44186047 0 02 900 12.9 1 191.25 0.5 0 6671.511627907 0 17.44186047 0 03 900 12.9 1 213.75 0.5 -0.707 7456.395348837 -10543.343023 17.44186047 34.873186047 -24.66279069774 900 12.9 1 213.75 0.5 0 7456.395348837 0 17.44186047 0 05 1273 12.9 1 -143.19 -0.707 0 9990.1221 0 49.32618426 0 06 900 12.9 1 -202.5 -1 0 14127.90697674 0 69.76744186 0 07 900 12.9 1 -202.5 -1 -0.707 14127.90697674 9988.43023256 69.76744186 34.873186047 49.32558139538 1273 12.9 1 -302.29 -0.707 0 21090.25776667 0 49.32618426 0 09 900 6.5 1 90 0 0 0 0 0 0 0

    10 1273 6.5 1 15.91 0.707 0 2202.950001538 0 97.89350415 0 011 900 6.5 1 0 0 -0.707 0 0 0 69.209861538 012 1273 6.5 1 0 0 1 0 0 0 195.84615385 013 900 6.5 1 225 0 -0.707 0 -22025.769231 0 69.209861538 014 1273 6.5 1 -15.91 0.707 1 -2202.950001538 -3115.9123077 97.89350415 195.84615385 138.4632307692

    total= 87592.00777364 -25696.594329 503.7417024 599.85840286 163.1260214669L1= 87592 F11= 503.7417 AL1 AL2 F11 F22 F12L2= -25696.6 F22= 599.8584

    F12= 163.12602

    503.7417 163.12602 * 87592163.126 599.8584 -25697

    0.002177 -0.000592-0.00059 0.001828 205.886 R1

    -98.826 R2

    {R}= }{ ^(1)*{L}

  • BARRA L A E F U11 6 1 1 -12.6 0.0322 6 1 1 10.97 -1.413 6 1 1 25.69 -0.0324 6 1 1 25.69 -0.0325 7.81 1 1 -33.34 -0.0456 6 1 1 -23.57 -1.377 7 1 1 -55.23 0.0648 7.81 1 1 -36.34 0.0459 5 1 1 23.57 -1.44

    10 7.81 1 1 -33.34 011 7.81 1 1 0 2.0412 5 1 1 14.72 -1.4413 7.81 1 1 -20.82 014 7.81 1 1 0 -0.04515 5 1 1 0 0

    L1= -212.83035 F11= 76.5068305L2= -897.841665 F22= 24.1414769

    F12= 10.4793208

    76.5068305 10.4793208 *10.4793208 24.1414769

    0.013897 -0.0060324-0.0060324 0.04404103

    {R}= }{ ^(1)*{L}

  • U2 (F*U1*L)/A (F*U2*L)/A (U1^2*L)/A (U2^2*L)/A (U1*U2*L)/A-0.085 -2.4192 6.426 0.006144 0.04335 -0.01632

    -1 -92.8062 -65.82 11.9286 6 8.46-1.2 -4.93248 -184.968 0.006144 8.64 0.2304-0.56 -4.93248 -86.3184 0.006144 1.8816 0.107520.2 11.717343 -52.07708 0.01581525 0.3124 -0.07029

    0.144 193.7454 -20.36448 11.2614 0.124416 -1.183680.356 -24.74304 -137.63316 0.028672 0.887152 0.1594880.795 -12.771693 -225.633243 0.01581525 4.93611525 0.27940275-0.144 -169.704 -16.9704 10.368 0.10368 1.0368

    0.2 0 -52.07708 0 0.3124 00 0 0 32.502096 0 0

    -0.205 -105.984 -15.088 10.368 0.210125 1.4760.291 0 -47.3178222 0 0.66135861 0

    0 0 0 0 0-0.076 0 0 0 0.02888 0

    total= -212.83035 -897.841665 76.5068305 24.1414769 10.4793208AL1 AL2 F11 F22 F12

    -212.83035-897.841665

    2.46 R1-38.3 R2

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