Resultados ECO1

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  • 7/26/2019 Resultados ECO1

    1/17

    ECOgcWE E2.33 -ECO- 1

    VERSIN DE EVALUACIN Ab.11/16

    GENERALES [Versin de evaluacin]

    Nudos: 12Apoyos: 4

    Secciones transversales: 3

    Miembros: 16trabes: 8

    columnas: 8otros: 0

    Paneles: 0

    Tableros: 2Diafragmas: 2

    Factor de zona rgida: 0.5000

    NIVELES [Versin de evaluacin]

    Nivel Id Altura Z Bx By0 01 1 3.600 3.600 6.100 6.1002 2 3.600 7.200 6.100 6.100

    NUDOS [Versin de evaluacin]

    NUDO X Y Z Masa(m) (m) (m) (T/g)

    1+A/0 0.000 0.000 0.000 0.0001+B/0 0.000 6.100 0.000 0.0002+A/0 6.100 0.000 0.000 0.000

    2+B/0 6.100 6.100 0.000 0.0001+A/1 0.000 0.000 3.600 0.4171+B/1 0.000 6.100 3.600 0.4172+A/1 6.100 0.000 3.600 0.4172+B/1 6.100 6.100 3.600 0.4171+A/2 0.000 0.000 7.200 0.2751+B/2 0.000 6.100 7.200 0.2752+A/2 6.100 0.000 7.200 0.2752+B/2 6.100 6.100 7.200 0.275

    APOYOS [Versin de evaluacin]

    NUDO Dx Dy Dz Rx Ry Rz1+A/0 R R R R R R1+B/0 R R R R R R2+A/0 R R R R R R2+B/0 R R R R R R

    SECCIONES TRANSVERSALES [Versin de evaluacin]

    SEC TP MODULO E kG DIMENSIONES [parmetros] DISEO UBIC.ACEROTR R 2000000 0.40 B:0.31 H:0.6 [NS:4] Flexin r:0.05, re:0.05CO R 2000000 0.40 B:0.31 H:0.3 [NS:4] FlexoCom Ah/Ab:1, r:0.05,

    re:0.05

    MIEMBROS [Versin de evaluacin]

    Miembro SEC P1-2 P1-3 Ang L Li Lj(grad) (m) (m) (m)

    1+A-B/1 TR R-R R-R 0 6.100 0.155 0.1552+A-B/1 TR R-R R-R 0 6.100 0.155 0.155

    A+1-2/1 TR R-R R-R 0 6.100 0.155 0.155B+1-2/1 TR R-R R-R 0 6.100 0.155 0.1551+A/0-1 CO R-R R-R 0 3.600 0.000 0.3001+B/0-1 CO R-R R-R 0 3.600 0.000 0.3002+A/0-1 CO R-R R-R 0 3.600 0.000 0.3002+B/0-1 CO R-R R-R 0 3.600 0.000 0.3001+A-B/2 TR R-R R-R 0 6.100 0.155 0.1552+A-B/2 TR R-R R-R 0 6.100 0.155 0.155

    A+1-2/2 TR R-R R-R 0 6.100 0.155 0.155B+1-2/2 TR R-R R-R 0 6.100 0.155 0.1551+A/1-2 CO R-R R-R 0 3.600 0.300 0.3001+B/1-2 CO R-R R-R 0 3.600 0.300 0.3002+A/1-2 CO R-R R-R 0 3.600 0.300 0.3002+B/1-2 CO R-R R-R 0 3.600 0.300 0.300

    TABLEROS [Versin de evaluacin]

    Tablero rea(m2)

    1+A: 2+A: 2+B: 37.211+B/11+A: 2+A: 2+B: 37.211+B/2

  • 7/26/2019 Resultados ECO1

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    ECOgcWE E2.33 -ECO- 2

    VERSIN DE EVALUACIN Ab.11/16

    TABLEROS [Versin de evaluacin]

    Tablero rea(m2)

    DIAFRAGMAS [Versin de evaluacin]

    Diafragma rea X.CG Y.CG Masa X.CM Y.CM MasaROT(m2) (m) (m) (T/g) (m) (m) (T*m2/g)

    Df:1+A/1 37.21 3.050 3.050 1.669 3.050 3.050 10.350Df:1+A/2 37.21 3.050 3.050 1.100 3.050 3.050 6.822

    DATOS ANLISIS SISMICO [Versin de evaluacin]

    Reglamento: RDF.2004Tipo de anlisis: Dinmico

    Clculo de respuestas: Cortantes equivalentesModos a calcular: 6Niveles sin masa: 0

    Grupo: BZona: II

    QX: 2QY: 2kQ: 1 (regular)

    ex.accidental: 0.1 Bc: 0.32

    a0: 0.08Ta: 0.2 segTb: 1.35 seg

    r: 1.33

    COMBINACIONES [Versin de evaluacin]

    Id Combinacin para PDeltaPD1 1.4CM + 1.4CV

    Id Combinacin para MasasMA1 CM + CVI

    Id Combinacin para DiseoDI1 1.4CM + 1.4CVDI2 1.1CM + 1.1CVI + 1.1SIFX1 + 0.33SIFY1DI3 1.1CM + 1.1CVI + 1.1SIFX1 - 0.33SIFY1DI4 1.1CM + 1.1CVI - 1.1SIFX1 + 0.33SIFY1DI5 1.1CM + 1.1CVI - 1.1SIFX1 - 0.33SIFY1DI6 1.1CM + 1.1CVI + 1.1SIFX2 + 0.33SIFY1DI7 1.1CM + 1.1CVI + 1.1SIFX2 - 0.33SIFY1DI8 1.1CM + 1.1CVI - 1.1SIFX2 + 0.33SIFY1

    DI9 1.1CM + 1.1CVI - 1.1SIFX2 - 0.33SIFY1DI10 1.1CM + 1.1CVI + 1.1SIFX1 + 0.33SIFY2DI11 1.1CM + 1.1CVI + 1.1SIFX1 - 0.33SIFY2DI12 1.1CM + 1.1CVI - 1.1SIFX1 + 0.33SIFY2DI13 1.1CM + 1.1CVI - 1.1SIFX1 - 0.33SIFY2DI14 1.1CM + 1.1CVI + 1.1SIFX2 + 0.33SIFY2DI15 1.1CM + 1.1CVI + 1.1SIFX2 - 0.33SIFY2DI16 1.1CM + 1.1CVI - 1.1SIFX2 + 0.33SIFY2DI17 1.1CM + 1.1CVI - 1.1SIFX2 - 0.33SIFY2DI18 1.1CM + 1.1CVI + 0.33SIFX1 + 1.1SIFY1DI19 1.1CM + 1.1CVI + 0.33SIFX1 - 1.1SIFY1DI20 1.1CM + 1.1CVI - 0.33SIFX1 + 1.1SIFY1DI21 1.1CM + 1.1CVI - 0.33SIFX1 - 1.1SIFY1DI22 1.1CM + 1.1CVI + 0.33SIFX2 + 1.1SIFY1DI23 1.1CM + 1.1CVI + 0.33SIFX2 - 1.1SIFY1DI24 1.1CM + 1.1CVI - 0.33SIFX2 + 1.1SIFY1DI25 1.1CM + 1.1CVI - 0.33SIFX2 - 1.1SIFY1DI26 1.1CM + 1.1CVI + 0.33SIFX1 + 1.1SIFY2DI27 1.1CM + 1.1CVI + 0.33SIFX1 - 1.1SIFY2

    DI28 1.1CM + 1.1CVI - 0.33SIFX1 + 1.1SIFY2DI29 1.1CM + 1.1CVI - 0.33SIFX1 - 1.1SIFY2DI30 1.1CM + 1.1CVI + 0.33SIFX2 + 1.1SIFY2DI31 1.1CM + 1.1CVI + 0.33SIFX2 - 1.1SIFY2DI32 1.1CM + 1.1CVI - 0.33SIFX2 + 1.1SIFY2DI33 1.1CM + 1.1CVI - 0.33SIFX2 - 1.1SIFY2

    Donde: [Versin de evaluacin]

    IdEC DescripcinCM Carga MuertaCV Carga VivaCVI Carga Viva InstantaneaSIFX1 SISMO 1 en direccin XSIFX2 SISMO 2 en direccin XSIFY1 SISMO 1 en direccin Y

  • 7/26/2019 Resultados ECO1

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    ECOgcWE E2.33 -ECO- 3

    VERSIN DE EVALUACIN Ab.11/16

    Donde: [Versin de evaluacin]

    IdEC DescripcinSIFY2 SISMO 2 en direccin Y

    ANLISIS SSMICO DINMICO [RDF2004] [Versin de evaluacin]

    Perodo Aceleracin Coef.ParticipacinModo (seg) espectral x y Q'x Q'y

    1 0.317 0.320 1.622 0.000 2.000 2.000

    2 0.308 0.320 0.000 1.621 2.000 2.0003 0.174 0.289 0.000 0.000 1.872 1.8724 0.118 0.222 0.373 0.000 1.591 1.5915 0.115 0.218 0.000 0.378 1.574 1.5746 0.065 0.159 0.000 0.000 1.327 1.327

    PESO TOTAL EN SISMO 27.16 T

    CORTANTES BASALESesttico total X: 4.35 T

    Y: 4.35 Testtico reducido X: 4.35 T

    Y: 4.35 Ta0*Wt: 2.17 T

    mnimo X: 3.48 T [factor: 0.8]Y: 3.48 T

    Peso modal efectivo % de peso total

    Modo x (T) y (T) x y1 25.80 0.00 94.97 0.002 0.00 25.76 0.00 94.853 0.00 0.00 0.00 0.004 1.37 0.00 5.03 0.005 0.00 1.40 0.00 5.156 0.00 0.00 0.00 0.00

    Suma 27.16 27.16 100.00 100.00

    Cortantes basales Alturas efectivas Momentos de volteoModo Vx (T) Vy (T) Mz (T*m) Hx (m) Hy (m) Mx (T*m) My (T*m)

    1 4.13 0.00 0.00 5.436 0.000 22.44 0.002 0.00 4.12 0.00 0.000 5.441 0.00 22.433 0.00 0.00 24.79 0.000 0.000 0.00 0.004 0.19 0.00 0.00 -2.622 0.000 -0.50 0.005 0.00 0.19 0.00 0.000 -2.527 0.00 -0.496 0.00 0.00 0.96 0.000 0.000 0.00 0.00

    Comb 4.13 4.13 24.81 22.44 22.43

    ESTIMACIN DE RIGIDECES DE ENTREPISO [Versin de evaluacin]

    C o r t a n t e Desplaz. C.Masa Desplaz.Relat ivo Rigidez de EntrepisoNivel X (T) Y (T) X (m) Y (m) X (m) Y (m) X (T/m) Y (T/m)2 2.13 2.13 0.00486 0.00462 0.00178 0.00171 1196.86 1248.951 4.13 4.13 0.00308 0.00291 0.00308 0.00291 1342.14 1418.35

    SISMO EN DIRECCION X [Versin de evaluacin]

