Memoria Estruc CT-10

download Memoria Estruc CT-10

of 65

description

mem ct10

Transcript of Memoria Estruc CT-10

  • Diseado por : Csar Jimnez V.Fecha :

    A CJV

    FFE Minerals

    Rev Descripcin Por

    PROYECTO : CINTAS COEMIN

    Correa CT- 10

    MEMORIA DE CALCULO ESTRUCTURAL

    Rev. Fecha Aprobado Jefe Aprobado Jefede Especialidad de Proyecto

    Emitido para Aprobacin Mayo.2004 JC JC

    Mayo 2004

  • Proyecto : Cintas Coemin Hoja : 1 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    1.- IntroduccinEn la presente memoria de Clculo se proceder a realizar el diseo estructural de la correa CT-10para el Proyecto "Correas - Coemin".

    2.- Bses de Clculo2.1.- Materiales

    El acero estructural, incluyendo planchas de acero, deber ser calidad ASTM A36 superior, segn Standard Specification for Structural Steel.Los pernos de alta resistencia sern segn Standard Specification for High-Strenght Bolts for Structural Steel Joints ASTM A325.

    En general, las uniones con pernos de alta resistencia sern del tipo aplastamiento con hilo incluido del plano de corte.Cuando se requiera una unin tipo friccin, ello estar claramente indicado en los planos.

    Los electrodos sern del tipo E70XX o segn Specification for Covered Carbon Steel Arc Welding Electrodes AWS A5.1.

    Se utilizarn los siguientes espesores mnimos para el dimensionamiento de los perfiles:

    - Alma de perfiles soldados : 5 mm- Alas de perfiles soldados : 6 mm- Perfiles laminados : 5 mm- Perfiles plegados : 5 mm- Planchas de conexin : 6 mm

    2.2.- SolicitacionesCargas Muertas (CM)Sobrecargas (SC)Viento (V)Sismo (S)Correas Transportadoras (CT)Impacto (I)

    Deformaciones admisibles

    Correas, deformacin vertical debido al peso y sobrecarga : 1/300 de la luz

    Enrejados, deformacin vertical debido al peso y sobrecarga : 1/700 de la luz

    Soportes de correas, deformacin horizontal debido a cargas de viento o sismo : 1/300 de la altura

    Fuerzas de Impacto

    A lo largo de Correa :

    Fuerza de impacto vertical equivalente al 25% del material, cinta y piezas en movimiento de los polines.

    FFE Minerals

  • Proyecto : Cintas Coemin Hoja : 2 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    2.3.- Combinaciones

    En estructuras metlicas las combinaciones de carga a usar sern las siguientes :

    : CM + SC + I + CT

    - Caso II :a) CM + (SC)b + I + (V o S)c

    b) CM + SC + 0.5 V

    - Caso III : CM + (SC)b + I + (V o S)c

    - Caso IV : 0.9 CM + I+ (V o S)c

    - Caso V : 0.9 CM + (V o S)c

    b. Sobrecarga Reducida (SCR) se usar en la combinacin con la carga ssmica.

    c. Se usa V o S, eligiendo la carga ms desfavorable.

    El factor de mayoracin (FM) que se aplicar a las tensiones admisibles ser:

    Caso I : FM= 1,00Caso II a V : FM= 1,33

    Las estructuras se analizarn para 2 direcciones horizontales mutuamente ortogonales y sus miembros se disearn para la combinacin ms desfavorable.

    2.4.- Normas de Diseo

    AISC 1989 (Tensiones Admisibles)NCh 432 " Clculo de la accin del viento sobre las construcciones "NCh 433 " Diseo ssmico de edificios "NCh 2369-2003 " Diseo ssmico de estructuras e instalaciones industriales "

    2.5.- Referencias- Hoja de Datos del Probelt

    - Caso I

  • Proyecto : Cintas Coemin Hoja : 3 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    3.- Diseo

    3.1.- Caractersticas Correa

    Caractersticas de Correa : Correa CT-10

    Ancho : 30"Capacidad : 350 ton/hLargo hor. : 25,49 mInclinacin : 14,6velocidad : 1,67 m/s

    3.2.- Esquema Correa

    Polin de Carga Estimado : 35 Troughing Idlers 6" Rolls Peso : 29,96 kgPolin de Impacto Estimado : 35 Troughing Idlers 6" Rolls Peso : 35,41 kg

    35 35

    850

    232,0

    650,0

    882,0

    990

    1060

  • Proyecto : Cintas Coemin Hoja : 4 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    3.3.- Solicitaciones sobre correa

    Peso Propio kg/m Polines Impacto kg/m

    Incluye Peso Correa, polines; parrila, kg/m Polines Carga kg/melementos

    Polines de carga:29,96 kg @ 1,2 m = kg/m

    Polines de impacto:35,41 kg @ 0,3 m = kg/m

    Polines de retorno:17,71 kg @ 3 m = kg/m

    Correa:11 kg/m x 2 = kg/m

    Cables50 kg/m x 1 = kg/m

    guardera = kg/m

    13,2 kg/m 13,2 kg/m

    kg/m Polin Impacto kg/mSobrecarga

    kg/m Polin Carga kg/m

    Materialton/h @ 1,67 m/s = kg/m

    25% impacto = kg/m Polin Impacto

    = kg/m Polin Carga60 kg/m 60 kg/m

    58,2

    98,0

    51,451,4

    46,823,5

    118,0

    5,9

    350

    0,0

    52,5

    40,9

    22,0

    50,0

    98,0

    25,0

    52,5

    40,9

  • Proyecto : Cintas Coemin Hoja : 5 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Viento

    kg/m 16,8 kg/m

    A = m2

    kg/m 16,8 kg/m

    Sismo Horizontal

    Corte Basal H = CIP donde C : Coeficiente ssmicoI : Factor de Importancia =1

    P : Peso SsmicoCoeficiente ssmico C = 2.75*Ao*T' n*0.050.4

    g*R*T* n*0.4

    con Ao = 0,4 g Zona 3T' = 0,35 Suelo Tipo II (supuesto)n = 1,33 Suelo Tipo II (supuesto)R = 3T = Periodo de la estructura = 0,02 Marco de acero soldado con o sin arriostramientos

    Cmin = 0,25*Ao/g Cmx = 0,32 Tabla 5.7

    = 0,10 = 0,32

    kg/m P. Imp kg/m

    kg/m P. Carga kg/m

    9,02 kg/m 9,02 kg/m

    40,7 40,7

    25,8

    0,14

    22,4

    22,4

    25,8

  • Proyecto : Cintas Coemin Hoja : 6 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Operacin

    2x kg2x kg

    4.- Diseo Elementos Enrejado

    Cuerda Enrejado

    Probar L100x100x8

    8

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L100x100x8A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg ft = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,78 < 1,33 ok!

    b/e = 10,5 < 12,67 Q = 1 Usar L100x100x8

    Diagonal y Montante Vertical

    Probar L65x65x5

    5

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L65x65x5A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg ft = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,63 < 1,33 ok!

    b/e = 13 > 12,67 Q = 0,99 Usar L65x65x5

    5

    70,87

    9001148,23

    65 1518,00

    19,8 4586 723,3412,7 2832 446,69

    132,65

    65

    634

    614,52100 1518,00

    100

    155130,6 743119,6 8114 523,152600

    8

    479,11

    128,0

    128,6

    940,001229,00

  • Proyecto : Cintas Coemin Hoja : 7 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal y Montante Horizontal

    Probar L65x65x5

    5

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L65x65x5A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg fc = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,324 < 1,33 ok!

    b/e = 13 > 12,67 Q = 0,99 Usar L65x65x5

    Canal de Apoyo Plataforma

    Clasificacin de la seccin

    8,5

    UPN200x x 200 Flexin

    11,5 Mz = kg-cm My = kg-cm

    P = kg Compresin75 V = kg

    Tensiones de TrabajoPropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2 fmx = kg/cm2 fc = kg/cm2

    Perfil : UPN200 fmy = kg/cm2 fv = kg/cm2

    A = mm2

    Sx = mm3

    Tensiones AdmisiblesSy = mm

    3

    Lb = mmrx = mm Fmx = kg/cm

    2 Fmy = 0,75Fyry = mm Fmy = kg/cm

    2

    Ix = mm4

    Iy = mm4 Fmx = kg/cm2

    kL/r = Cc =Fc = kg/cm2 Fv = kg/cm2

    b/e = 13 > 12,67

    Q = 0,99

    Factor de Utilizacin

    F.U.= < 1,33 Usar UPN2000,95

    46,73 128,61329,00 1012

    1897,5019.100.0001.480.000 1518,00

    77,0 12x103

    21,4 L d / Af

    3.220191.00027.0001.000

    1.654

    1065,00 8,14463,63 97,29

    5

    131,50

    1670128,6 619,97

    65 1518,00

    201,1012,7 1202 189,59

    65

    63419,8 1275

    12.518262

    203.415

  • Proyecto : Cintas Coemin Hoja : 8 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal Horizontal Plataforma

    Probar L50x50x5

    5

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L50x50x5A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg fc = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,091 < 1,33 ok!

    b/e = 10 < 12,67 Q = 1 Usar L50x50x5

    Columna Cepa Intermedia

    Clasificacin de la seccin

    7,5

    UPN160x x 160

    Compresion10,5

    P = kg

    65

    Tensiones de TrabajoPropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2 fc = kg/cm2

    Perfil : UPN160A = mm2

    Sx = mm3

    Tensiones AdmisiblesSy = mm

    3

    Lb = mmrx = mm Fc = kg/cm

    2

    ry = mmIx = mm

    4

    Iy = mm4

    kL/r = Cc =

    b/e = 15,7 < 36,98

    Q = 1

    Factor de Utilizacin

    F.U.= < 1,33 Usar UPN160

    5

    133,61

    1300128,0 605,78

    50 1518,00

    55,009,73 232 48,33

    50

    48015,1 264

    7.579

    2.400116.000

    315,79

    18.3002.58062,1 580,3118,9

    9.250.000853.000

    136,51 128,0

    0,54

  • Proyecto : Cintas Coemin Hoja : 9 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal y Montante Cepa