    R e s p u e s t a s t o t a l e s Centro de masa Ex.Accid. Ex.Din Posiciones F.SsmicaNudo Fx (T) Fy (T) Mz (T*m) x (m) y (m) 0.1b (m) ed (m) Y1 (m) Y2 (m)Df: 1+A/2 2.13 0.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440Df: 1+A/1 2.01 0.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440SUMA 4.13 0.00 0.00

    SISMO EN DIRECCION Y [Versin de evaluacin]

    R e s p u e s t a s t o t a l e s Centro de masa Ex.Accid. Ex.Din Posiciones F.SsmicaNudo Fx (T) Fy (T) Mz (T*m) x (m) y (m) 0.1b (m) ed (m) X1 (m) X2 (m)Df: 1+A/2 0.00 2.13 0.00 3.050 3.050 0.610 0.000 3.660 2.440Df: 1+A/1 0.00 2.00 0.00 3.050 3.050 0.610 0.000 3.660 2.440SUMA 0.00 4.13 0.00

    ENVOLVENTE DE DESPLAZAMIENTOS NODALES [Versin de evaluacin]

    Nudo Comb Dx (cm) Dy (cm) Dz (cm) Rx (rad) Ry (rad) Rz (rad)1+A/1 DI1 0.000 0.000 -0.020 -0.000409 0.000424 0.000000

    DI3 0.299 -0.056 -0.012 -0.000217 0.000519 -0.000132DI4 -0.299 0.056 -0.016 -0.000317 0.000035 0.000132DI6 0.379 0.056 -0.011 -0.000317 0.000578 0.000132DI9 -0.379 -0.056 -0.017 -0.000217 -0.000024 -0.000132

    DI26 0.061 0.361 -0.011 -0.000568 0.000329 -0.000132DI29 -0.061 -0.361 -0.017 0.000034 0.000225 0.000132

  • 7/26/2019 Resultados ECO1

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    ECOgcWE E2.33 -ECO- 4

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE DESPLAZAMIENTOS NODALES [Versin de evaluacin]

    Nudo Comb Dx (cm) Dy (cm) Dz (cm) Rx (rad) Ry (rad) Rz (rad)1+B/1 DI1 0.000 0.000 -0.020 0.000409 0.000424 0.000000

    DI3 0.379 -0.056 -0.011 0.000317 0.000578 -0.000132DI4 -0.379 0.056 -0.017 0.000217 -0.000024 0.000132

    DI26 0.142 0.361 -0.016 -0.000034 0.000388 -0.000132DI29 -0.142 -0.361 -0.012 0.000568 0.000166 0.000132

    2+A/1 DI1 0.000 0.000 -0.020 -0.000409 -0.000424 0.000000DI3 0.299 -0.137 -0.017 -0.000155 -0.000035 -0.000132DI4 -0.299 0.137 -0.011 -0.000379 -0.000519 0.000132

    DI6 0.379 0.137 -0.016 -0.000379 0.000024 0.000132DI9 -0.379 -0.137 -0.012 -0.000155 -0.000578 -0.000132DI19 0.061 -0.361 -0.017 0.000034 -0.000225 -0.000132DI20 -0.061 0.361 -0.011 -0.000568 -0.000329 0.000132

    2+B/1 DI1 0.000 0.000 -0.020 0.000409 -0.000424 0.000000DI3 0.379 -0.137 -0.016 0.000379 0.000024 -0.000132DI4 -0.379 0.137 -0.012 0.000155 -0.000578 0.000132

    DI19 0.142 -0.361 -0.012 0.000568 -0.000166 -0.000132DI20 -0.142 0.361 -0.016 -0.000034 -0.000388 0.000132

    1+A/2 DI1 0.000 0.000 -0.027 -0.000265 0.000273 0.000000DI3 0.473 -0.090 -0.017 -0.000188 0.000313 -0.000207DI4 -0.473 0.090 -0.021 -0.000231 0.000118 0.000207DI6 0.600 0.090 -0.015 -0.000231 0.000335 0.000207DI9 -0.600 -0.090 -0.023 -0.000188 0.000097 -0.000207

    DI26 0.098 0.573 -0.015 -0.000330 0.000237 -0.000207DI29 -0.098 -0.573 -0.023 -0.000089 0.000194 0.000207

    1+B/2 DI1 0.000 0.000 -0.027 0.000265 0.000273 0.000000DI3 0.600 -0.090 -0.015 0.000231 0.000335 -0.000207

    DI4 -0.600

    0.090 -0.023 0.000188 0.000097 0.000207

    DI26 0.224 0.573 -0.021 0.000089 0.000259 -0.000207DI29 -0.224 -0.573 -0.017 0.000330 0.000172 0.000207

    2+A/2 DI1 0.000 0.000 -0.027 -0.000265 -0.000273 0.000000DI3 0.473 -0.216 -0.023 -0.000166 -0.000118 -0.000207DI4 -0.473 0.216 -0.015 -0.000253 -0.000313 0.000207DI6 0.600 0.216 -0.021 -0.000253 -0.000097 0.000207DI9 -0.600 -0.216 -0.017 -0.000166 -0.000335 -0.000207

    DI19 0.098 -0.573 -0.023 -0.000089 -0.000194 -0.000207DI20 -0.098 0.573 -0.015 -0.000330 -0.000237 0.000207

    2+B/2 DI1 0.000 0.000 -0.027 0.000265 -0.000273 0.000000DI3 0.600 -0.216 -0.021 0.000253 -0.000097 -0.000207DI4 -0.600 0.216 -0.017 0.000166 -0.000335 0.000207

    DI19 0.224 -0.573 -0.017 0.000330 -0.000172 -0.000207DI20 -0.224 0.573 -0.021 0.000089 -0.000259 0.000207

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3

    (T) (T) (T) (T*m) (T*m) (T*m)1+A-B/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.907TR R DI3 0.000 2.432 0.000 -0.032 0.000 1.8380.31x0.6

    DI4 0.000 2.070 0.000 0.032 0.000 0.735DI26 0.000 1.147 0.000 -0.032 0.000 -2.082DI29 0.000 3.356 0.000 0.032 0.000 4.655

    0.155 DI3 0.000 2.318 0.000 -0.032 0.000 1.469DI4 0.000 1.956 0.000 0.032 0.000 0.423

    DI26 0.000 1.032 0.000 -0.032 0.000 -2.251DI29 0.000 3.241 0.000 0.032 0.000 4.144

    0.755 DI3 0.000 1.875 0.000 -0.032 0.000 0.212DI4 0.000 1.513 0.000 0.032 0 .000 -0.618

    DI26 0.000 0.590 0.000 -0.032 0.000 -2.738DI29 0.000 2.798 0.000 0.032 0.000 2.332

    1.313 DI3 0.000 1.463 0.000 -0.032 0 .000 -0.719DI4 0.000 1.101 0.000 0.032 0 .000 -1.347

    DI26 0.000 0.178 0.000 -0.032 0.000 -2.952DI29 0.000 2.387 0.000 0.032 0.000 0.885

    2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.070DI3 0.000 0.608 0.000 -0.032 0 .000 -1.918DI4 0.000 0.247 0.000 0.032 0 .000 -2.128

    DI26 0.000 -0.677 0.000 -0.032 0.000 -2.662DI29 0.000 1.532 0.000 0.032 0.000 -1.384

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.256DI3 0.000 0.181 0.000 -0.032 0 .000 -2.147DI4 0.000 -0.181 0.000 0.032 0 .000 -2.147

    DI26 0.000 -1.104 0.000 -0.032 0.000 -2.147DI29 0.000 1.104 0.000 0.032 0.000 -2.147

    3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.070DI3 0.000 -0.247 0.000 -0.032 0.000 -2.128DI4 0.000 -0.608 0.000 0.032 0.000 -1.918

    DI26 0.000 -1.532 0.000 -0.032 0.000 -1.384

  • 7/26/2019 Resultados ECO1

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    ECOgcWE E2.33 -ECO- 5

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI29 0.000 0.677 0.000 0.032 0.000 -2.6624.787 DI3 0.000 -1.101 0.000 -0.032 0 .000 -1.347

    DI4 0.000 -1.463 0.000 0.032 0 .000 -0.719DI26 0.000 -2.387 0.000 -0.032 0.000 0.885DI29 0.000 -0.178 0.000 0.032 0.000 -2.952

    5.345 DI3 0.000 -1.513 0.000 -0.032 0 .000 -0.618DI4 0.000 -1.875 0.000 0.032 0.000 0.212

    DI26 0.000 -2.798 0.000 -0.032 0.000 2.332DI29 0.000 -0.590 0.000 0.032 0.000 -2.7385.945 DI3 0.000 -1.956 0.000 -0.032 0.000 0.423

    DI4 0.000 -2.318 0.000 0.032 0.000 1.469DI26 0.000 -3.241 0.000 -0.032 0.000 4.144DI29 0.000 -1.032 0.000 0.032 0.000 -2.251

    6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.907DI3 0.000 -2.070 0.000 -0.032 0.000 0.735DI4 0.000 -2.432 0.000 0.032 0.000 1.838

    DI26 0.000 -3.356 0.000 -0.032 0.000 4.655DI29 0.000 -1.147 0.000 0.032 0.000 -2.082

    2+A-B/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.907TR R DI3 0.000 2.664 0.000 -0.032 0.000 2.5440.31x0.6

    DI4 0.000 1.839 0.000 0.032 0.000 0.028DI19 0.000 3.356 0.000 -0.032 0.000 4.655DI20 0.000 1.147 0.000 0.032 0.000 -2.082

    0.155 DI3 0.000 2.549 0.000 -0.032

    0.000 2.140DI4 0.000 1.724 0.000 0.032 0 .000 -0.248DI19 0.000 3.241 0.000 -0.032 0.000 4.144DI20 0.000 1.032 0.000 0.032 0.000 -2.251

    0.755 DI3 0.000 2.106 0.000 -0.032 0.000 0.744DI4 0.000 1.282 0.000 0.032 0 .000 -1.149

    DI19 0.000 2.798 0.000 -0.032 0.000 2.332DI20 0.000 0.590 0.000 0.032 0.000 -2.738

    1.313 DI3 0.000 1.695 0.000 -0.032 0 .000 -0.317DI4 0.000 0.870 0.000 0.032 0 .000 -1.750

    DI19 0.000 2.387 0.000 -0.032 0.000 0.885DI20 0.000 0.178 0.000 0.032 0.000 -2.952

    2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.070DI3 0.000 0.840 0.000 -0.032 0 .000 -1.784DI4 0.000 0.015 0.000 0.032 0 .000 -2.262

    DI19 0.000 1.532 0.000 -0.032 0.000 -1.384DI20 0.000 -0.677 0.000 0.032 0.000 -2.662

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.256

    DI3 0.000 0.412 0.000 -0.032

    0 .000 -2.147DI4 0.000 -0.412 0.000 0.032 0 .000 -2.147DI19 0.000 1.104 0.000 -0.032 0.000 -2.147DI20 0.000 -1.104 0.000 0.032 0.000 -2.147