    Probar L65x65x5

    5

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L65x65x5A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg ft = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,597 < 1,33 ok!

    b/e = 13 > 12,67 Q = 0,99 Usar L65x65x5

    Columna Cepa Final

    12

    7,5 230

    240

    PropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2

    Mx = ton-m My = ton-m V = ton N = ton Compresin

    h t y A12 240 6 2.88012 240 224 2.880

    12 206 8 115 1.545

    7.3057,5

    230 A = cm2

    y = cm Fy = 36 ksiI = cm4

    Sx = cm3 Sy = cm3

    240 rx = cmry = cm

    (b/t) = 10 < 65/raiz(Fy) = 10,83 Seccin Compacta(d/t) = 27,467 < 640/raiz(Fy) = 106,7(h/t) = 30,667 < 760/raiz(Fy) = 126,7

    10,066,15

    11,57396,7

    643,2 231,0

    5.532.755 840.075 165.043.185

    73,1

    34.560 645.120 144.506.8805.463.635 177.675 20.432.625

    I Ay Ay2

    34.560 17.280 103.680

    0,01 3,770,005,78

    65

    63419,8 1775 279,9712,7 1444 227,76

    5

    151,18

    1920

    65128,6 469,03

    1518,00

  • Proyecto : Cintas Coemin Hoja : 10 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Tensiones de Trabajo

    Corte Flexin Compresin

    fv = kg/cm2 fmx = kg/cm2 fc = kg/cm2fmy = kg/cm2

    Tensiones Admisibles

    Corte(h/t) = 30,67 < 380/raiz(Fy) 63,33

    Fv = kg/cm2

    Flexin

    Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 119,7 in = 304,0 cm

    Lm = 292 cm < 304,0 cm Fmx = kg/cm2 Fmy = kg/cm2

    Compresin

    Fc = kg/cm2

    F.U. = 0,922 < 1,33 ok! Usar HEA 240

    Diagonal y Montante Cepa Final

    Probar L100x100x8

    8

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L100x100x8A = mm2

    rx = mm P = kg fc = kg/cm2

    rv = mm T = kg ft = kg/cm2

    L = mmCc = Fc = kg/cm2

    b = mm Ft = kg/cm2

    t = mm

    kL/r = F.U. = 0,176 < 1,33 ok!

    b/e = 10,5 < 12,67 Q = 1 Usar L100x100x8

    8

    123,72

    2425128,0 703,52

    100 1518,00

    30,6 1924 124,0519,6 1968 126,89

    1897,5

    1279,50

    100

    1551

    79,121631,13

    1012,00

    1669,8

    0,06 1,02

  • Proyecto : Cintas Coemin Hoja : 11 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    7.- Diseo Placas Base

    Torre Inicial

    HEA 240 h = mm Q = kgb = mm P = kgtf = mm T = kg

    tw = mm

    270m = 40,8 mmn = 39 mm

    4 3/4" n' = 92,6 mm

    Tensin de Contactop = kg/cm2 857,5

    Espesor de Placa BaseVerificacin Pernos de Anclaje

    M = kg-cm e >= cmAc = 1,95 cm

    2

    At = 2,85 cm2 M = kg-cm e >= cm

    fv = kg/cm2 Fv = kg/cm

    2 ok! PL 16 mmft = kg/cm

    2 Ft = kg/cm2 ok!

    152,00 0,600395

    184,00 0,660578

    12 34307,5

    12,27

    230 1515300 240 9940

    194,39 1349300,88 2024

  • Proyecto : Cintas Coemin Hoja : 12 de

    Materia : Correa CT-10 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Cepa

    Con Plancha Atiesadora

    2 3/4" Q = kg20 8 P = kg

    T = kg 2062

    100 Tensin de Contactop = kg/cm2

    10Espesor de Placa Base

    Compresin M = kg-cm e >= cm

    Traccin M = kg-cm e >= cmVerificacin Pernos de Anclaje

    PL 16 mmAc = 1,95 cm

    2

    At = 2,85 cm2

    fv = kg/cm2 Fv = kg/cm

    2 ok!ft = kg/cm

    2 Ft = kg/cm2 ok!

    Diseo Atiesador L = mm

    P = kg fc = kg/cm2

    Fc = kg/cm2

    218

    3398 424,75

    973,00

    200

    329,9029 0,884522

    442 1,023827

    167084954123

    42,475

    428,56 1349723,33 2024

  • FFE Minerals

    OF1702-Correa CT-10

    MODELO CORREA CT-10

    June 13, 2004CT-10.r3d

    YX

    Z

    Cesar Jimenez VHOJA : 13

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section ForcesMember Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)M141 1 max -669.095 10 0.805 12 47.76 3 0 12 0.015 5 0.045 3

    min -8114.584 5 -23.112 3 4.271 12 0 3 -0.02 10 0.001 122 max -668.886 10 0.805 12 53.429 3 0 12 0.016 5 0.047 3

    min -8114.553 5 -24.651 3 5.449 12 0 3 -0.02 10 0.001 123 max -668.677 10 0.805 12 59.097 3 0 12 0.018 5 0.05 3

    min -8114.521 5 -26.191 3 6.627 12 0 3 -0.021 10 0.002 124 max -668.468 10 0.805 12 64.784 5 0 12 0.02 5 0.052 3

    min -8114.489 5 -27.73 3 7.787 10 0 3 -0.021 10 0.002 125 max -668.259 10 0.805 12 70.851 5 0 12 0.021 5 0.055 3

    min -8114.457 5 -29.27 3 8.567 10 0 3 -0.022 10 0.002 12M177 1 max -667.931 10 -2.332 12 74.539 5 0 12 0.021 5 0.055 3

    min -8114.518 5 -48.877 3 9.791 10 0 3 -0.022 10 0.002 122 max -667.341 10 -2.332 12 91.668 5 0 12 0.027 5 0.067 3

    min -8114.428 5 -53.223 3 11.993 10 0 3 -0.024 10 0.003 123 max -666.751 10 -2.332 12 108.798 5 0 12 0.033 5 0.08 3

    min -8114.338 5 -57.57 3 14.195 10 0 3 -0.026 10 0.005 124 max -666.161 10 -2.332 12 125.928 5 0 12 0.042 5 0.094 3

    min -8114.248 5 -61.917 3 16.397 10 0 3 -0.028 10 0.007 125 max -665.571 10 -2.332 12 143.058 5 0 12 0.051 5 0.111 3

    min -8114.158 5 -66.263 3 18.599 10 0 3 -0.03 10 0.009 12M140 1 max -349.888 10 6.535 10 -0.938 10 0 12 0.008 5 0.03 3

    min -6336.555 5 -3.797 5 -26.71 5 0 3 -0.02 10 0.001 122 max -349.089 10 0.805 12 2.544 9 0 12 0.005 5 0.029 3

    min -6336.433 5 -4.952 7 -6.143 1 0 3 -0.019 10 0 123 max -348.29 10 0.805 12 22.487 3 0 12 0.006 5 0.031 3

    min -6336.312 5 -9.839 3 2.222 12 0 3 -0.019 10 0 124 max -347.491 10 0.805 12 44.16 3 0 12 0.009 5 0.037 3

    min -6336.19 5 -15.725 3 6.728 12 0 3 -0.019 10 0 125 max -346.692 10 0.805 12 66.077 5 0 12 0.015 5 0.045 3

    min -6336.068 5 -21.612 3 10.99 10 0 3 -0.02 10 0.001 12M202 1 max -350.428 10 79.639 3 -30.822 12 0 3 0.06 5 0.123 3

    min -6109.883 5 1.221 12 -199.05 3 0 1 -0.026 10 0.01 122 max -349.629 10 73.753 3 -26.316 12 0 3 0.041 5 0.093 3

    min -6109.762 5 1.221 12 -177.377 3 0 1 -0.022 10 0.006 123 max -348.83 10 67.867 3 -21.811 12 0 3 0.024 5 0.065 3

    min -6109.64 5 1.221 12 -155.704 3 0 1 -0.018 10 0.003 124 max -348.031 10 61.98 3 -17.305 12 0 3 0.009 5 0.041 3

    min -6109.518 5 1.221 12 -134.03 3 0 1 -0.015 10 0.001 125 max -347.232 10 56.094 3 -12.8 12 0 3 0.002 1 0.02 3

    min -6109.396 5 1.221 12 -112.357 3 0 1 -0.017 3 -0.001 12M133 1 max -779.434 10 8.48 1 28.664 3 0 12 0.038 3 0.026 10

    min -5186.895 5 -3.659 4 0.01 12 0 3 0.003 12 -0.01 12 max -779.225 10 12.661 1 30.203 3 0 12 0.039 3 0.027 10

    min -5186.863 5 -0.965 4 0.01 12 0 3 0.004 12 -0.01 13 max -779.016 10 16.843 1 31.742 3 0 12 0.04 3 0.027 10

    min -5186.831 5 1.73 4 0.01 12 0 3 0.004 12 -0.011 14 max -778.807 10 21.883 5 33.282 3 0 12 0.041 3 0.028 10

    min -5186.799 5 3.403 10 0.01 12 0 3 0.004 12 -0.011 15 max -778.598 10 27.95 5 34.821 3 0 12 0.043 3 0.028 10

    min -5186.768 5 4.182 10 0.01 12 0 3 0.004 12 -0.012 1M176 1 max -778.27 10 31.638 5 19.694 10 0 12 0.043 3 0.028 10

    min -5186.828 5 5.406 10 -5.958 1 0 3 0.004 12 -0.012 1

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 1

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)2 max -777.68 10 48.768 5 24.041 10 0 12 0.047 3 0.029 10

    min -5186.739 5 7.608 10 -5.958 1 0 3 0.005 12 -0.015 13 max -777.09 10 65.898 5 28.387 10 0 12 0.053 3 0.031 10

    min -5186.649 5 9.81 10 -5.958 1 0 3 0.006 12 -0.019 14 max -776.5 10 83.028 5 32.734 10 0 12 0.061 3 0.033 10

    min -5186.559 5 12.012 10 -5.958 1 0 3 0.008 12 -0.025 55 max -775.91 10 100.158 5 37.081 10 0 12 0.071 3 0.034 10

    min -5186.469 5 14.214 10 -5.958 1 0 3 0.01 12 -0.034 5M390 1 max -290.597 10 123.3 5 -0.406 10 0 12 0.006 10 0.031 5

    min -5008.167 5 -20.532 10 -8.572 5 0 3 -0.01 5 -0.005 102 max -290.47 10 123.3 5 -0.879 10 0 12 0.005 4 0.024 5

    min -5008.191 5 -20.14 10 -9.998 5 0 3 -0.004 11 -0.004 103 max -290.343 10 123.3 5 -1.352 10 0 12 0.006 7 0.016 5

    min -5008.214 5 -19.748 10 -11.424 5 0 3 0.001 12 -0.003 104 max -290.216 10 123.3 5 -1.825 10 0 12 0.009 5 0.008 5

    min -5008.238 5 -19.356 10 -12.85 5 0 3 0.003 10 -0.002 105 max -290.09 10 123.3 5 -2.298 10 0 12 0.015 5 0.002 1

    min -5008.261 5 -18.965 10 -14.276 5 0 3 0.002 10 -0.001 12M312 1 max -322.38 10 4.928 5 6.38 3 0 1 0.012 5 0.005 5

    min -4925.248 5 -12.544 8 1.967 12 0 3 0.002 10 -0.002 102 max -322.126 10 4.928 5 3.731 3 0 1 0.013 5 0.005 5

    min -4925.295 5 -8.904 8 0.818 12 0 3 0.001 10 -0.001 103 max -321.872 10 4.928 5 1.082 3 0 1 0.014 5 0.005 7

    min -4925.342 5 -7.981 10 -0.331 12 0 3 0.001 10 0 124 max -321.619 10 4.928 5 -0.585 4 0 1 0.015 5 0.005 7

    min -4925.389 5 -7.197 10 -2.463 11 0 3 0 10 0 125 max -321.365 10 4.928 5 -1.533 10 0 1 0.015 5 0.005 3

    min -4925.436 5 -6.414 10 -5.313 5 0 3 -0.001 10 0 12M311 1 max 78.696 10 6.62 10 9.65 9 0 12 0.005 4 0.018 5

    min -4790.447 5 -51.389 5 4.514 6 0 3 -0.001 11 -0.004 102 max 78.822 10 7.012 10 8.419 9 0 12 0.005 4 0.022 5

    min -4790.471 5 -51.389 5 3.845 6 0 3 -0.003 11 -0.004 103 max 78.949 10 7.404 10 7.189 9 0 12 0.005 4 0.025 5

    min -4790.494 5 -51.389 5 3.176 6 0 3 -0.005 11 -0.004 104 max 79.076 10 7.795 10 5.959 9 0 12 0.006 10 0.028 5

    min -4790.518 5 -51.389 5 2.507 6 0 3 -0.008 5 -0.005 105 max 79.203 10 8.187 10 4.729 9 0 12 0.006 10 0.031 5

    min -4790.541 5 -51.389 5 1.838 6 0 3 -0.01 5 -0.005 10M310 1 max 137.033 10 1.985 10 7.093 5 0 12 0.023 5 0.001 1

    min -4768.424 5 -51.389 5 1.915 10 0 3 0.002 10 -0.006 112 max 137.287 10 2.769 10 4.241 5 0 12 0.018 5 0.003 1

    min -4768.471 5 -51.389 5 0.969 10 0 3 0.003 10 -0.003 103 max 137.54 10 3.552 10 1.517 3 0 12 0.012 5 0.007 5

    min -4768.518 5 -51.389 5 -0.106 12 0 3 0.003 10 -0.003 104 max 137.794 10 4.336 10 -0.56 4 0 12 0.008 3 0.013 5

    min -4768.565 5 -51.389 5 -1.885 1 0 3 0.001 12 -0.003 105 max 138.047 10 5.12 10 -1.695 4 0 12 0.005 4 0.018 5

    min -4768.612 5 -51.389 5 -4.49 11 0 3 -0.001 11 -0.004 10M313 1 max -323.355 10 4.928 5 4.714 11 0 1 0.015 5 0.005 3

    min -4741.327 5 -4.913 10 -0.685 4 0 3 -0.001 10 0 122 max -323.102 10 7.741 7 2.051 11 0 1 0.016 5 0.005 3

    min -4741.374 5 -4.13 10 -1.82 4 0 3 -0.002 10 0 123 max -322.848 10 11.381 7 0.151 12 0 1 0.016 5 0.004 3

    min -4741.421 5 -3.346 10 -3.718 3 0 3 -0.002 10 0.001 12

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 2

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)4 max -322.595 10 15.021 7 -0.998 12 0 1 0.016 5 0.003 3

    min -4741.468 5 -2.562 10 -6.367 3 0 3 -0.003 10 0.001 85 max -322.341 10 18.661 7 -2.147 12 0 1 0.016 5 0.003 10

    min -4741.515 5 -1.779 10 -9.017 3 0 3 -0.004 10 -0.002 7M309 1 max 229.884 10 33.648 3 5.331 11 0 12 0.015 5 0.01 3

    min -4659.577 5 4.829 12 1.988 4 0 3 -0.008 10 0 122 max 230.138 10 34.431 3 2.668 11 0 12 0.017 5 0.006 3

    min -4659.624 5 4.829 12 0.853 4 0 3 -0.005 10 0 123 max 230.391 10 35.215 3 0.842 12 0 12 0.018 5 0.003 7

    min -4659.671 5 4.829 12 -1.12 3 0 3 -0.002 10 0 114 max 230.645 10 35.999 3 -0.307 12 0 12 0.02 5 0.002 1

    min -4659.718 5 4.829 12 -3.769 3 0 3 0.001 10 -0.002 95 max 230.898 10 36.782 3 -1.456 12 0 12 0.02 5 0.001 1

    min -4659.765 5 4.829 12 -6.419 3 0 3 0.005 10 -0.007 9M4 1 max -920.933 10 123.081 5 302.168 3 0 3 -0.016 12 0.024 9

    min -4561.216 5 8.979 10 50.134 12 0 12 -0.158 3 -0.027 22 max -920.134 10 123.081 5 324.514 5 0 3 -0.009 12 0.036 9

    min -4561.094 5 3.092 10 53.967 10 0 12 -0.109 3 -0.011 63 max -919.335 10 123.081 5 347.711 5 0 3 0 12 0.057 3

    min -4560.972 5 -2.794 10 56.949 10 0 12 -0.058 3 -0.002 124 max -918.536 10 123.081 5 370.908 5 0 3 0.03 5 0.086 3

    min -4560.851 5 -8.68 10 59.931 10 0 12 -0.027 10 0.004 125 max -917.737 10 123.081 5 394.104 5 0 3 0.088 5 0.118 3

    min -4560.729 5 -14.566 10 62.913 10 0 12 -0.021 10 0.01 12M139 1 max -71.601 10 0.443 1 -7.684 10 0 12 0.015 3 0.007 5

    min -4543.845 5 -52.443 3 -49.592 5 0 3 0.002 12 -0.004 102 max -71.232 10 0.443 1 -6.307 10 0 12 0.01 3 0.005 5

    min -4543.788 5 -55.16 3 -38.886 5 0 3 0.002 12 -0.002 103 max -70.864 10 0.443 1 -4.931 10 0 12 0.005 3 0.004 3

    min -4543.732 5 -57.876 3 -28.18 5 0 3 0.001 12 0 124 max -70.495 10 0.443 1 -3.26 12 0 12 0.004 5 0.006 3

    min -4543.676 5 -60.593 3 -17.768 3 0 3 -0.002 10 0 15 max -70.126 10 0.443 1 -1.181 12 0 12 0.003 5 0.009 3

    min -4543.62 5 -63.31 3 -7.765 3 0 3 -0.005 10 -0.001 1M179 1 max -69.798 10 1.113 12 0.305 12 0 12 0.003 5 0.009 3

    min -4543.681 5 -61.303 3 -4.339 3 0 3 -0.005 10 -0.001 12 max -69.368 10 1.113 12 9.412 5 0 12 0.003 5 0.013 3

    min -4543.615 5 -64.472 3 0.651 10 0 3 -0.009 10 -0.001 13 max -68.938 10 1.113 12 21.902 5 0 12 0.004 5 0.018 3

    min -4543.55 5 -67.642 3 2.257 10 0 3 -0.012 10 0 124 max -68.507 10 1.113 12 34.393 5 0 12 0.005 5 0.024 3

    min -4543.484 5 -70.811 3 3.862 10 0 3 -0.016 10 0 125 max -68.077 10 1.113 12 46.883 5 0 12 0.008 5 0.03 3

    min -4543.418 5 -73.981 3 5.468 10 0 3 -0.02 10 0.001 12M314 1 max -299.144 10 -12.109 12 11.6 3 0 1 0.018 5 0.004 10

    min -4440.042 5 -64.116 3 2.797 12 0 3 -0.006 10 -0.002 52 max -298.891 10 -12.109 12 8.95 3 0 1 0.015 5 0.011 3

    min -4440.089 5 -63.332 3 1.648 12 0 3 -0.01 10 0.001 123 max -298.637 10 -12.109 12 6.366 4 0 1 0.011 5 0.019 3

    min -4440.136 5 -62.548 3 0.435 11 0 3 -0.014 10 0.002 124 max -298.384 10 -12.109 12 5.23 4 0 1 0.007 5 0.027 3

    min -4440.183 5 -61.765 3 -2.228 11 0 3 -0.019 10 0.004 125 max -298.13 10 -12.109 12 4.095 4 0 1 0.003 5 0.034 3

    min -4440.23 5 -60.981 3 -4.891 11 0 3 -0.023 10 0.005 12

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 3

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)M308 1 max 336.767 10 29.013 3 11.789 3 0 12 0.008 5 0.021 3

    min -4435.301 5 1.087 8 3.045 12 0 3 -0.021 10 0.002 122 max 337.02 10 29.797 3 9.14 3 0 12 0.011 5 0.019 3

    min -4435.348 5 4.727 8 1.896 12 0 3 -0.018 10 0.002 123 max 337.274 10 30.58 3 6.491 3 0 12 0.012 5 0.016 3