    3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.070DI3 0.000 -0.015 0.000 -0.032 0.000 -2.262DI4 0.000 -0.840 0.000 0.032 0.000 -1.784

    DI19 0.000 0.677 0.000 -0.032 0.000 -2.662DI20 0 .000 -1.532 0.000 0.032 0.000 -1.384

    4.787 DI3 0.000 -0.870 0.000 -0.032 0 .000 -1.750DI4 0.000 -1.695 0.000 0.032 0 .000 -0.317

    DI19 0.000 -0.178 0.000 -0.032 0.000 -2.952DI20 0 .000 -2.387 0.000 0.032 0.000 0.885

    5.345 DI3 0.000 -1.282 0.000 -0.032 0 .000 -1.149DI4 0.000 -2.106 0.000 0.032 0.000 0.744

    DI19 0.000 -0.590 0.000 -0.032 0.000 -2.738DI20 0 .000 -2.798 0.000 0.032 0.000 2.332

    5.945 DI3 0.000 -1.724 0.000 -0.032 0 .000 -0.248DI4 0.000 -2.549 0.000

    0.032 0.000 2.140

    DI19 0.000 -1.032 0.000 -0.032 0.000 -2.251DI20 0 .000 -3.241 0.000 0.032 0.000 4.144

    6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.907DI3 0.000 -1.839 0.000 -0.032 0.000 0.028DI4 0.000 -2.664 0.000 0.032 0.000 2.544

    DI19 0.000 -1.147 0.000 -0.032 0.000 -2.082DI20 0.000 -3.356 0.000 0.032 0.000 4.655

    A+1-2/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.852TR R DI3 0.000 1.369 0.000 -0.033 0 .000 -1.4420.31x0.6

    DI4 0.000 3.134 0.000 0.033 0.000 3.940DI6 0.000 1.148 0.000 0.033 0.000 -2.116DI9 0.000 3.355 0.000 -0.033 0.000 4.615

    0.155 DI3 0.000 1.254 0.000 -0.033 0 .000 -1.645

  • 7/26/2019 Resultados ECO1

    6/17

    ECOgcWE E2.33 -ECO- 6

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI4 0.000 3.019 0.000 0.033 0.000 3.464DI6 0.000 1.033 0.000 0.033 0.000 -2.285DI9 0.000 3.240 0.000 -0.033 0.000 4.104

    0.755 DI3 0.000 0.812 0.000 -0.033 0 .000 -2.265DI4 0.000 2.576 0.000 0.033 0.000 1.785DI6 0.000 0.591 0.000 0.033 0.000 -2.772DI9 0.000 2.797 0.000 -0.033 0.000 2.292

    1.313 DI3 0.000 0.400 0.000 -0.033 0 .000 -2.603DI4 0.000 2.164 0.000 0.033 0.000 0.462DI6 0.000 0.179 0.000 0.033 0.000 -2.987DI9 0.000 2.385 0.000 -0.033 0.000 0.846

    2.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.126DI3 0.000 -0.455 0.000 -0.033 0 .000 -2.571DI4 0.000 1.310 0.000 0.033 0 .000 -1.549DI6 0.000 -0.676 0.000 0.033 0.000 -2.699DI9 0.000 1.531 0.000 -0.033 0.000 -1.421

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.312DI3 0.000 -0.882 0.000 -0.033 0 .000 -2.184DI4 0.000 0.882 0.000 0.033 0 .000 -2.184DI6 0.000 -1.103 0.000 0.033 0.000 -2.184DI9 0.000 1.103 0.000 -0.033 0.000 -2.184

    3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.126DI3 0.000 -1.310 0.000 -0.033 0 .000 -1.549DI4 0.000 0.455 0.000 0.033 0 .000 -2.571DI6 0 .000 -1.531 0.000 0.033 0.000 -1.421

    DI9 0.000 0.676 0.000 -0.033 0.000 -2.6994.787 DI3 0.000 -2.164 0.000 -0.033 0.000 0.462DI4 0.000 -0.400 0.000 0.033 0 .000 -2.603DI6 0 .000 -2.385 0.000 0.033 0.000 0.846DI9 0.000 -0.179 0.000 -0.033 0.000 -2.987

    5.345 DI3 0.000 -2.576 0.000 -0.033 0.000 1.785DI4 0.000 -0.812 0.000 0.033 0 .000 -2.265DI6 0 .000 -2.797 0.000 0.033 0.000 2.292DI9 0.000 -0.591 0.000 -0.033 0.000 -2.772

    5.945 DI3 0.000 -3.019 0.000 -0.033 0.000 3.464DI4 0.000 -1.254 0.000 0.033 0 .000 -1.645DI6 0 .000 -3.240 0.000 0.033 0.000 4.104DI9 0.000 -1.033 0.000 -0.033 0.000 -2.285

    6.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.852DI3 0.000 -3.134 0.000 -0.033 0.000 3.940DI4 0.000 -1.369 0.000 0.033 0 .000 -1.442DI6 0.000 -3.355 0.000 0.033 0.000 4.615DI9 0.000 -1.148 0.000 -0.033 0.000 -2.116

    B+1-2/1 0.000 DI1 0.000 3.386 0.000 0.000 0.000 1.852TR R DI3 0.000 1.148 0.000 -0.033 0.000 -2.1160.31x0.6

    DI4 0.000 3.355 0.000 0.033 0.000 4.6150.155 DI3 0.000 1.033 0.000 -0.033 0.000 -2.285

    DI4 0.000 3.240 0.000 0.033 0.000 4.1040.755 DI3 0.000 0.591 0.000 -0.033 0.000 -2.772

    DI4 0.000 2.797 0.000 0.033 0.000 2.2921.313 DI3 0.000 0.179 0.000 -0.033 0.000 -2.987

    DI4 0.000 2.385 0.000 0.033 0.000 0.8462.471 DI1 0.000 0.643 0.000 0.000 0.000 -3.126

    DI3 0.000 -0.676 0.000 -0.033 0 .000 -2.699DI4 0.000 1.531 0.000 0.033 0 .000 -1.421

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -3.312DI3 0.000 -1.103 0.000 -0.033 0 .000 -2.184DI4 0.000 1.103 0.000 0.033 0 .000 -2.184

    3.629 DI1 0.000 -0.643 0.000 0.000 0.000 -3.126

    DI3 0.000 -1.531 0.000 -0.033 0 .000 -1.421DI4 0.000 0.676 0.000 0.033 0 .000 -2.6994.787 DI3 0.000 -2.385 0.000 -0.033 0.000 0.846

    DI4 0.000 -0.179 0.000 0.033 0.000 -2.9875.345 DI3 0.000 -2.797 0.000 -0.033 0.000 2.292

    DI4 0.000 -0.591 0.000 0.033 0.000 -2.7725.945 DI3 0.000 -3.240 0.000 -0.033 0.000 4.104

    DI4 0.000 -1.033 0.000 0.033 0.000 -2.2856.100 DI1 0.000 -3.386 0.000 0.000 0.000 1.852

    DI3 0.000 -3.355 0.000 -0.033 0.000 4.615DI4 0.000 -1.148 0.000 0.033 0.000 -2.116

    1+A/0-1 0.000 DI1 10.679 0.316 0.325 0.000 0.386 0.375CO R DI3 6.509 -0.801 0.409 0.037 0 .613 -1.5910.31x0.3

  • 7/26/2019 Resultados ECO1

    7/17

    ECOgcWE E2.33 -ECO- 7

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI4 8.431 1.214 0.016 -0.037 -0.109 2.082DI6 5.707 -1.079 0.016 -0.037 -0.109 -2.094DI9 9.233 1.492 0.409 0.037 0.613 2.584

    DI26 5.695 0.001 -1.079 0.037 -2.105 -0.130DI29 9.245 0.412 1.504 -0.037 2.610 0.620

    0.300 DI1 10.679 0.316 0.325 0.000 0.288 0.281DI3 6.509 -0.801 0.409 0.037 0 .490 -1.351

    DI4 8.431 1.214 0.016 -0.037 -0.114 1.717DI6 5.707 -1.079 0.016 -0.037 -0.114 -1.770DI9 9.233 1.492 0.409 0.037 0.490 2.137

    DI26 5.695 0.001 -1.079 0.037 -1.782 -0.130DI29 9.245 0.412 1.504 -0.037 2.158 0.497

    0.660 DI1 10.679 0.316 0.325 0.000 0.171 0.167DI3 6.509 -0.801 0.409 0.037 0 .343 -1.062DI4 8.431 1.214 0.016 -0.037 -0.119 1.280DI6 5.707 -1.079 0.016 -0.037 -0.119 -1.382DI9 9.233 1.492 0.409 0.037 0.343 1.599

    DI26 5.695 0.001 -1.079 0.037 -1.393 -0.131DI29 9.245 0.412 1.504 -0.037 1.617 0.349

    1.320 DI1 10.679 0.316 0.325 0.000 -0.044 -0.042DI3 6.509 -0.801 0.409 0.037 0 .073 -0.533DI4 8.431 1.214 0.016 -0.037 -0.130 0.479DI6 5.707 -1.079 0.016 -0.037 -0.130 -0.670DI9 9.233 1.492 0.409 0.037 0.073 0.615

    DI26 5.695 0.001 -1.079 0.037 -0.681 -0.132DI29 9.245 0.412 1.504 -0.037 0.624 0.077

    1.650 DI1 10.679 0.316 0.325 0.000 -0.151 -0.146DI3 6.509 -0.801 0.409 0.037 -0.062 -0.269DI4 8.431 1.214 0.016 -0.037 -0.135 0.078DI6 5.707 -1.079 0.016 -0.037 -0.135 -0.314DI9 9.233 1.492 0.409 0.037 -0.062 0.122

    DI26 5.695 0.001 -1.079 0.037 -0.325 -0.132DI29 9.245 0.412 1.504 -0.037 0.128 -0.059

    1.980 DI1 10.679 0.316 0.325 0.000 -0.258 -0.251DI3 6.509 -0.801 0.409 0.037 -0.197 -0.005DI4 8.431 1.214 0.016 -0.037 -0.140 -0.323DI6 5.707 -1.079 0.016 -0.037 -0.140 0.042DI9 9.233 1.492 0.409 0.037 -0.197 -0.370

    DI26 5.695 0.001 -1.079 0.037 0.031 -0.133DI29 9.245 0.412 1.504 -0.037 -0.368 -0.195

    2.640 DI1 10.679 0.316 0.325 0.000 -0.473 -0.459DI3 6.509 -0.801 0.409 0.037 -0.467 0.524DI4 8.431 1.214 0.016 -0.037 -0.151 -1.124DI6 5.707 -1.079 0.016 -0.037 -0.151 0.755

    DI9 9.233 1.492 0.409 0.037 -0.467 -1.355DI26 5.695 0.001 -1.079 0.037 0.743 -0.133DI29 9.245 0.412 1.504 -0.037 -1.361 -0.467