    min -4435.395 5 4.829 12 0.747 12 0 3 -0.015 10 0.002 124 max 337.527 10 31.364 3 4.04 4 0 12 0.014 5 0.013 3

    min -4435.442 5 4.829 12 -0.83 1 0 3 -0.011 10 0.001 125 max 337.781 10 32.148 3 2.904 4 0 12 0.015 5 0.01 3

    min -4435.489 5 4.829 12 -3.263 11 0 3 -0.008 10 0 12M132 1 max -775.996 10 -5.198 12 11.88 5 0 12 0.031 3 0.022 10

    min -4236.527 5 -42.955 3 -8.251 10 0 3 0.002 12 -0.01 52 max -775.197 10 -0.693 12 11.88 5 0 12 0.028 3 0.023 10

    min -4236.406 5 -21.282 3 -2.365 10 0 3 0.001 12 -0.006 13 max -774.398 10 8.856 5 15.391 3 0 12 0.028 3 0.023 10

    min -4236.284 5 -4.652 10 0.01 12 0 3 0.001 12 -0.006 14 max -773.599 10 32.052 5 21.277 3 0 12 0.031 3 0.025 10

    min -4236.162 5 -1.67 10 0.01 12 0 3 0.002 12 -0.007 15 max -772.8 10 55.249 5 27.163 3 0 12 0.038 3 0.026 10

    min -4236.04 5 1.312 10 0.01 12 0 3 0.003 12 -0.01 1M389 1 max -854.543 10 466.212 3 -2.768 10 0 1 -0.002 1 0.045 3

    min -4190.802 5 47.146 12 -31.563 5 0 3 -0.035 3 0.005 122 max -854.416 10 466.603 3 -3.241 10 0 1 0.002 1 0.017 3

    min -4190.826 5 47.146 12 -32.989 5 0 3 -0.009 4 0.001 123 max -854.289 10 466.995 3 -3.714 10 0 1 0.018 8 0.002 2

    min -4190.849 5 47.146 12 -34.415 5 0 3 -0.003 6 -0.014 44 max -854.163 10 467.387 3 -4.187 10 0 1 0.042 3 -0.003 2

    min -4190.873 5 47.146 12 -35.841 5 0 3 -0.001 12 -0.04 45 max -854.036 10 467.779 3 -4.66 10 0 1 0.068 3 -0.008 2

    min -4190.896 5 47.146 12 -37.267 5 0 3 0.001 12 -0.067 3M400 1 max 366.119 10 4.278 11 5.274 1 0 10 0.012 5 0.005 9

    min -4117.399 5 -69.929 4 -2.379 11 0 5 -0.006 10 -0.004 72 max 366.245 10 4.278 11 4.328 1 0 10 0.012 5 0.009 9

    min -4117.422 5 -69.537 4 -3.711 11 0 5 -0.01 10 -0.001 73 max 366.372 10 4.278 11 3.381 1 0 10 0.012 5 0.012 9

    min -4117.446 5 -69.145 4 -5.042 11 0 5 -0.014 10 0.001 24 max 366.499 10 4.278 11 2.435 1 0 10 0.012 5 0.015 9

    min -4117.469 5 -68.753 4 -6.374 11 0 5 -0.018 10 0.001 25 max 366.626 10 4.278 11 1.489 1 0 10 0.012 5 0.019 10

    min -4117.493 5 -68.361 4 -7.705 11 0 5 -0.022 10 0.001 5M284 1 max -72.36 10 40.148 3 -0.811 10 0 3 0.001 12 0.018 3

    min -4104.392 5 -1.043 12 -21.658 5 0 1 -0.016 3 -0.001 122 max -71.61 10 34.624 3 2.903 9 0 3 0.001 12 0.013 3

    min -4104.278 5 -1.043 12 -1.811 1 0 1 -0.013 3 -0.001 123 max -70.86 10 29.1 3 22.607 3 0 3 0.001 12 0.011 3

    min -4104.163 5 -1.043 12 4.06 12 0 1 -0.008 3 -0.001 124 max -70.11 10 23.576 3 43.65 5 0 3 0.003 1 0.012 3

    min -4104.049 5 -1.043 12 7.585 10 0 1 -0.002 4 0 125 max -69.361 10 18.053 3 65.419 5 0 3 0.008 5 0.015 3

    min -4103.935 5 -1.043 12 10.383 10 0 1 0.002 10 0.001 12M233 1 max -72.885 10 54.594 3 -2.768 10 0 3 0.002 1 0.02 3

    min -4104.361 5 1.221 12 -31.056 5 0 1 -0.017 3 -0.001 122 max -72.835 10 54.232 3 -2.585 10 0 3 0.001 12 0.02 3

    min -4104.353 5 1.221 12 -29.628 5 0 1 -0.016 3 -0.001 12

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 4

    Cesar Jimenez VESFUERZO CUERDA ENREJADO

    Cesar Jimenez VHOJA : 14

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)3 max -72.786 10 53.87 3 -2.401 10 0 3 0.001 12 0.019 3

    min -4104.346 5 1.221 12 -28.201 5 0 1 -0.016 3 -0.001 124 max -72.737 10 53.507 3 -2.218 10 0 3 0.001 12 0.019 3

    min -4104.338 5 1.221 12 -26.773 5 0 1 -0.016 3 -0.001 125 max -72.688 10 53.145 3 -2.034 10 0 3 0.001 12 0.018 3

    min -4104.331 5 1.221 12 -25.346 5 0 1 -0.016 3 -0.001 12M201 1 max -723.3 10 -3.506 10 4.698 1 0 3 0.071 3 0.038 10

    min -4051.041 5 -129.329 5 -60.529 10 0 1 0.011 12 -0.039 52 max -722.501 10 -0.524 10 4.698 1 0 3 0.055 3 0.032 10

    min -4050.919 5 -106.132 5 -54.643 10 0 1 0.008 12 -0.025 53 max -721.702 10 2.458 10 4.698 1 0 3 0.042 3 0.026 10

    min -4050.797 5 -82.935 5 -48.757 10 0 1 0.005 12 -0.016 14 max -720.903 10 5.44 10 4.698 1 0 3 0.031 3 0.02 10

    min -4050.676 5 -59.739 5 -42.871 10 0 1 0.002 12 -0.009 15 max -720.104 10 8.422 10 4.698 1 0 3 0.025 3 0.017 3

    min -4050.554 5 -36.542 5 -36.985 10 0 1 0 12 -0.003 1M298 1 max 379.613 10 84.846 5 12.931 1 0 10 0.007 10 0.02 5

    min -4017.773 5 -60.749 10 3.001 12 0 5 -0.01 5 -0.011 102 max 379.74 10 84.846 5 11.985 1 0 10 0.004 10 0.016 5

    min -4017.796 5 -60.357 10 2.426 12 0 5 -0.004 5 -0.007 103 max 379.867 10 84.846 5 11.039 1 0 10 0.003 1 0.011 5

    min -4017.82 5 -59.966 10 1.852 12 0 5 0 9 -0.004 104 max 379.994 10 84.846 5 10.092 1 0 10 0.007 5 0.007 5

    min -4017.843 5 -59.574 10 1.277 12 0 5 -0.003 10 -0.001 85 max 380.12 10 84.846 5 9.146 1 0 10 0.012 5 0.005 9

    min -4017.867 5 -59.182 10 0.703 12 0 5 -0.006 10 -0.004 7M315 1 max -322.97 10 -12.109 12 2.895 8 0 1 0.003 5 0.034 3

    min -4009.711 5 -59.481 3 -21.365 6 0 3 -0.023 10 0.005 122 max -322.843 10 -12.109 12 2.043 8 0 1 0.002 2 0.037 3

    min -4009.735 5 -59.089 3 -22.034 6 0 3 -0.025 10 0.005 123 max -322.716 10 -12.109 12 1.192 8 0 1 0 1 0.04 3

    min -4009.758 5 -58.697 3 -22.874 5 0 3 -0.027 9 0.005 124 max -322.589 10 -12.109 12 0.34 8 0 1 -0.001 1 0.042 3

    min -4009.782 5 -58.305 3 -24.3 5 0 3 -0.031 3 0.005 125 max -322.463 10 -12.109 12 -0.511 8 0 1 -0.002 1 0.045 3

    min -4009.805 5 -57.913 3 -25.726 5 0 3 -0.035 3 0.005 12M3 1 max -647.562 10 260.991 5 -7.11 10 0 3 0.023 9 0.151 3

    min -3832.428 5 37.631 10 -105.957 7 0 12 -0.026 6 0.014 122 max -646.763 10 284.188 5 -1.224 10 0 3 0.032 9 0.11 3

    min -3832.306 5 40.613 10 -105.079 5 0 12 -0.012 6 0.007 123 max -645.964 10 307.385 5 4.663 10 0 3 0.049 3 0.066 3

    min -3832.184 5 43.595 10 -105.079 5 0 12 -0.001 12 0 124 max -645.165 10 330.581 5 10.549 10 0 3 0.074 3 0.033 10

    min -3832.063 5 46.577 10 -105.079 5 0 12 0.004 12 -0.019 55 max -644.366 10 353.778 5 16.435 10 0 3 0.102 3 0.029 10

    min -3831.941 5 49.559 10 -105.079 5 0 12 0.011 12 -0.071 5M317 1 max -692.508 10 14.289 5 -3.773 1 0 12 0.003 3 -0.004 10

    min -3567.233 5 -5.504 10 -52.295 9 0 3 -0.001 12 -0.019 52 max -692.381 10 12.863 5 -3.773 1 0 12 0.002 2 -0.006 10

    min -3567.257 5 -5.977 10 -52.687 9 0 3 -0.003 12 -0.022 53 max -692.255 10 11.437 5 -3.773 1 0 12 0.002 2 -0.008 12

    min -3567.28 5 -6.45 10 -53.079 9 0 3 -0.005 10 -0.025 34 max -692.128 10 10.011 5 -3.773 1 0 12 0.002 2 -0.009 12

    min -3567.304 5 -6.923 10 -53.471 9 0 3 -0.008 10 -0.028 3

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 5

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)5 max -692.001 10 8.584 5 -3.773 1 0 12 0.002 1 -0.01 12

    min -3567.327 5 -7.396 10 -53.863 9 0 3 -0.011 9 -0.031 3M290 1 max 251.558 10 100.345 5 14.148 5 0 3 0.034 10 0.029 5

    min -3503.846 5 -285.02 10 -5.541 10 0 1 -0.008 5 -0.036 102 max 251.684 10 100.345 5 12.722 5 0 3 0.017 4 0.024 5

    min -3503.87 5 -284.628 10 -6.014 10 0 1 -0.002 11 -0.02 103 max 251.811 10 100.345 5 11.492 1 0 3 0.008 1 0.019 5

    min -3503.893 5 -284.236 10 -6.487 10 0 1 0 10 -0.004 104 max 251.938 10 100.345 5 10.546 1 0 3 0.012 1 0.024 3

    min -3503.917 5 -283.844 10 -6.96 10 0 1 -0.016 10 0.002 125 max 252.065 10 100.345 5 9.6 1 0 3 0.017 5 0.037 3

    min -3503.94 5 -283.452 10 -7.433 10 0 1 -0.033 10 0 12M322 1 max 403.053 10 -16.748 10 15.691 3 0 1 0.066 5 0.011 10

    min -3443.723 5 -136.68 5 -5.232 12 0 3 0.02 1 -0.059 52 max 403.307 10 -17.695 10 14.908 3 0 1 0.05 5 0.014 10

    min -3443.77 5 -139.532 5 -5.232 12 0 3 0.016 1 -0.043 53 max 403.561 10 -18.641 10 14.124 3 0 1 0.036 3 0.017 10

    min -3443.817 5 -142.384 5 -5.232 12 0 3 0.011 1 -0.027 54 max 403.814 10 -19.587 10 13.34 3 0 1 0.026 3 0.02 10

    min -3443.864 5 -145.236 5 -5.232 12 0 3 0.007 1 -0.01 55 max 404.068 10 -20.533 10 12.557 3 0 1 0.018 4 0.026 9

    min -3443.911 5 -148.088 5 -6.122 8 0 3 0 2 0.002 2M586B 1 max -360.935 1 80.966 9 -36.851 10 0 3 0.079 5 0.111 3

    min -3357.643 5 -2.025 6 -225.244 5 0 12 -0.02 10 0.009 122 max -357.508 1 76.257 9 -34.466 10 0 3 0.059 5 0.085 3

    min -3357.546 5 -2.025 6 -206.687 5 0 12 -0.016 10 0.006 123 max -354.081 1 71.548 9 -31.977 12 0 3 0.041 5 0.06 3

    min -3357.448 5 -2.025 6 -188.232 3 0 12 -0.013 10 0.003 124 max -350.654 1 66.839 9 -28.373 12 0 3 0.025 5 0.037 3

    min -3357.351 5 -2.025 6 -170.893 3 0 12 -0.009 10 0.001 125 max -347.227 1 62.13 9 -24.769 12 0 3 0.01 5 0.016 3

    min -3357.254 5 -2.025 6 -153.555 3 0 12 -0.006 10 -0.002 12M35 1 max -362.645 1 78.68 10 -38.809 10 0 3 0.088 5 0.118 3

    min -3357.612 5 -76.161 5 -234.644 5 0 12 -0.021 10 0.01 122 max -362.382 1 78.318 10 -38.626 10 0 3 0.086 5 0.117 3

    min -3357.605 5 -76.161 5 -233.216 5 0 12 -0.021 10 0.01 123 max -362.118 1 77.956 10 -38.442 10 0 3 0.083 5 0.115 3

    min -3357.597 5 -76.161 5 -231.789 5 0 12 -0.021 10 0.01 124 max -361.855 1 77.594 10 -38.259 10 0 3 0.081 5 0.113 3

    min -3357.59 5 -76.161 5 -230.361 5 0 12 -0.02 10 0.009 125 max -361.591 1 77.231 10 -38.075 10 0 3 0.079 5 0.111 3

    min -3357.582 5 -76.161 5 -228.934 5 0 12 -0.02 10 0.009 12M587A 1 max -346.571 1 61.297 3 -23.283 12 0 3 0.01 5 0.016 3

    min -3357.314 5 -1.793 1 -150.129 3 0 12 -0.006 10 -0.002 122 max -345.978 1 60.482 3 -22.659 12 0 3 0.007 5 0.013 3

    min -3357.298 5 -1.793 1 -147.128 3 0 12 -0.006 10 -0.002 13 max -345.385 1 59.667 3 -22.035 12 0 3 0.006 2 0.009 3

    min -3357.281 5 -1.793 1 -144.127 3 0 12 -0.005 10 -0.003 14 max -344.792 1 58.852 3 -21.411 12 0 3 0.004 2 0.007 9

    min -3357.264 5 -1.793 1 -141.126 3 0 12 -0.005 9 -0.004 15 max -344.199 1 58.037 3 -20.788 12 0 3 0.002 2 0.005 10

    min -3357.247 5 -1.793 1 -138.125 3 0 12 -0.005 9 -0.005 5M318 1 max -489.507 10 7.582 1 12.11 7 0 12 0.013 3 0.003 12

    min -3352.329 5 -1.358 10 -9.499 12 0 3 0.001 1 -0.013 3

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 6

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)2 max -489.253 10 5.689 1 10.086 3 0 12 0.014 3 0.002 12

    min -3352.376 5 -2.304 10 -9.499 12 0 3 0.003 1 -0.011 33 max -489 10 3.797 1 9.303 3 0 12 0.015 3 0.001 10

    min -3352.423 5 -4.751 9 -9.499 12 0 3 0.004 1 -0.01 54 max -488.746 10 1.905 1 8.519 3 0 12 0.015 3 0.001 10

    min -3352.47 5 -7.211 9 -9.499 12 0 3 0.004 12 -0.01 55 max -488.493 10 0.012 1 7.735 3 0 12 0.015 3 0.001 10

    min -3352.517 5 -9.734 3 -9.499 12 0 3 0.003 12 -0.01 5M316 1 max -775.234 10 19.071 5 -3.773 1 0 10 0.021 9 0.013 10

    min -3338.222 5 1.658 10 -47.66 9 0 5 -0.002 1 -0.003 22 max -774.981 10 16.219 5 -3.773 1 0 10 0.016 9 0.008 10

    min -3338.269 5 0.712 10 -48.444 9 0 5 -0.001 1 -0.006 23 max -774.727 10 13.367 5 -3.773 1 0 10 0.012 3 0.004 10

    min -3338.316 5 -0.234 10 -49.228 9 0 5 0 1 -0.009 54 max -774.474 10 10.515 5 -3.773 1 0 10 0.008 3 0 10

    min -3338.363 5 -1.18 10 -50.011 9 0 5 0.001 1 -0.014 55 max -774.22 10 7.663 5 -3.773 1 0 10 0.003 3 -0.004 10

    min -3338.41 5 -2.127 10 -50.795 9 0 5 -0.001 12 -0.019 5M216 1 max -261.634 10 129.422 10 25.689 5 0 3 0.007 3 0.007 5

    min -3288.777 5 -74.864 5 -1.712 10 0 1 0.001 12 -0.005 102 max -261.507 10 129.813 10 24.263 5 0 3 0.013 3 0.012 5

    min -3288.8 5 -74.864 5 -2.185 10 0 1 0 12 -0.013 103 max -261.38 10 130.205 10 22.837 5 0 3 0.019 10 0.018 5

    min -3288.824 5 -74.864 5 -2.659 10 0 1 -0.002 5 -0.02 104 max -261.254 10 130.597 10 21.411 5 0 3 0.027 10 0.024 5

    min -3288.847 5 -74.864 5 -3.132 10 0 1 -0.005 5 -0.028 105 max -261.127 10 130.989 10 19.985 5 0 3 0.034 10 0.029 5

    min -3288.871 5 -74.864 5 -3.605 10 0 1 -0.008 5 -0.036 10M131 1 max -774.625 10 -4.614 10 51.229 3 0 12 0.007 5 -0.003 12

    min -3276.191 5 -44.737 5 -0.784 1 0 3 -0.007 10 -0.012 32 max -774.256 10 -3.238 10 53.945 3 0 12 0.005 5 -0.002 12

    min -3276.135 5 -34.031 5 -0.784 1 0 3 -0.005 10 -0.008 33 max -773.887 10 -1.862 10 56.662 3 0 12 0.003 5 -0.001 10

    min -3276.079 5 -23.325 5 -0.784 1 0 3 -0.002 10 -0.005 14 max -773.518 10 -0.485 10 59.379 3 0 12 0.003 3 0.002 10

    min -3276.023 5 -12.618 5 -0.784 1 0 3 0 12 -0.004 15 max -773.149 10 0.891 10 62.095 3 0 12 0.006 3 0.005 10

    min -3275.967 5 -1.912 5 -0.784 1 0 3 0 12 -0.004 1M178 1 max -772.822 10 3.167 9 67.959 10 0 12 0.006 3 0.005 10

    min -3276.027 5 0.724 6 -1.74 5 0 3 0 12 -0.004 12 max -772.391 10 14.566 3 71.129 10 0 12 0.011 3 0.009 10

    min -3275.962 5 3.421 12 -1.74 5 0 3 0 12 -0.004 13 max -771.961 10 26.757 5 74.298 10 0 12 0.017 3 0.014 10

    min -3275.896 5 5.326 10 -1.74 5 0 3 0.001 12 -0.005 14 max -771.531 10 39.248 5 77.468 10 0 12 0.023 3 0.018 10

    min -3275.831 5 6.932 10 -1.74 5 0 3 0.001 12 -0.007 55 max -771.101 10 51.738 5 80.637 10 0 12 0.031 3 0.022 10

    min -3275.765 5 8.537 10 -1.74 5 0 3 0.002 12 -0.01 5M391 1 max -510.602 10 -1.445 2 126.814 3 0 12 0.002 1 -0.01 12

    min -3252.247 5 -11.928 9 13.671 12 0 3 -0.011 9 -0.031 32 max -510.475 10 -2.392 2 126.422 3 0 12 0.004 2 -0.007 10

    min -3252.271 5 -13.158 9 13.671 12 0 3 -0.007 10 -0.025 53 max -510.348 10 -3.338 2 126.03 3 0 12 0.006 2 -0.002 10