    3.000 DI1 10.679 0.316 0.325 0.000 -0.590 -0.573DI3 6.509 -0.801 0.409 0.037 -0.614 0.813DI4 8.431 1.214 0.016 -0.037 -0.156 -1.562DI6 5.707 -1.079 0.016 -0.037 -0.156 1.143DI9 9.233 1.492 0.409 0.037 -0.614 -1.892

    DI26 5.695 0.001 -1.079 0.037 1.131 -0.134DI29 9.245 0.412 1.504 -0.037 -1.902 -0.615

    3.300 DI1 10.679 0.316 0.325 0.000 -0.688 -0.668DI3 6.509 -0.801 0.409 0.037 -0.737 1.053DI4 8.431 1.214 0.016 -0.037 -0.161 -1.926DI6 5.707 -1.079 0.016 -0.037 -0.161 1.467DI9 9.233 1.492 0.409 0.037 -0.737 -2.340

    DI26 5.695 0.001 -1.079 0.037 1.455 -0.134DI29 9.245 0.412 1.504 -0.037 -2.353 -0.739

    3.600 DI1 10.679 0.316 0.325 0.000 -0.785 -0.763

    DI3 6.509 -0.801 0.409 0.037 -0.860 1.293DI4 8.431 1.214 0.016 -0.037 -0.166 -2.290DI6 5.707 -1.079 0.016 -0.037 -0.166 1.790DI9 9.233 1.492 0.409 0.037 -0.860 -2.787

    DI26 5.695 0.001 -1.079 0.037 1.779 -0.135DI29 9.245 0.412 1.504 -0.037 -2.804 -0.862

    1+B/0-1 0.000 DI1 10.679 0.316 -0.325 0.000 -0.386 0.375CO R DI3 5.707 -1.079 -0.016 0.037 0.109 -2.0940.31x0.3

    DI4 9.233 1.492 -0.409 -0.037 -0.613 2.584DI26 8.428 -0.276 -1.504 0.037 -2.610 -0.632DI29 6.512 0.689 1.079 -0.037 2.105 1.123

    0.300 DI1 10.679 0.316 -0.325 0.000 -0.288 0.281DI3 5.707 -1.079 -0.016 0.037 0.114 -1.770DI4 9.233 1.492 -0.409 -0.037 -0.490 2.137

  • 7/26/2019 Resultados ECO1

    8/17

    ECOgcWE E2.33 -ECO- 8

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI26 8.428 -0.276 -1.504 0.037 -2.158 -0.549DI29 6.512 0.689 1.079 -0.037 1.782 0.916

    0.660 DI1 10.679 0.316 -0.325 0.000 -0.171 0.167DI3 5.707 -1.079 -0.016 0.037 0.119 -1.382DI4 9.233 1.492 -0.409 -0.037 -0.343 1.599

    DI26 8.428 -0.276 -1.504 0.037 -1.617 -0.450DI29 6.512 0.689 1.079 -0.037 1.393 0.668

    1.320 DI1 10.679 0.316 -0.325 0.000 0.044 -0.042DI3 5.707 -1.079 -0.016 0.037 0.130 -0.670DI4 9.233 1.492 -0.409 -0.037 -0.073 0.615

    DI26 8.428 -0.276 -1.504 0.037 -0.624 -0.268DI29 6.512 0.689 1.079 -0.037 0.681 0.213

    1.650 DI1 10.679 0.316 -0.325 0.000 0.151 -0.146DI3 5.707 -1.079 -0.016 0.037 0.135 -0.314DI4 9.233 1.492 -0.409 -0.037 0.062 0.122

    DI26 8.428 -0.276 -1.504 0.037 -0.128 -0.177DI29 6.512 0.689 1.079 -0.037 0.325 -0.015

    1.980 DI1 10.679 0.316 -0.325 0.000 0.258 -0.251DI3 5.707 -1.079 -0.016 0.037 0.140 0.042DI4 9.233 1.492 -0.409 -0.037 0.197 -0.370

    DI26 8.428 -0.276 -1.504 0.037 0.368 -0.085DI29 6.512 0.689 1.079 -0.037 -0.031 -0.242

    2.640 DI1 10.679 0.316 -0.325 0.000 0.473 -0.459DI3 5.707 -1.079 -0.016 0.037 0.151 0.755DI4 9.233 1.492 -0.409 -0.037 0.467 -1.355

    DI26 8.428 -0.276 -1.504 0.037 1.361 0.097DI29 6.512 0.689 1.079 -0.037 -0.743 -0.6973.000 DI1 10.679 0.316 -0.325 0.000 0.590 -0.573

    DI3 5.707 -1.079 -0.016 0.037 0.156 1.143DI4 9.233 1.492 -0.409 -0.037 0.614 -1.892

    DI26 8.428 -0.276 -1.504 0.037 1.902 0.196DI29 6.512 0.689 1.079 -0.037 -1.131 -0.945

    3.300 DI1 10.679 0.316 -0.325 0.000 0.688 -0.668DI3 5.707 -1.079 -0.016 0.037 0.161 1.467DI4 9.233 1.492 -0.409 -0.037 0.737 -2.340

    DI26 8.428 -0.276 -1.504 0.037 2.353 0.279DI29 6.512 0.689 1.079 -0.037 -1.455 -1.152

    3.600 DI1 10.679 0.316 -0.325 0.000 0.785 -0.763DI3 5.707 -1.079 -0.016 0.037 0.166 1.790DI4 9.233 1.492 -0.409 -0.037 0.860 -2.787

    DI26 8.428 -0.276 -1.504 0.037 2.804 0.362DI29 6.512 0.689 1.079 -0.037 -1.779 -1.359

    2+A/0-1 0.000 DI1 10.679 -0.316 0.325 0.000 0.386 -0.375CO R DI3 9.247 -1.214 0.703 0.037 1 .146 -2.0820.31x0.3

    DI4 5.693 0.801 -0.278 -0.037 -0.642 1.591DI6 8.417 -1.492 -0.278 -0.037 -0.642 -2.584DI9 6.523 1.079 0.703 0.037 1.146 2.094

    DI19 9.245 -0.412 1.504 0.037 2.610 -0.620DI20 5.695 -0.001 -1.079 -0.037 -2.105 0.130

    0.300 DI1 10.679 -0.316 0.325 0.000 0.288 -0.281DI3 9.247 -1.214 0.703 0.037 0 .935 -1.717DI4 5.693 0.801 -0.278 -0.037 -0.559 1.351DI6 8.417 -1.492 -0.278 -0.037 -0.559 -2.137DI9 6.523 1.079 0.703 0.037 0.935 1.770

    DI19 9.245 -0.412 1.504 0.037 2.158 -0.497DI20 5.695 -0.001 -1.079 -0.037 -1.782 0.130

    0.660 DI1 10.679 -0.316 0.325 0.000 0.171 -0.167DI3 9.247 -1.214 0.703 0.037 0 .682 -1.280DI4 5.693 0.801 -0.278 -0.037 -0.459 1.062DI6 8.417 -1.492 -0.278 -0.037 -0.459 -1.599

    DI9 6.523 1.079 0.703 0.037 0.682 1.382DI19 9.245 -0.412 1.504 0.037 1.617 -0.349DI20 5.695 -0.001 -1.079 -0.037 -1.393 0.131

    1.320 DI1 10.679 -0.316 0.325 0.000 -0.044 0.042DI3 9.247 -1.214 0.703 0.037 0 .218 -0.479DI4 5.693 0.801 -0.278 -0.037 -0.275 0.533DI6 8.417 -1.492 -0.278 -0.037 -0.275 -0.615DI9 6.523 1.079 0.703 0.037 0.218 0.670

    DI19 9.245 -0.412 1.504 0.037 0.624 -0.077DI20 5.695 -0.001 -1.079 -0.037 -0.681 0.132

    1.650 DI1 10.679 -0.316 0.325 0.000 -0.151 0.146DI3 9.247 -1.214 0.703 0.037 -0.013 -0.078DI4 5.693 0.801 -0.278 -0.037 -0.184 0.269DI6 8.417 -1.492 -0.278 -0.037 -0.184 -0.122DI9 6.523 1.079 0.703 0.037 -0.013 0.314

  • 7/26/2019 Resultados ECO1

    9/17

    ECOgcWE E2.33 -ECO- 9

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI19 9.245 -0.412 1.504 0.037 0.128 0.059DI20 5.695 -0.001 -1.079 -0.037 -0.325 0.132

    1.980 DI1 10.679 -0.316 0.325 0.000 -0.258 0.251DI3 9.247 -1.214 0.703 0.037 -0.245 0.323DI4 5.693 0.801 -0.278 -0.037 -0.092 0.005DI6 8.417 -1.492 -0.278 -0.037 -0.092 0.370DI9 6.523 1.079 0.703 0.037 -0.245 -0.042

    DI19 9.245 -0.412 1.504 0.037 -0.368 0.195DI20 5.695 -0.001 -1.079 -0.037 0.031 0.1332.640 DI1 10.679 -0.316 0.325 0.000 -0.473 0.459

    DI3 9.247 -1.214 0.703 0.037 -0.709 1.124DI4 5.693 0.801 -0.278 -0.037 0 .091 -0.524DI6 8.417 -1.492 -0.278 -0.037 0.091 1.355DI9 6.523 1.079 0.703 0.037 -0.709 -0.755

    DI19 9.245 -0.412 1.504 0.037 -1.361 0.467DI20 5.695 -0.001 -1.079 -0.037 0.743 0.133

    3.000 DI1 10.679 -0.316 0.325 0.000 -0.590 0.573DI3 9.247 -1.214 0.703 0.037 -0.962 1.562DI4 5.693 0.801 -0.278 -0.037 0 .191 -0.813DI6 8.417 -1.492 -0.278 -0.037 0.191 1.892DI9 6.523 1.079 0.703 0.037 -0.962 -1.143

    DI19 9.245 -0.412 1.504 0.037 -1.902 0.615DI20 5.695 -0.001 -1.079 -0.037 1.131 0.134

    3.300 DI1 10.679 -0.316 0.325 0.000 -0.688 0.668DI3 9.247 -1.214 0.703 0.037 -1.173 1.926

    DI4 5.693 0.801 -0.278 -0.037

    0 .275 -1.053DI6 8.417 -1.492 -0.278 -0.037 0.275 2.340DI9 6.523 1.079 0.703 0.037 -1.173 -1.467

    DI19 9.245 -0.412 1.504 0.037 -2.353 0.739DI20 5.695 -0.001 -1.079 -0.037 1.455 0.134

    3.600 DI1 10.679 -0.316 0.325 0.000 -0.785 0.763DI3 9.247 -1.214 0.703 0.037 -1.384 2.290DI4 5.693 0.801 -0.278 -0.037 0 .358 -1.293DI6 8.417 -1.492 -0.278 -0.037 0.358 2.787DI9 6.523 1.079 0.703 0.037 -1.384 -1.790