    min -3252.294 5 -14.388 9 13.671 12 0 3 -0.005 12 -0.021 5

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 7

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)4 max -510.222 10 -4.284 2 125.638 3 0 12 0.011 3 0.003 10

    min -3252.318 5 -15.618 9 13.671 12 0 3 -0.004 12 -0.017 55 max -510.095 10 -5.105 6 125.247 3 0 12 0.018 3 0.008 10

    min -3252.341 5 -16.848 9 13.671 12 0 3 -0.004 12 -0.013 5M320 1 max -454.841 10 6.106 12 -20.629 1 0 12 0.041 5 0.007 12

    min -3232.909 5 -27.527 3 -67.573 3 0 3 0.014 10 -0.008 32 max -454.588 10 4.957 12 -20.629 1 0 12 0.033 5 0.003 12

    min -3232.956 5 -30.176 3 -68.357 3 0 3 0.008 10 -0.012 33 max -454.334 10 3.808 12 -20.629 1 0 12 0.024 5 -0.002 12

    min -3233.003 5 -32.825 3 -69.141 3 0 3 0.001 10 -0.017 34 max -454.081 10 2.659 12 -20.629 1 0 12 0.015 5 -0.006 12

    min -3233.05 5 -35.475 3 -69.924 3 0 3 -0.005 10 -0.021 35 max -453.827 10 1.51 12 -20.629 1 0 12 0.006 5 -0.01 12

    min -3233.097 5 -38.124 3 -70.708 3 0 3 -0.012 10 -0.025 3M319 1 max -388.766 10 -6.773 12 7.458 2 0 12 0.015 3 0.002 10

    min -3193.336 5 -26.644 3 -9.499 12 0 3 0.003 12 -0.01 52 max -388.512 10 -7.922 12 7.458 2 0 12 0.012 3 0.003 10

    min -3193.383 5 -29.293 3 -9.499 12 0 3 0.001 12 -0.008 53 max -388.259 10 -9.071 12 7.458 2 0 12 0.009 3 0.004 10

    min -3193.43 5 -31.943 3 -9.499 12 0 3 -0.001 12 -0.005 54 max -388.005 10 -10.22 12 7.458 2 0 12 0.006 3 0.006 9

    min -3193.477 5 -34.592 3 -10.838 8 0 3 -0.003 12 -0.003 65 max -387.752 10 -11.369 12 7.458 2 0 12 0.004 2 0.01 3

    min -3193.525 5 -37.241 3 -13.568 8 0 3 -0.006 12 -0.002 12M585B 1 max -254.14 1 -24.149 10 1.953 1 0 3 0.092 3 0.027 10

    min -3174.247 5 -193.182 5 -81.059 3 0 12 0.009 12 -0.067 52 max -250.713 1 -21.763 10 1.953 1 0 3 0.07 3 0.022 10

    min -3174.149 5 -174.624 5 -76.35 3 0 12 0.006 12 -0.05 53 max -247.285 1 -19.378 10 1.953 1 0 3 0.049 3 0.017 10

    min -3174.052 5 -156.067 5 -71.641 3 0 12 0.003 12 -0.035 54 max -243.858 1 -16.992 10 1.953 1 0 3 0.03 3 0.013 10

    min -3173.954 5 -137.51 5 -66.932 3 0 12 0 12 -0.021 55 max -240.431 1 -14.607 10 1.953 1 0 3 0.013 3 0.008 10

    min -3173.857 5 -118.952 5 -62.224 3 0 12 -0.002 12 -0.01 5M27 1 max -255.85 1 -26.107 10 -13.614 12 0 3 0.102 3 0.029 10

    min -3174.216 5 -202.581 5 -147.135 3 0 12 0.011 12 -0.071 52 max -255.586 1 -25.923 10 -13.614 12 0 3 0.099 3 0.028 10

    min -3174.208 5 -201.154 5 -146.772 3 0 12 0.01 12 -0.07 53 max -255.323 1 -25.74 10 -13.614 12 0 3 0.097 3 0.028 10

    min -3174.201 5 -199.726 5 -146.41 3 0 12 0.01 12 -0.069 54 max -255.059 1 -25.556 10 -13.614 12 0 3 0.095 3 0.027 10

    min -3174.193 5 -198.299 5 -146.048 3 0 12 0.009 12 -0.068 55 max -254.795 1 -25.373 10 -13.614 12 0 3 0.092 3 0.027 10

    min -3174.186 5 -196.871 5 -145.686 3 0 12 0.009 12 -0.067 5M586A 1 max -239.776 1 -13.383 10 2.042 1 0 3 0.013 3 0.008 10

    min -3173.918 5 -115.264 5 -61.079 9 0 12 -0.002 12 -0.01 52 max -239.182 1 -12.97 10 2.042 1 0 3 0.011 3 0.008 10

    min -3173.901 5 -112.052 5 -60.264 9 0 12 -0.002 12 -0.008 53 max -238.589 1 -12.557 10 2.042 1 0 3 0.008 3 0.007 10

    min -3173.884 5 -108.84 5 -59.449 9 0 12 -0.003 1 -0.006 24 max -237.996 1 -12.144 10 2.042 1 0 3 0.006 9 0.006 10

    min -3173.867 5 -105.628 5 -58.634 9 0 12 -0.004 1 -0.005 25 max -237.403 1 -11.731 10 2.042 1 0 3 0.004 9 0.005 10

    min -3173.85 5 -102.416 5 -57.819 9 0 12 -0.004 6 -0.003 2

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 8

    Cesar Jimenez VHOJA : 15

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)M299 1 max -765.042 10 41.667 5 99.749 4 0 5 0.011 5 0.007 5

    min -3093.461 5 0.19 10 -28.291 11 0 10 -0.013 10 -0.02 102 max -764.788 10 38.815 5 98.965 4 0 5 0.013 5 0.001 1

    min -3093.508 5 -0.756 10 -28.291 11 0 10 -0.002 10 -0.01 33 max -764.535 10 35.963 5 98.182 4 0 5 0.022 3 0.002 10

    min -3093.555 5 -1.702 10 -28.291 11 0 10 0.001 12 -0.008 54 max -764.281 10 33.111 5 97.398 4 0 5 0.037 3 0.014 10

    min -3093.602 5 -2.648 10 -28.291 11 0 10 -0.002 12 -0.015 55 max -764.028 10 30.258 5 96.614 4 0 5 0.051 3 0.025 10

    min -3093.649 5 -3.594 10 -28.291 11 0 10 -0.006 12 -0.022 5M138 1 max 118.521 10 0.443 1 -2.472 10 0 12 0.027 3 0.002 5

    min -3001.491 5 -27.398 3 -35.181 5 0 3 0.001 12 -0.023 102 max 119.32 10 0.443 1 0.51 10 0 12 0.021 3 0 12

    min -3001.369 5 -33.284 3 -11.984 5 0 3 0.001 12 -0.02 33 max 120.119 10 0.443 1 13.749 3 0 12 0.017 3 0 12

    min -3001.247 5 -39.17 3 0.955 12 0 3 0.001 12 -0.016 34 max 120.918 10 0.443 1 35.422 3 0 12 0.015 3 0.002 5

    min -3001.125 5 -45.057 3 5.461 12 0 3 0.001 12 -0.01 105 max 121.717 10 0.443 1 57.606 5 0 12 0.015 3 0.007 5

    min -3001.004 5 -50.943 3 9.456 10 0 3 0.002 12 -0.004 10M283 1 max -668.988 10 -5.195 12 0.159 12 0 3 0.022 3 0.017 3

    min -2864.461 5 -34.216 3 -43.807 3 0 1 0 12 -0.002 12 max -666.639 4 -0.967 12 0.159 12 0 3 0.015 3 0.015 3

    min -2865.946 11 -13.877 3 -38.283 3 0 1 0 12 -0.001 123 max -664.049 4 10.254 5 0.159 12 0 3 0.011 3 0.012 3

    min -2867.673 11 -0.53 10 -32.759 3 0 1 0 12 -0.001 124 max -661.458 4 32.023 5 0.159 12 0 3 0.01 3 0.007 3

    min -2869.399 11 2.268 10 -27.236 3 0 1 0.001 12 -0.003 15 max -658.868 4 53.793 5 0.159 12 0 3 0.012 5 0.002 10

    min -2871.125 11 5.067 10 -21.712 3 0 1 0.001 10 -0.006 1M225 1 max -669.513 10 -7.79 12 4.698 1 0 3 0.025 3 0.017 3

    min -2864.43 5 -42.977 3 -35.485 10 0 1 0 12 -0.003 12 max -669.464 10 -7.512 12 4.698 1 0 3 0.024 3 0.017 3

    min -2864.423 5 -41.643 3 -35.122 10 0 1 0 12 -0.003 13 max -669.414 10 -7.235 12 4.698 1 0 3 0.023 3 0.017 3

    min -2864.415 5 -40.31 3 -34.76 10 0 1 0 12 -0.003 14 max -669.365 10 -6.958 12 4.698 1 0 3 0.023 3 0.017 3

    min -2864.408 5 -38.976 3 -34.398 10 0 1 0 12 -0.002 15 max -669.316 10 -6.681 12 4.698 1 0 3 0.022 3 0.017 3

    min -2864.4 5 -37.642 3 -34.036 10 0 1 0 12 -0.002 1M323 1 max 779.021 4 44.797 9 11.057 3 0 1 0.018 4 0.026 9

    min -2854.465 11 -3.256 6 -6.122 8 0 3 0 2 0.002 22 max 779.325 4 42.337 9 10.273 3 0 1 0.022 3 0.022 9

    min -2854.563 11 -4.594 6 -8.852 8 0 3 0.001 12 0 23 max 779.629 4 39.876 9 9.489 3 0 1 0.028 3 0.018 10

    min -2854.66 11 -5.933 6 -11.582 8 0 3 0 12 -0.001 24 max 779.933 4 37.416 9 8.706 3 0 1 0.033 3 0.016 10

    min -2854.758 11 -7.271 6 -14.312 8 0 3 -0.001 12 -0.003 25 max 780.238 4 34.956 9 7.922 3 0 1 0.038 3 0.014 10

    min -2854.856 11 -8.609 6 -17.042 8 0 3 -0.002 12 -0.004 2M215 1 max -273.61 10 8.38 4 4.59 11 0 3 0.008 5 0.006 7

    min -2732.67 5 -7.608 11 1.889 4 0 1 -0.003 10 0 122 max -273.356 10 9.164 4 2.186 12 0 3 0.007 5 0.006 7

    min -2732.717 5 -7.608 11 0.162 7 0 1 -0.002 10 0.001 12

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 9

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)3 max -273.103 10 9.947 4 1.037 12 0 3 0.006 5 0.005 5

    min -2732.764 5 -7.608 11 -2.155 3 0 1 0 10 0.001 104 max -272.849 10 12.569 7 0.038 10 0 3 0.005 5 0.006 5

    min -2732.811 5 -7.608 11 -4.954 5 0 1 0.001 10 0 105 max -272.596 10 16.209 7 -0.908 10 0 3 0.005 3 0.006 5

    min -2732.858 5 -7.608 11 -7.807 5 0 1 0 12 -0.002 10M321 1 max -352.661 10 -2.184 10 -20.629 1 0 12 0.006 5 -0.01 12

    min -2699.821 5 -112.635 5 -72.208 3 0 3 -0.012 10 -0.025 32 max -352.535 10 -2.657 10 -20.629 1 0 12 -0.001 2 -0.009 12

    min -2699.845 5 -114.061 5 -72.6 3 0 3 -0.016 9 -0.025 33 max -352.408 10 -3.13 10 -20.629 1 0 12 -0.005 1 -0.007 12

    min -2699.868 5 -115.487 5 -72.992 3 0 3 -0.022 9 -0.026 34 max -352.281 10 -3.603 10 -20.629 1 0 12 -0.008 1 -0.006 12

    min -2699.892 5 -116.913 5 -73.384 3 0 3 -0.03 3 -0.027 35 max -352.154 10 -4.076 10 -20.629 1 0 12 -0.011 1 -0.005 12

    min -2699.916 5 -118.339 5 -73.775 3 0 3 -0.038 3 -0.027 3M392 1 max 386.478 10 -7.949 10 266.1 3 0 12 -0.011 1 -0.005 12

    min -2517.612 5 -130.012 5 36.807 12 0 3 -0.038 3 -0.027 32 max 386.605 10 -8.422 10 265.708 3 0 12 -0.01 1 0.002 11

    min -2517.636 5 -131.438 5 36.807 12 0 3 -0.038 5 -0.008 43 max 386.732 10 -8.895 10 265.317 3 0 12 0.002 10 0.014 5

    min -2517.659 5 -132.864 5 36.807 12 0 3 -0.04 5 0.003 14 max 386.858 10 -9.368 10 264.925 3 0 12 0.014 10 0.032 3

    min -2517.683 5 -134.29 5 36.807 12 0 3 -0.043 5 0.009 15 max 386.985 10 -9.841 10 264.533 3 0 12 0.026 10 0.052 3

    min -2517.706 5 -135.716 5 36.807 12 0 3 -0.046 5 0.015 1M224 1 max -517.115 1 106.187 3 75.348 10 0 10 0.004 12 0.019 5

    min -2504.611 5 12.724 12 -26.778 5 0 5 -0.038 3 -0.01 102 max -516.608 1 103.538 3 74.565 10 0 10 0.004 12 0.007 11

    min -2504.658 5 11.575 12 -26.778 5 0 5 -0.019 3 -0.005 43 max -516.101 1 100.888 3 73.781 10 0 10 0.005 5 0.002 12

    min -2504.705 5 10.426 12 -26.778 5 0 5 -0.001 10 -0.008 34 max -515.594 1 98.239 3 72.997 10 0 10 0.018 3 0.004 10

    min -2504.752 5 9.277 12 -26.778 5 0 5 0.004 12 -0.017 55 max -515.087 1 95.59 3 72.214 10 0 10 0.036 3 0.008 10

    min -2504.799 5 8.128 12 -26.778 5 0 5 0.003 12 -0.028 5M130 1 max -721.133 10 -4.691 10 26.184 3 0 12 0.005 5 -0.002 12

    min -2425.21 5 -43.468 5 -0.784 1 0 3 -0.024 10 -0.028 32 max -720.334 10 -1.709 10 32.07 3 0 12 0.001 5 -0.001 12

    min -2425.088 5 -20.271 5 -0.784 1 0 3 -0.021 10 -0.022 33 max -719.535 10 3.207 1 37.956 3 0 12 0.001 5 -0.001 12

    min -2424.967 5 1.273 10 -0.784 1 0 3 -0.018 10 -0.017 34 max -718.736 10 26.122 5 43.842 3 0 12 0.002 5 -0.002 12

    min -2424.845 5 4.255 10 -0.784 1 0 3 -0.013 10 -0.014 35 max -717.937 10 49.319 5 49.728 3 0 12 0.007 5 -0.003 12

    min -2424.723 5 7.237 10 -0.784 1 0 3 -0.007 10 -0.012 3M234 1 max 201.8 10 16.552 3 -11.375 12 0 3 0.008 5 0.015 3

    min -2383.588 5 -1.043 12 -57.535 3 0 1 0.002 10 0.001 122 max 202.489 10 11.481 3 -7.493 12 0 3 0.004 1 0.009 3

    min -2383.483 5 -1.043 12 -38.863 3 0 1 0.001 10 0 123 max 203.177 10 6.41 3 -3.612 12 0 3 0.002 1 0.005 3

    min -2383.378 5 -1.043 12 -20.191 3 0 1 0.001 2 0 124 max 203.866 10 2.911 5 2.707 5 0 3 0.001 1 0.004 3

    min -2383.273 5 -2.615 10 -3.956 10 0 1 0 2 0 12

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 10

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)5 max 204.554 10 2.911 5 22.692 5 0 3 0.002 1 0.005 3

    min -2383.168 5 -7.686 10 -1.387 10 0 1 0 10 0 12M282 1 max 204.882 10 3.298 5 26.381 5 0 3 0.002 1 0.005 3

    min -2383.229 5 -7.526 10 -0.163 10 0 1 0 10 0 122 max 204.992 10 3.298 5 29.592 5 0 3 0.003 1 0.005 3

    min -2383.212 5 -8.341 10 0.25 10 0 1 0 10 0 123 max 205.103 10 3.298 5 32.804 5 0 3 0.003 1 0.006 3

    min -2383.195 5 -9.156 10 0.663 10 0 1 0 10 0 124 max 205.214 10 3.298 5 36.016 5 0 3 0.004 5 0.006 3

    min -2383.178 5 -9.971 10 1.076 10 0 1 0 10 0 125 max 205.324 10 3.298 5 39.228 5 0 3 0.004 5 0.007 3

    min -2383.162 5 -10.786 10 1.488 10 0 1 -0.001 10 0 12M561A 1 max 320.699 1 -1.958 10 2.042 1 0 3 0.004 9 0.005 10

    min -2346.71 3 -25.425 5 -56.319 9 0 12 -0.004 6 -0.003 22 max 324.983 1 2.663 4 2.042 1 0 3 -0.002 10 0 9

    min -2340.903 3 -8.516 1 -50.433 9 0 12 -0.006 1 -0.003 73 max 329.267 1 20.968 5 2.042 1 0 3 -0.003 2 0 1

    min -2335.096 3 4.006 10 -44.547 9 0 12 -0.009 3 -0.008 44 max 333.551 1 44.165 5 2.042 1 0 3 0 2 -0.001 12

    min -2329.288 3 6.988 10 -38.66 9 0 12 -0.011 10 -0.016 35 max 337.835 1 67.361 5 2.042 1 0 3 0.006 5 -0.002 12

    min -2323.481 3 9.97 10 -32.774 9 0 12 -0.014 10 -0.026 3M199 1 max 4493.694 5 153.164 5 96.888 5 0 10 0.14 10 -0.002 12

    min -2319.63 10 -740.534 10 6.787 10 0 1 -0.065 5 -0.164 32 max 4493.671 5 153.164 5 95.462 5 0 10 0.098 10 -0.003 12

    min -2319.503 10 -740.142 10 6.314 10 0 1 -0.051 5 -0.123 33 max 4493.647 5 153.164 5 94.036 5 0 10 0.056 10 -0.005 12

    min -2319.376 10 -739.75 10 5.841 10 0 1 -0.036 5 -0.082 34 max 4493.624 5 153.164 5 92.61 5 0 10 0.014 10 -0.006 12

    min -2319.249 10 -739.358 10 5.368 10 0 1 -0.022 5 -0.042 35 max 4493.6 5 153.164 5 91.184 5 0 10 -0.002 12 0.029 10

    min -2319.123 10 -738.966 10 4.895 10 0 1 -0.035 3 -0.037 5M191 1 max 4277.002 5 831.913 10 -3.097 10 0 12 -0.009 2 0.032 10

    min -2318.434 10 -37.643 5 -80.977 5 0 3 -0.037 3 -0.022 52 max 4276.978 5 832.305 10 -3.57 10 0 12 0.019 10 -0.01 12

    min -2318.308 10 -37.643 5 -82.403 5 0 3 -0.025 5 -0.03 33 max 4276.955 5 832.697 10 -4.043 10 0 12 0.066 10 -0.013 12

    min -2318.181 10 -37.643 5 -83.829 5 0 3 -0.032 5 -0.078 34 max 4276.931 5 833.088 10 -4.516 10 0 12 0.114 10 -0.015 12

    min -2318.054 10 -37.643 5 -85.255 5 0 3 -0.039 5 -0.127 35 max 4276.908 5 833.48 10 -4.989 10 0 12 0.162 10 -0.018 12

    min -2317.927 10 -37.643 5 -86.681 5 0 3 -0.046 5 -0.175 3M223 1 max -365.493 1 58.187 3 44.843 3 0 3 0.004 5 -0.003 12

    min -2199.529 5 7.28 12 2.742 12 0 1 -0.001 10 -0.013 32 max -364.986 1 55.538 3 44.059 3 0 3 0.015 3 -0.003 12