    DI19 9.245 -0.412 1.504 0.037 -2.804 0.862DI20 5.695 -0.001 -1.079 -0.037 1.779 0.135

    2+B/0-1 0.000 DI1 10.679 -0.316 -0.325 0.000 -0.386 -0.375CO R DI3 8.417 -1.492 0.278 0.037 0.642 -2.5840.31x0.3

    DI4 6.523 1.079 -0.703 -0.037 -1.146 2.094DI19 6.512 -0.689 1.079 0.037 2.105 -1.123DI20 8.428 0.276 -1.504 -0.037 -2.610 0.632

    0.300 DI1 10.679 -0.316 -0.325 0.000 -0.288 -0.281DI3 8.417 -1.492 0.278 0.037 0.559 -2.137DI4 6.523 1.079 -0.703 -0.037 -0.935 1.770

    DI19 6.512 -0.689 1.079 0.037 1.782 -0.916DI20 8.428 0.276 -1.504 -0.037 -2.158 0.549

    0.660 DI1 10.679 -0.316 -0.325 0.000 -0.171 -0.167DI3 8.417 -1.492 0.278 0.037 0.459 -1.599DI4 6.523 1.079 -0.703 -0.037 -0.682 1.382

    DI19 6.512 -0.689 1.079 0.037 1.393 -0.668DI20 8.428 0.276 -1.504 -0.037 -1.617 0.450

    1.320 DI1 10.679 -0.316 -0.325 0.000 0.044 0.042DI3 8.417 -1.492 0.278 0.037 0.275 -0.615DI4 6.523 1.079 -0.703 -0.037 -0.218 0.670

    DI19 6.512 -0.689 1.079 0.037 0.681 -0.213DI20 8.428 0.276 -1.504 -0.037 -0.624 0.268

    1.650 DI1 10.679 -0.316 -0.325 0.000 0.151 0.146DI3 8.417 -1.492 0.278 0.037 0.184 -0.122DI4 6.523 1.079 -0.703 -0.037 0.013 0.314

    DI19 6.512 -0.689 1.079

    0.037 0.325 0.015DI20 8.428 0.276 -1.504 -0.037 -0.128 0.1771.980 DI1 10.679 -0.316 -0.325 0.000 0.258 0.251

    DI3 8.417 -1.492 0.278 0.037 0.092 0.370DI4 6.523 1.079 -0.703 -0.037 0.245 -0.042

    DI19 6.512 -0.689 1.079 0.037 -0.031 0.242DI20 8.428 0.276 -1.504 -0.037 0.368 0.085

    2.640 DI1 10.679 -0.316 -0.325 0.000 0.473 0.459DI3 8.417 -1.492 0.278 0.037 -0.091 1.355DI4 6.523 1.079 -0.703 -0.037 0.709 -0.755

    DI19 6.512 -0.689 1.079 0.037 -0.743 0.697DI20 8.428 0.276 -1.504 -0.037 1.361 -0.097

    3.000 DI1 10.679 -0.316 -0.325 0.000 0.590 0.573DI3 8.417 -1.492 0.278 0.037 -0.191 1.892DI4 6.523 1.079 -0.703 -0.037 0.962 -1.143

  • 7/26/2019 Resultados ECO1

    10/17

    ECOgcWE E2.33 -ECO- 10

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI19 6.512 -0.689 1.079 0.037 -1.131 0.945DI20 8.428 0.276 -1.504 -0.037 1.902 -0.196

    3.300 DI1 10.679 -0.316 -0.325 0.000 0.688 0.668DI3 8.417 -1.492 0.278 0.037 -0.275 2.340DI4 6.523 1.079 -0.703 -0.037 1.173 -1.467

    DI19 6.512 -0.689 1.079 0.037 -1.455 1.152DI20 8.428 0.276 -1.504 -0.037 2.353 -0.279

    3.600 DI1 10.679 -0.316 -0.325 0.000 0.785 0.763DI3 8.417 -1.492 0.278 0.037 -0.358 2.787DI4 6.523 1.079 -0.703 -0.037 1.384 -1.790

    DI19 6.512 -0.689 1.079 0.037 -1.779 1.359DI20 8.428 0.276 -1.504 -0.037 2.804 -0.362

    1+A-B/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.992TR R DI19 0.000 1.812 0.000 -0.012 0.000 1.7230.31x0.6

    DI20 0.000 1.156 0.000 0.012 0 .000 -0.279DI26 0.000 1.070 0.000 -0.012 0.000 -0.539DI29 0.000 1.897 0.000 0.012 0.000 1.983

    0.155 DI1 0.000 1.854 0.000 0.000 0.000 0.697DI19 0.000 1.737 0.000 -0.012 0.000 1.448DI20 0.000 1.080 0.000 0.012 0 .000 -0.452DI26 0.000 0.995 0.000 -0.012 0.000 -0.699DI29 0.000 1.822 0.000 0.012 0.000 1.695

    0.755 DI19 0.000 1.445 0.000 -0.012 0.000 0.493DI20 0.000 0.788 0.000 0.012 0 .000 -1.013DI26 0.000 0.703 0.000 -0.012 0.000 -1.209DI29 0.000 1.530 0.000 0.012 0.000 0.689

    1.313 DI19 0.000 1.173 0.000 -0.012 0 .000 -0.237DI20 0.000 0.517 0.000 0.012 0 .000 -1.377DI26 0.000 0.432 0.000 -0.012 0.000 -1.525DI29 0.000 1.258 0.000 0.012 0.000 -0.089

    2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.610 0.000 -0.012 0 .000 -1.269DI20 0.000 -0.047 0.000 0.012 0 .000 -1.649DI26 0.000 -0.132 0.000 -0.012 0.000 -1.699DI29 0.000 0.695 0.000 0.012 0.000 -1.220

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -1.987DI19 0.000 0.328 0.000 -0.012 0 .000 -1.541DI20 0.000 -0.328 0.000 0.012 0 .000 -1.541DI26 0.000 -0.413 0.000 -0.012 0.000 -1.541DI29 0.000 0.413 0.000 0.012 0.000 -1.541

    3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.047 0.000 -0.012 0 .000 -1.649DI20 0.000 -0.610 0.000 0.012 0 .000 -1.269DI26 0.000 -0.695 0.000 -0.012 0.000 -1.220DI29 0.000 0.132 0.000 0.012 0.000 -1.699

    4.787 DI19 0.000 -0.517 0.000 -0.012 0 .000 -1.377DI20 0.000 -1.173 0.000 0.012 0 .000 -0.237DI26 0.000 -1.258 0.000 -0.012 0.000 -0.089DI29 0.000 -0.432 0.000 0.012 0.000 -1.525

    5.345 DI19 0.000 -0.788 0.000 -0.012 0 .000 -1.013DI20 0.000 -1.445 0.000 0.012 0.000 0.493DI26 0.000 -1.530 0.000 -0.012 0.000 0.689DI29 0.000 -0.703 0.000 0.012 0.000 -1.209

    5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.697DI19 0.000 -1.080 0.000 -0.012 0 .000 -0.452DI20 0.000 -1.737 0.000 0.012 0.000 1.448DI26 0.000 -1.822 0.000 -0.012 0.000 1.695DI29 0.000 -0.995 0.000 0.012 0.000 -0.699

    6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.992DI19 0.000 -1.156 0.000 -0.012 0 .000 -0.279DI20 0.000 -1.812 0.000 0.012 0.000 1.723DI26 0.000 -1.897 0.000 -0.012 0.000 1.983DI29 0.000 -1.070 0.000 0.012 0.000 -0.539

    2+A-B/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.992TR R DI19 0.000 1.897 0.000 -0.012 0.000 1.9830.31x0.6

    DI20 0.000 1.070 0.000 0.012 0.000 -0.5390.155 DI1 0.000 1.854 0.000 0.000 0.000 0.697

    DI19 0.000 1.822 0.000 -0.012 0.000 1.695DI20 0.000 0.995 0.000 0.012 0.000 -0.699

    0.755 DI19 0.000 1.530 0.000 -0.012 0.000 0.689DI20 0.000 0.703 0.000 0.012 0.000 -1.209

    1.313 DI19 0.000 1.258 0.000 -0.012 0 .000 -0.089DI20 0.000 0.432 0.000 0.012 0.000 -1.525

  • 7/26/2019 Resultados ECO1

    11/17

    ECOgcWE E2.33 -ECO- 11

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.695 0.000 -0.012 0 .000 -1.220DI20 0.000 -0.132 0.000 0.012 0 .000 -1.699

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -1.987DI19 0.000 0.413 0.000 -0.012 0 .000 -1.541DI20 0.000 -0.413 0.000 0.012 0 .000 -1.541

    3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.880DI19 0.000 0.132 0.000 -0.012 0 .000 -1.699DI20 0.000 -0.695 0.000 0.012 0 .000 -1.220

    4.787 DI19 0.000 -0.432 0.000 -0.012 0.000 -1.525DI20 0.000 -1.258 0.000 0.012 0 .000 -0.089

    5.345 DI19 0.000 -0.703 0.000 -0.012 0.000 -1.209DI20 0.000 -1.530 0.000 0.012 0.000 0.689

    5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.697DI19 0.000 -0.995 0.000 -0.012 0.000 -0.699DI20 0.000 -1.822 0.000 0.012 0.000 1.695

    6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.992DI19 0.000 -1.070 0.000 -0.012 0.000 -0.539DI20 0.000 -1.897 0.000 0.012 0.000 1.983

    A+1-2/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.962TR R DI6 0.000 1.074 0.000 0.012 0.000 -0.5510.31x0.6

    DI9 0.000 1.894 0.000 -0.012 0.000 1.949DI19 0.000 1.414 0.000 -0.012 0.000 0.486

    DI20 0.000 1.554 0.000 0.012 0.000 0.9120.155 DI1 0.000 1.854 0.000 0.000 0.000 0.667

    DI6 0.000 0.998 0.000 0.012 0.000 -0.712DI9 0.000 1.818 0.000 -0.012 0.000 1.661

    DI19 0.000 1.338 0.000 -0.012 0.000 0.273DI20 0.000 1.478 0.000 0.012 0.000 0.677

    0.755 DI6 0.000 0.707 0.000 0.012 0.000 -1.223DI9 0.000 1.526 0.000 -0.012 0.000 0.658

    DI19 0.000 1.047 0.000 -0.012 0 .000 -0.443DI20 0.000 1.186 0.000 0.012 0 .000 -0.122

    1.313 DI6 0.000 0.435 0.000 0.012 0.000 -1.542DI9 0.000 1.255 0.000 -0.012 0.000 -0.118

    DI19 0.000 0.775 0.000 -0.012 0 .000 -0.951DI20 0.000 0.915 0.000 0.012 0 .000 -0.708

    2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.910DI6 0.000 -0.128 0.000 0.012 0.000 -1.719DI9 0.000 0.692 0.000 -0.012 0.000 -1.245

    DI19 0.000 0.212 0.000 -0.012 0 .000 -1.523

    DI20 0.000 0.352 0.000 0.012 0 .000 -1.4423.050 DI1 0.000 0.000 0.000 0.000 0.000 -2.017

    DI6 0.000 -0.410 0.000 0.012 0.000 -1.564DI9 0.000 0.410 0.000 -0.012 0.000 -1.564

    DI19 0.000 -0.070 0.000 -0.012 0.000 -1.564DI20 0.000 0.070 0.000 0.012 0.000 -1.564

    3.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.910DI6 0.000 -0.692 0.000 0.012 0.000 -1.245DI9 0.000 0.128 0.000 -0.012 0.000 -1.719

    DI19 0.000 -0.352 0.000 -0.012 0.000 -1.442DI20 0.000 -0.212 0.000 0.012 0.000 -1.523

    4.787 DI6 0.000 -1.255 0.000 0.012 0.000 -0.118DI9 0.000 -0.435 0.000 -0.012 0.000 -1.542

    DI19 0.000 -0.915 0.000 -0.012 0 .000 -0.708DI20 0.000 -0.775 0.000 0.012 0 .000 -0.951

    5.345 DI6 0.000 -1.526 0.000 0.012 0.000 0.658DI9 0.000 -0.707 0.000 -0.012 0.000 -1.223

    DI19 0.000 -1.186 0.000 -0.012 0 .000 -0.122

    DI20 0.000 -1.047 0.000 0.012 0 .000 -0.4435.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.667

    DI6 0.000 -1.818 0.000 0.012 0.000 1.661DI9 0.000 -0.998 0.000 -0.012 0.000 -0.712

    DI19 0.000 -1.478 0.000 -0.012 0.000 0.677DI20 0.000 -1.338 0.000 0.012 0.000 0.273

    6.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.962DI6 0.000 -1.894 0.000 0.012 0.000 1.949DI9 0.000 -1.074 0.000 -0.012 0.000 -0.551

    DI19 0.000 -1.554 0.000 -0.012 0.000 0.912DI20 0.000 -1.414 0.000 0.012 0.000 0.486

    B+1-2/2 0.000 DI1 0.000 1.954 0.000 0.000 0.000 0.962TR R DI3 0.000 1.074 0.000 -0.012 0.000 -0.5510.31x0.6

  • 7/26/2019 Resultados ECO1

    12/17

    ECOgcWE E2.33 -ECO- 12

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI4 0.000 1.894 0.000 0.012 0.000 1.949DI19 0.000 1.332 0.000 -0.012 0.000 0.237DI20 0.000 1.635 0.000 0.012 0.000 1.161

    0.155 DI1 0.000 1.854 0.000 0.000 0.000 0.667DI3 0.000 0.998 0.000 -0.012 0.000 -0.712DI4 0.000 1.818 0.000 0.012 0.000 1.661

    DI19 0.000 1.257 0.000 -0.012 0.000 0.036

    DI20 0.000 1.560 0.000 0.012 0.000 0.9140.755 DI3 0.000 0.707 0.000 -0.012 0.000 -1.223DI4 0.000 1.526 0.000 0.012 0.000 0.658

    DI19 0.000 0.965 0.000 -0.012 0 .000 -0.630DI20 0.000 1.268 0.000 0.012 0.000 0.065

    1.313 DI3 0.000 0.435 0.000 -0.012 0.000 -1.542DI4 0.000 1.255 0.000 0.012 0.000 -0.118

    DI19 0.000 0.693 0.000 -0.012 0 .000 -1.093DI20 0.000 0.997 0.000 0.012 0 .000 -0.567

    2.471 DI1 0.000 0.371 0.000 0.000 0.000 -1.910DI3 0.000 -0.128 0.000 -0.012 0.000 -1.719DI4 0.000 0.692 0.000 0.012 0.000 -1.245

    DI19 0.000 0.130 0.000 -0.012 0 .000 -1.570DI20 0.000 0.433 0.000 0.012 0 .000 -1.394

    3.050 DI1 0.000 0.000 0.000 0.000 0.000 -2.017DI3 0.000 -0.410 0.000 -0.012 0.000 -1.564DI4 0.000 0.410 0.000 0.012 0.000 -1.564

    DI19 0.000 -0.152 0.000 -0.012 0.000 -1.564

    DI20 0.000 0.152 0.000 0.012 0.000 -1.5643.629 DI1 0.000 -0.371 0.000 0.000 0.000 -1.910DI3 0.000 -0.692 0.000 -0.012 0.000 -1.245DI4 0.000 0.128 0.000 0.012 0.000 -1.719

    DI19 0.000 -0.433 0.000 -0.012 0.000 -1.394DI20 0.000 -0.130 0.000 0.012 0.000 -1.570

    4.787 DI3 0.000 -1.255 0.000 -0.012 0.000 -0.118DI4 0.000 -0.435 0.000 0.012 0.000 -1.542

    DI19 0.000 -0.997 0.000 -0.012 0 .000 -0.567DI20 0.000 -0.693 0.000 0.012 0 .000 -1.093

    5.345 DI3 0.000 -1.526 0.000 -0.012 0.000 0.658DI4 0.000 -0.707 0.000 0.012 0.000 -1.223

    DI19 0.000 -1.268 0.000 -0.012 0.000 0.065DI20 0.000 -0.965 0.000 0.012 0 .000 -0.630

    5.945 DI1 0.000 -1.854 0.000 0.000 0.000 0.667DI3 0.000 -1.818 0.000 -0.012 0.000 1.661DI4 0.000 -0.998 0.000 0.012 0.000 -0.712

    DI19 0.000 -1.560 0.000 -0.012 0.000 0.914

    DI20 0.000 -1.257 0.000 0.012 0.000 0.0366.100 DI1 0.000 -1.954 0.000 0.000 0.000 0.962DI3 0.000 -1.894 0.000 -0.012 0.000 1.949DI4 0.000 -1.074 0.000 0.012 0.000 -0.551

    DI19 0.000 -1.635 0.000 -0.012 0.000 1.161DI20 0.000 -1.332 0.000 0.012 0.000 0.237

    1+A/1-2 0.000 DI1 3.907 0.570 0.587 0.000 1.122 1.089CO R DI6 2.489 -0.256 0.313 -0.022 0.603 -0.3580.31x0.3

    DI9 3.446 1.061 0.518 0.022 0.945 1.859DI19 3.226 0.298 0.929 0.022 1.634 0.575DI20 2.709 0.508 -0.098 -0.022 -0.087 0.927DI26 2.484 0.298 -0.247 0.022 -0.337 0.575DI29 3.451 0.508 1.078 -0.022 1.884 0.927

    0.300 DI1 3.907 0.570 0.587 0.000 0.946 0.918DI6 2.489 -0.256 0.313 -0.022 0.509 -0.281DI9 3.446 1.061 0.518 0.022 0.789 1.541

    DI19 3.226 0.298 0.929 0.022 1.356 0.486

    DI20 2.709 0.508 -0.098 -0.022 -0.058 0.774DI26 2.484 0.298 -0.247 0.022 -0.263 0.486DI29 3.451 0.508 1.078 -0.022 1.561 0.774

    0.600 DI1 3.907 0.570 0.587 0.000 0.770 0.747DI6 2.489 -0.256 0.313 -0.022 0.415 -0.204DI9 3.446 1.061 0.518 0.022 0.634 1.223

    DI19 3.226 0.298 0.929 0.022 1.077 0.396DI20 2.709 0.508 -0.098 -0.022 -0.028 0.622DI26 2.484 0.298 -0.247 0.022 -0.189 0.396DI29 3.451 0.508 1.078 -0.022 1.237 0.622

    0.900 DI1 3.907 0.570 0.587 0.000 0.593 0.576DI6 2.489 -0.256 0.313 -0.022 0.321 -0.128DI9 3.446 1.061 0.518 0.022 0.479 0.904

    DI19 3.226 0.298 0.929 0.022 0.798 0.307DI20 2.709 0.508 -0.098 -0.022 0.001 0.470

  • 7/26/2019 Resultados ECO1

    13/17

    ECOgcWE E2.33 -ECO- 13

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI26 2.484 0.298 -0.247 0.022 -0.115 0.307DI29 3.451 0.508 1.078 -0.022 0.914 0.470

    1.500 DI1 3.907 0.570 0.587 0.000 0.241 0.234DI6 2.489 -0.256 0.313 -0.022 0.133 0.026DI9 3.446 1.061 0.518 0.022 0.168 0.268

    DI19 3.226 0.298 0.929 0.022 0.241 0.128DI20 2.709 0.508 -0.098 -0.022 0.060 0.165

    DI26 2.484 0.298 -0.247 0.022 0.033 0.128DI29 3.451 0.508 1.078 -0.022 0.268 0.1651.800 DI1 3.907 0.570 0.587 0.000 0.065 0.064

    DI6 2.489 -0.256 0.313 -0.022 0.039 0.102DI9 3.446 1.061 0.518 0.022 0.013 -0.051

    DI19 3.226 0.298 0.929 0.022 -0.038 0.039DI20 2.709 0.508 -0.098 -0.022 0.090 0.013DI26 2.484 0.298 -0.247 0.022 0.107 0.039DI29 3.451 0.508 1.078 -0.022 -0.056 0.013

    2.100 DI1 3.907 0.570 0.587 0.000 -0.111 -0.107DI6 2.489 -0.256 0.313 -0.022 -0.055 0.179DI9 3.446 1.061 0.518 0.022 -0.143 -0.369

    DI19 3.226 0.298 0.929 0.022 -0.317 -0.051DI20 2.709 0.508 -0.098 -0.022 0 .119 -0.139DI26 2.484 0.298 -0.247 0.022 0.181 -0.051DI29 3.451 0.508 1.078 -0.022 -0.379 -0.139

    2.700 DI1 3.907 0.570 0.587 0.000 -0.464 -0.449DI6 2.489 -0.256 0.313 -0.022 -0.243 0.333

    DI9 3.446 1.061 0.518 0.022 -0.453 -1.006DI19 3.226 0.298 0.929 0.022 -0.874 -0.229DI20 2.709 0.508 -0.098 -0.022 0 .178 -0.444DI26 2.484 0.298 -0.247 0.022 0.329 -0.229DI29 3.451 0.508 1.078 -0.022 -1.025 -0.444

    3.000 DI1 3.907 0.570 0.587 0.000 -0.640 -0.620DI6 2.489 -0.256 0.313 -0.022 -0.337 0.409DI9 3.446 1.061 0.518 0.022 -0.608 -1.324

    DI19 3.226 0.298 0.929 0.022 -1.153 -0.319DI20 2.709 0.508 -0.098 -0.022 0 .208 -0.596DI26 2.484 0.298 -0.247 0.022 0.403 -0.319DI29 3.451 0.508 1.078 -0.022 -1.349 -0.596

    3.300 DI1 3.907 0.570 0.587 0.000 -0.816 -0.791DI6 2.489 -0.256 0.313 -0.022 -0.431 0.486DI9 3.446 1.061 0.518 0.022 -0.764 -1.642

    DI19 3.226 0.298 0.929 0.022 -1.432 -0.408DI20 2.709 0.508 -0.098 -0.022 0 .237 -0.748DI26 2.484 0.298 -0.247 0.022 0.477 -0.408DI29 3.451 0.508 1.078 -0.022 -1.672 -0.748

    3.600 DI1 3.907 0.570 0.587 0.000 -0.992 -0.962DI6 2.489 -0.256 0.313 -0.022 -0.525 0.563DI9 3.446 1.061 0.518 0.022 -0.919 -1.961

    DI19 3.226 0.298 0.929 0.022 -1.711 -0.498DI20 2.709 0.508 -0.098 -0.022 0 .267 -0.901DI26 2.484 0.298 -0.247 0.022 0.551 -0.498DI29 3.451 0.508 1.078 -0.022 -1.995 -0.901

    1+B/1-2 0.000 DI1 3.907 0.570 -0.587 0.000 -1.122 1.089CO R DI3 2.489 -0.256 -0.313 0.022 -0.603 -0.3580.31x0.3

    DI4 3.446 1.061 -0.518 -0.022 -0.945 1.859DI19 2.488 0.155 0.098 0.022 0.087 0.334DI20 3.447 0.650 -0.929 -0.022 -1.634 1.168DI26 3.229 0.155 -1.078 0.022 -1.884 0.334DI29 2.706 0.650 0.247 -0.022 0.337 1.168

    0.300 DI1 3.907 0.570 -0.587 0.000 -0.946 0.918DI3 2.489 -0.256 -0.313 0.022 -0.509 -0.281DI4 3.446 1.061 -0.518 -0.022 -0.789 1.541

    DI19 2.488 0.155 0.098 0.022 0.058 0.287DI20 3.447 0.650 -0.929 -0.022 -1.356 0.973DI26 3.229 0.155 -1.078 0.022 -1.561 0.287DI29 2.706 0.650 0.247 -0.022 0.263 0.973

    0.600 DI1 3.907 0.570 -0.587 0.000 -0.770 0.747DI3 2.489 -0.256 -0.313 0.022 -0.415 -0.204DI4 3.446 1.061 -0.518 -0.022 -0.634 1.223

    DI19 2.488 0.155 0.098 0.022 0.028 0.241DI20 3.447 0.650 -0.929 -0.022 -1.077 0.778DI26 3.229 0.155 -1.078 0.022 -1.237 0.241DI29 2.706 0.650 0.247 -0.022 0.189 0.778

    0.900 DI1 3.907 0.570 -0.587 0.000 -0.593 0.576DI3 2.489 -0.256 -0.313 0.022 -0.321 -0.128DI4 3.446 1.061 -0.518 -0.022 -0.479 0.904

    DI19 2.488 0.155 0.098 0.022 -0.001 0.194

  • 7/26/2019 Resultados ECO1

    14/17

    ECOgcWE E2.33 -ECO- 14

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI20 3.447 0.650 -0.929 -0.022 -0.798 0.583DI26 3.229 0.155 -1.078 0.022 -0.914 0.194DI29 2.706 0.650 0.247 -0.022 0.115 0.583

    1.500 DI1 3.907 0.570 -0.587 0.000 -0.241 0.234DI3 2.489 -0.256 -0.313 0.022 -0.133 0.026DI4 3.446 1.061 -0.518 -0.022 -0.168 0.268

    DI19 2.488 0.155 0.098 0.022 -0.060 0.101

    DI20 3.447 0.650 -0.929 -0.022 -0.241 0.192DI26 3.229 0.155 -1.078 0.022 -0.268 0.101DI29 2.706 0.650 0.247 -0.022 -0.033 0.192

    1.800 DI1 3.907 0.570 -0.587 0.000 -0.065 0.064DI3 2.489 -0.256 -0.313 0.022 -0.039 0.102DI4 3.446 1.061 -0.518 -0.022 -0.013 -0.051

    DI19 2.488 0.155 0.098 0.022 -0.090 0.054DI20 3.447 0.650 -0.929 -0.022 0 .038 -0.003DI26 3.229 0.155 -1.078 0.022 0.056 0.054DI29 2.706 0.650 0.247 -0.022 -0.107 -0.003

    2.100 DI1 3.907 0.570 -0.587 0.000 0.111 -0.107DI3 2.489 -0.256 -0.313 0.022 0.055 0.179DI4 3.446 1.061 -0.518 -0.022 0.143 -0.369

    DI19 2.488 0.155 0.098 0.022 -0.119 0.008DI20 3.447 0.650 -0.929 -0.022 0 .317 -0.198DI26 3.229 0.155 -1.078 0.022 0.379 0.008DI29 2.706 0.650 0.247 -0.022 -0.181 -0.198

    2.700 DI1 3.907 0.570 -0.587 0.000 0.464 -0.449

    DI3 2.489 -0.256

    -0.313 0.022 0.243 0.333

    DI4 3.446 1.061 -0.518 -0.022 0.453 -1.006DI19 2.488 0.155 0.098 0.022 -0.178 -0.085DI20 3.447 0.650 -0.929 -0.022 0 .874 -0.588DI26 3.229 0.155 -1.078 0.022 1.025 -0.085DI29 2.706 0.650 0.247 -0.022 -0.329 -0.588

    3.000 DI1 3.907 0.570 -0.587 0.000 0.640 -0.620DI3 2.489 -0.256 -0.313 0.022 0.337 0.409DI4 3.446 1.061 -0.518 -0.022 0.608 -1.324

    DI19 2.488 0.155 0.098 0.022 -0.208 -0.132DI20 3.447 0.650 -0.929 -0.022 1 .153 -0.783DI26 3.229 0.155 -1.078 0.022 1.349 -0.132DI29 2.706 0.650 0.247 -0.022 -0.403 -0.783

    3.300 DI1 3.907 0.570 -0.587 0.000 0.816 -0.791DI3 2.489 -0.256 -0.313 0.022 0.431 0.486DI4 3.446 1.061 -0.518 -0.022 0.764 -1.642

    DI19 2.488 0.155 0.098 0.022 -0.237 -0.179DI20 3.447 0.650 -0.929 -0.022 1 .432 -0.978DI26 3.229 0.155 -1.078 0.022 1.672 -0.179

    DI29 2.706 0.650 0.247 -0.022 -0.477 -0.9783.600 DI1 3.907 0.570 -0.587 0.000 0.992 -0.962

    DI3 2.489 -0.256 -0.313 0.022 0.525 0.563DI4 3.446 1.061 -0.518 -0.022 0.919 -1.961

    DI19 2.488 0.155 0.098 0.022 -0.267 -0.225DI20 3.447 0.650 -0.929 -0.022 1 .711 -1.173DI26 3.229 0.155 -1.078 0.022 1.995 -0.225DI29 2.706 0.650 0.247 -0.022 -0.551 -1.173

    2+A/1-2 0.000 DI1 3.907 -0.570 0.587 0.000 1.122 -1.089CO R DI6 3.224 -1.061 0.165 -0.022 0.353 -1.8590.31x0.3

    DI9 2.711 0.256 0.666 0.022 1.194 0.358DI19 3.451 -0.508 1.078 0.022 1.884 -0.927DI20 2.484 -0.298 -0.247 -0.022 -0.337 -0.575

    0.300 DI1 3.907 -0.570 0.587 0.000 0.946 -0.918DI6 3.224 -1.061 0.165 -0.022 0.304 -1.541DI9 2.711 0.256 0.666 0.022 0.994 0.281

    DI19 3.451 -0.508 1.078 0.022 1.561 -0.774DI20 2.484 -0.298 -0.247 -0.022 -0.263 -0.486

    0.600 DI1 3.907 -0.570 0.587 0.000 0.770 -0.747DI6 3.224 -1.061 0.165 -0.022 0.254 -1.223DI9 2.711 0.256 0.666 0.022 0.794 0.204

    DI19 3.451 -0.508 1.078 0.022 1.237 -0.622DI20 2.484 -0.298 -0.247 -0.022 -0.189 -0.396

    0.900 DI1 3.907 -0.570 0.587 0.000 0.593 -0.576DI6 3.224 -1.061 0.165 -0.022 0.205 -0.904DI9 2.711 0.256 0.666 0.022 0.595 0.128

    DI19 3.451 -0.508 1.078 0.022 0.914 -0.470DI20 2.484 -0.298 -0.247 -0.022 -0.115 -0.307

    1.500 DI1 3.907 -0.570 0.587 0.000 0.241 -0.234DI6 3.224 -1.061 0.165 -0.022 0.106 -0.268DI9 2.711 0.256 0.666 0.022 0.195 -0.026

    DI19 3.451 -0.508 1.078 0.022 0.268 -0.165

  • 7/26/2019 Resultados ECO1

    15/17

    ECOgcWE E2.33 -ECO- 15

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI20 2.484 -0.298 -0.247 -0.022 0 .033 -0.1281.800 DI1 3.907 -0.570 0.587 0.000 0.065 -0.064

    DI6 3.224 -1.061 0.165 -0.022 0.056 0.051DI9 2.711 0.256 0.666 0.022 -0.005 -0.102

    DI19 3.451 -0.508 1.078 0.022 -0.056 -0.013DI20 2.484 -0.298 -0.247 -0.022 0.107 -0.039

    2.100 DI1 3.907 -0.570 0.587 0.000 -0.111 0.107

    DI6 3.224 -1.061 0.165 -0.022 0.007 0.369DI9 2.711 0.256 0.666 0.022 -0.204 -0.179DI19 3.451 -0.508 1.078 0.022 -0.379 0.139DI20 2.484 -0.298 -0.247 -0.022 0.181 0.051

    2.700 DI1 3.907 -0.570 0.587 0.000 -0.464 0.449DI6 3.224 -1.061 0.165 -0.022 -0.092 1.006DI9 2.711 0.256 0.666 0.022 -0.604 -0.333

    DI19 3.451 -0.508 1.078 0.022 -1.025 0.444DI20 2.484 -0.298 -0.247 -0.022 0.329 0.229

    3.000 DI1 3.907 -0.570 0.587 0.000 -0.640 0.620DI6 3.224 -1.061 0.165 -0.022 -0.141 1.324DI9 2.711 0.256 0.666 0.022 -0.804 -0.409

    DI19 3.451 -0.508 1.078 0.022 -1.349 0.596DI20 2.484 -0.298 -0.247 -0.022 0.403 0.319

    3.300 DI1 3.907 -0.570 0.587 0.000 -0.816 0.791DI6 3.224 -1.061 0.165 -0.022 -0.191 1.642DI9 2.711 0.256 0.666 0.022 -1.004 -0.486

    DI19 3.451 -0.508 1.078 0.022 -1.672 0.748

    DI20 2.484 -0.298 -0.247 -0.022 0.477 0.4083.600 DI1 3.907 -0.570 0.587 0.000 -0.992 0.962DI6 3.224 -1.061 0.165 -0.022 -0.240 1.961DI9 2.711 0.256 0.666 0.022 -1.203 -0.563

    DI19 3.451 -0.508 1.078 0.022 -1.995 0.901DI20 2.484 -0.298 -0.247 -0.022 0.551 0.498

    2+B/1-2 0.000 DI1 3.907 -0.570 -0.587 0.000 -1.122 -1.089CO R DI3 3.224 -1.061 -0.165 0.022 -0.353 -1.8590.31x0.3

    DI4 2.711 0.256 -0.666 -0.022 -1.194 0.358DI19 2.706 -0.650 0.247 0.022 0.337 -1.168DI20 3.229 -0.155 -1.078 -0.022 -1.884 -0.334

    0.300 DI1 3.907 -0.570 -0.587 0.000 -0.946 -0.918DI3 3.224 -1.061 -0.165 0.022 -0.304 -1.541DI4 2.711 0.256 -0.666 -0.022 -0.994 0.281

    DI19 2.706 -0.650 0.247 0.022 0.263 -0.973DI20 3.229 -0.155 -1.078 -0.022 -1.561 -0.287

    0.600 DI1 3.907 -0.570 -0.587 0.000 -0.770 -0.747DI3 3.224 -1.061 -0.165 0.022 -0.254 -1.223DI4 2.711 0.256 -0.666 -0.022 -0.794 0.204

    DI19 2.706 -0.650 0.247 0.022 0.189 -0.778DI20 3.229 -0.155 -1.078 -0.022 -1.237 -0.241

    0.900 DI1 3.907 -0.570 -0.587 0.000 -0.593 -0.576DI3 3.224 -1.061 -0.165 0.022 -0.205 -0.904DI4 2.711 0.256 -0.666 -0.022 -0.595 0.128

    DI19 2.706 -0.650 0.247 0.022 0.115 -0.583DI20 3.229 -0.155 -1.078 -0.022 -0.914 -0.194

    1.500 DI1 3.907 -0.570 -0.587 0.000 -0.241 -0.234DI3 3.224 -1.061 -0.165 0.022 -0.106 -0.268DI4 2.711 0.256 -0.666 -0.022 -0.195 -0.026

    DI19 2.706 -0.650 0.247 0.022 -0.033 -0.192DI20 3.229 -0.155 -1.078 -0.022 -0.268 -0.101

    1.800 DI1 3.907 -0.570 -0.587 0.000 -0.065 -0.064DI3 3.224 -1.061 -0.165 0.022 -0.056 0.051DI4 2.711 0.256 -0.666 -0.022 0.005 -0.102

    DI19 2.706 -0.650 0.247 0 .022 -0.107 0.003

    DI20 3.229 -0.155 -1.078 -0.022 0.056 -0.0542.100 DI1 3.907 -0.570 -0.587 0.000 0.111 0.107

    DI3 3.224 -1.061 -0.165 0.022 -0.007 0.369DI4 2.711 0.256 -0.666 -0.022 0.204 -0.179

    DI19 2.706 -0.650 0.247 0.022 -0.181 0.198DI20 3.229 -0.155 -1.078 -0.022 0.379 -0.008

    2.700 DI1 3.907 -0.570 -0.587 0.000 0.464 0.449DI3 3.224 -1.061 -0.165 0.022 0.092 1.006DI4 2.711 0.256 -0.666 -0.022 0.604 -0.333

    DI19 2.706 -0.650 0.247 0.022 -0.329 0.588DI20 3.229 -0.155 -1.078 -0.022 1.025 0.085

    3.000 DI1 3.907 -0.570 -0.587 0.000 0.640 0.620DI3 3.224 -1.061 -0.165 0.022 0.141 1.324DI4 2.711 0.256 -0.666 -0.022 0.804 -0.409

    DI19 2.706 -0.650 0.247 0.022 -0.403 0.783

  • 7/26/2019 Resultados ECO1

    16/17

    ECOgcWE E2.33 -ECO- 16

    VERSIN DE EVALUACIN Ab.11/16

    ENVOLVENTE DE ELEMENTOS MECANICOS [Versin de evaluacin]

    Miembro X (m) Comb F.Axial F.Cortante2 F.Cortante3 M.Torsin M.Flexion2 M.Flexion3(T) (T) (T) (T*m) (T*m) (T*m)

    DI20 3.229 -0.155 -1.078 -0.022 1.349 0.1323.300 DI1 3.907 -0.570 -0.587 0.000 0.816 0.791

    DI3 3.224 -1.061 -0.165 0.022 0.191 1.642DI4 2.711 0.256 -0.666 -0.022 1.004 -0.486

    DI19 2.706 -0.650 0.247 0.022 -0.477 0.978DI20 3.229 -0.155 -1.078 -0.022 1.672 0.179

    3.600 DI1 3.907 -0.570 -0.587 0.000 0.992 0.962

    DI3 3.224 -1.061 -0.165 0.022 0.240 1.961DI4 2.711 0.256 -0.666 -0.022 1.203 -0.563DI19 2.706 -0.650 0.247 0.022 -0.551 1.173DI20 3.229 -0.155 -1.078 -0.022 1.995 0.225

    ENVOLVENTE DE REACCIONES [Versin de evaluacin]

    NUDO Comb Fx (T) Fy (T) Fz (T) Mx (T*m) My (T*m) Mz (T*m)1+A/0 DI1 0.316 0.325 10.679 -0.386 0.375 0.000

    DI3 -0.801 0.409 6.509 -0.613 -1.591 0.037DI4 1.214 0.016 8.431 0.109 2.082 -0.037DI6 -1.079 0.016 5.707 0.109 -2.094 -0.037DI9 1.492 0.409 9.233 -0.613 2.584 0.037

    DI26 0.001 -1.079 5.695 2.105 -0.130 0.037DI29 0.412 1.504 9.245 -2.610 0.620 -0.037

    1+B/0 DI1 0.316 -0.325 10.679 0.386 0.375 0.000DI3 -1.079 -0.016 5.707 -0.109 -2.094 0.037DI4 1.492 -0.409 9.233 0.613 2.584 -0.037

    DI26 -0.276 -1.504 8.428 2.610 -0.632 0.037DI29 0.689 1.079 6.512 -2.105 1.123 -0.0372+A/0 DI1 -0.316 0.325 10.679 -0.386 -0.375 0.000

    DI3 -1.214 0.703 9.247 -1.146 -2.082 0.037DI4 0.801 -0.278 5.693 0.642 1.591 -0.037DI6 -1.492 -0.278 8.417 0.642 -2.584 -0.037DI9 1.079 0.703 6.523 -1.146 2.094 0.037

    DI19 -0.412 1.504 9.245 -2.610 -0.620 0.037DI20 -0.001 -1.079 5.695 2.105 0.130 -0.037

    2+B/0 DI1 -0.316 -0.325 10.679 0.386 -0.375 0.000DI3 -1.492 0.278 8.417 -0.642 -2.584 0.037DI4 1.079 -0.703 6.523 1.146 2.094 -0.037

    DI19 -0.689 1.079 6.512 -2.105 -1.123 0.037DI20 0.276 -1.504 8.428 2.610 0.632 -0.037

    DESPLAZAMIENTOS RELATIVOS [Versin de evaluacin]

    NiX NjX Rx NiY NjY Ry RxX+0.3*RyXColumna EC Dir (cm) (cm) (cm) (cm) (cm) (cm) RyY+0.3*RxY *Q'/H

    1+A/0-1 SIFx1 X 0.000 0.280 0.280 0.000 0.028 0.028[Q'/H x:0.556 SIFx2 X 0.000 0.337 0.337 0.000 -0.028 0.028 0.345 0.00192y:0.556]

    SIFy1 Y 0.000 0.028 0.028 0.000 0.263 0.263SIFy2 Y 0.000 -0.028 0.028 0.000 0.320 0.320 0.328 0.00182

    1+B/0-1 SIFx1 X 0.000 0.337 0.337 0.000 0.028 0.028 0.345 0.00192[Q'/H x:0.556 SIFx2 X 0.000 0.280 0.280 0.000 -0.028 0.028y:0.556]

    SIFy1 Y 0.000 -0.028 0.028 0.000 0.263 0.263SIFy2 Y 0.000 0.028 0.028 0.000 0.320 0.320 0.328 0.00182

    2+A/0-1 SIFx1 X 0.000 0.280 0.280 0.000 -0.028 0.028[Q'/H x:0.556 SIFx2 X 0.000 0.337 0.337 0.000 0.028 0.028 0.345 0.00192y:0.556]

    SIFy1 Y 0.000 0.028 0.028 0.000 0.320 0.320 0.328 0.00182SIFy2 Y 0.000 -0.028 0.028 0.000 0.263 0.263

    2+B/0-1 SIFx1 X 0.000 0.337 0.337 0.000 -0.028 0.028 0.345 0.00192[Q'/H x:0.556 SIFx2 X 0.000 0.280 0.280 0.000 0.028 0.028y:0.556]

    SIFy1 Y 0.000 -0.028 0.028 0.000 0.320 0.320 0.328 0.00182SIFy2 Y 0.000 0.028 0.028 0.000 0.263 0.263

    1+A/1-2 SIFx1 X 0.280 0.444 0.164 0.028 0.044 0.016[Q'/H x:0.556 SIFx2 X 0.337 0.532 0.196 -0.028 -0.044 0.016 0.200 0.00111y:0.556]

    SIFy1 Y 0.028 0.044 0.016 0.263 0.420 0.156SIFy2 Y -0.028 -0.044 0.016 0.320 0.508 0.188 0.193 0.00107

    1+B/1-2 SIFx1 X 0.337 0.532 0.196 0.028 0.044 0.016 0.200 0.00111[Q'/H x:0.556 SIFx2 X 0.280 0.444 0.164 -0.028 -0.044 0.016y:0.556]

    SIFy1 Y -0.028 -0.044 0.016 0.263 0.420 0.156SIFy2 Y 0.028 0.044 0.016 0.320 0.508 0.188 0.193 0.00107

    2+A/1-2 SIFx1 X 0.280 0.444 0.164 -0.028 -0.044 0.016

  • 7/26/2019 Resultados ECO1

    17/17

    ECOgcWE E2.33 -ECO- 17

    VERSIN DE EVALUACIN Ab.11/16

    DESPLAZAMIENTOS RELATIVOS [Versin de evaluacin]

    NiX NjX Rx NiY NjY Ry RxX+0.3*RyXColumna EC Dir (cm) (cm) (cm) (cm) (cm) (cm) RyY+0.3*RxY *Q'/H[Q'/H x:0.556 SIFx2 X 0.337 0.532 0.196 0.028 0.044 0.016 0.200 0.00111y:0.556]

    SIFy1 Y 0.028 0.044 0.016 0.320 0.508 0.188 0.193 0.00107SIFy2 Y -0.028 -0.044 0.016 0.263 0.420 0.156

    2+B/1-2 SIFx1 X 0.337 0.532 0.196 -0.028 -0.044 0.016 0.200 0.00111[Q'/H x:0.556 SIFx2 X 0.280 0.444 0.164 0.028 0.044 0.016y:0.556]

    SIFy1 Y -0.028 -0.044 0.016 0.320 0.508 0.188 0.193 0.00107SIFy2 Y 0.028 0.044 0.016 0.263 0.420 0.156