    min -2199.576 5 6.131 12 2.742 12 0 1 0 12 -0.014 33 max -364.479 1 52.889 3 43.276 3 0 3 0.027 3 -0.004 12

    min -2199.623 5 4.982 12 2.742 12 0 1 0.001 12 -0.015 34 max -363.972 1 50.239 3 42.492 3 0 3 0.038 3 -0.004 12

    min -2199.671 5 3.833 12 2.742 12 0 1 0.002 12 -0.016 35 max -363.465 1 47.59 3 41.709 3 0 3 0.048 3 -0.004 12

    min -2199.718 5 2.684 12 2.742 12 0 1 0.003 12 -0.017 3M214 1 max -209.28 4 3.745 4 9.206 5 0 3 0.009 5 0.006 4

    min -2122.769 11 -13.15 8 1.584 10 0 1 -0.005 10 -0.003 11

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 11

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)2 max -208.976 4 4.529 4 6.353 5 0 3 0.01 5 0.006 3

    min -2122.867 11 -9.51 8 0.637 10 0 1 -0.005 10 -0.001 123 max -208.671 4 5.313 4 3.501 5 0 3 0.009 5 0.006 3

    min -2122.965 11 -7.608 11 -0.309 10 0 1 -0.004 10 -0.001 124 max -208.367 4 6.096 4 0.815 1 0 3 0.009 5 0.006 7

    min -2123.062 11 -7.608 11 -1.255 10 0 1 -0.003 10 0 125 max -208.063 4 6.88 4 -0.966 6 0 3 0.008 5 0.006 7

    min -2123.16 11 -7.608 11 -3.439 9 0 1 -0.003 10 0 12M281 1 max -312.72 7 29.639 3 8.099 10 0 3 0.004 5 0.001 4

    min -2047.814 11 5.604 12 -5.293 5 0 1 -0.001 10 -0.003 12 max -312.127 7 32.64 3 8.914 10 0 3 0.004 5 0.001 10

    min -2048.069 11 6.228 12 -5.293 5 0 1 -0.001 10 -0.004 13 max -311.534 7 35.679 5 9.729 10 0 3 0.005 5 0.001 10

    min -2048.324 11 6.814 10 -5.293 5 0 1 0 10 -0.004 14 max -310.941 7 38.891 5 10.544 10 0 3 0.005 5 0.001 10

    min -2048.578 11 7.227 10 -5.293 5 0 1 0 10 -0.004 15 max -310.347 7 42.103 5 11.359 10 0 3 0.006 5 0.001 10

    min -2048.833 11 7.64 10 -5.293 5 0 1 0 10 -0.005 1M226 1 max -328.139 7 -5.512 10 0.159 12 0 3 0.012 5 0.002 10

    min -2041.348 11 -54.373 5 -20.211 3 0 1 0.001 10 -0.006 12 max -324.448 7 -2.943 10 0.159 12 0 3 0.007 5 0.002 3

    min -2042.933 11 -34.388 5 -15.14 3 0 1 -0.001 10 -0.004 13 max -320.757 7 -0.374 10 0.159 12 0 3 0.004 5 0.003 3

    min -2044.518 11 -14.403 5 -10.069 3 0 1 -0.001 10 -0.002 14 max -317.066 7 7.541 3 0.841 10 0 3 0.003 5 0.003 3

    min -2046.103 11 0.237 12 -5.68 5 0 1 -0.002 10 -0.002 15 max -313.376 7 26.213 3 5.912 10 0 3 0.004 5 0.001 10

    min -2047.688 11 4.118 12 -5.68 5 0 1 -0.001 10 -0.003 1M24 1 max -380.631 2 24.125 3 2.528 2 0 10 0.004 12 0.003 6

    min -1977.931 9 4.88 12 -35.244 9 0 7 -0.002 2 -0.002 12 max -380.377 2 22.801 3 2.528 2 0 10 0.003 6 0.002 6

    min -1977.601 9 4.306 12 -35.636 9 0 7 -0.001 2 -0.005 93 max -380.124 2 21.476 3 2.528 2 0 10 0.003 6 0.001 6

    min -1977.272 9 3.731 12 -36.027 9 0 7 -0.001 8 -0.008 94 max -379.87 2 20.151 3 2.528 2 0 10 0.003 6 -0.001 6

    min -1976.942 9 3.157 12 -36.419 9 0 7 -0.001 8 -0.011 95 max -379.617 2 18.827 3 2.528 2 0 10 0.002 6 -0.002 6

    min -1976.612 9 2.582 12 -36.811 9 0 7 -0.003 9 -0.014 9M26 1 max -440.887 2 6.874 10 -5.711 12 0 10 0.033 3 0.014 10

    min -1933.317 9 -17.699 5 -77.988 3 0 5 0.005 12 -0.004 12 max -440.38 2 5.927 10 -5.711 12 0 10 0.023 3 0.007 10

    min -1932.658 9 -20.551 5 -78.771 3 0 5 0.004 12 -0.004 13 max -439.873 2 4.981 10 -5.711 12 0 10 0.013 3 0.002 12

    min -1931.999 9 -23.404 5 -79.555 3 0 5 0.003 12 -0.005 34 max -439.366 2 4.035 10 -5.711 12 0 10 0.005 5 0.002 12

    min -1931.34 9 -26.256 5 -80.339 3 0 5 -0.001 10 -0.013 35 max -438.859 2 3.089 10 -5.711 12 0 10 0 12 0.002 12

    min -1930.68 9 -29.108 5 -81.122 3 0 5 -0.01 3 -0.02 3M25 1 max -412.545 2 4.558 5 29.41 9 0 5 0.008 3 -0.001 10

    min -1886.044 11 -1.923 1 -3.979 6 0 10 -0.001 12 -0.008 52 max -412.038 2 2.157 2 28.626 9 0 5 0.011 3 0.001 10

    min -1886.141 11 -3.815 1 -3.979 6 0 10 -0.001 12 -0.008 53 max -411.531 2 0.264 2 27.842 9 0 5 0.014 3 0.003 10

    min -1886.239 11 -5.708 1 -3.979 6 0 10 -0.002 12 -0.007 5

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 12

    Cesar Jimenez VHOJA : 16

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)4 max -411.024 2 -1.628 2 27.059 9 0 5 0.016 3 0.006 10

    min -1886.337 11 -7.6 1 -3.979 6 0 10 -0.003 12 -0.006 55 max -410.517 2 -3.521 2 26.275 9 0 5 0.019 3 0.008 10

    min -1886.435 11 -9.493 1 -3.979 6 0 10 -0.003 12 -0.004 5M565A 1 max 361.434 1 56.536 3 -2.676 10 0 3 0.002 2 0.005 10

    min -1860.122 5 -1.793 1 -26.329 5 0 12 -0.005 9 -0.005 52 max 365.718 1 50.65 3 1.807 4 0 3 0.002 4 -0.001 10

    min -1860.001 5 -1.793 1 -7.794 1 0 12 -0.001 11 -0.006 53 max 370.001 1 44.764 3 20.064 5 0 3 0.008 4 -0.003 12

    min -1859.879 5 -1.793 1 3.288 10 0 12 -0.001 11 -0.009 34 max 374.285 1 38.878 3 43.261 5 0 3 0.015 4 -0.001 2

    min -1859.757 5 -1.793 1 6.27 10 0 12 0.001 1 -0.011 95 max 378.569 1 32.992 3 66.458 5 0 3 0.024 3 0.005 5

    min -1859.636 5 -1.793 1 9.252 10 0 12 0.003 12 -0.013 10M95 1 max -330.763 2 7.984 3 32.477 9 0 5 0.002 6 -0.002 6

    min -1857.606 11 -2.12 12 -3.979 6 0 8 -0.003 9 -0.014 92 max -330.51 2 6.659 3 32.085 9 0 5 0.002 5 -0.002 6

    min -1857.655 11 -2.695 12 -3.979 6 0 8 -0.001 10 -0.012 93 max -330.256 2 5.335 3 31.694 9 0 5 0.004 3 -0.002 6

    min -1857.704 11 -3.269 12 -3.979 6 0 8 0 12 -0.01 94 max -330.002 2 4.01 3 31.302 9 0 5 0.006 3 -0.002 12

    min -1857.753 11 -3.844 12 -3.979 6 0 8 -0.001 12 -0.009 35 max -329.749 2 2.685 3 30.91 9 0 5 0.008 3 -0.001 10

    min -1857.802 11 -4.418 12 -3.979 6 0 8 -0.001 12 -0.008 5M23 1 max -271.103 2 21.018 5 2.176 2 0 3 0.012 3 0.001 10

    min -1853.302 9 -2.175 10 -12.798 10 0 12 0.001 12 -0.005 52 max -270.596 2 18.166 5 2.176 2 0 3 0.013 3 -0.001 10

    min -1852.642 9 -3.121 10 -13.582 10 0 12 0 12 -0.008 53 max -270.089 2 15.314 5 2.176 2 0 3 0.013 3 -0.002 10

    min -1851.983 9 -4.067 10 -14.366 10 0 12 -0.002 12 -0.011 54 max -269.582 2 12.462 5 2.176 2 0 3 0.013 3 -0.003 10

    min -1851.324 9 -5.014 10 -15.149 10 0 12 -0.003 12 -0.013 55 max -269.075 2 9.61 5 2.176 2 0 3 0.013 3 -0.004 10

    min -1850.665 9 -5.96 10 -15.933 10 0 12 -0.005 12 -0.015 5M118 1 max -223.602 2 -3.427 12 -8.202 2 0 12 0.043 3 0.003 12

    min -1835.855 9 -41.892 3 -42.615 3 0 3 0.009 12 -0.01 32 max -223.095 2 -4.576 12 -8.202 2 0 12 0.034 3 0.001 12

    min -1835.195 9 -44.542 3 -43.399 3 0 3 0.006 12 -0.01 33 max -222.588 2 -5.725 12 -8.202 2 0 12 0.023 3 0 12

    min -1834.536 9 -47.191 3 -44.183 3 0 3 0.004 12 -0.01 34 max -222.081 2 -6.874 12 -8.202 2 0 12 0.013 3 0 12

    min -1833.877 9 -49.84 3 -44.966 3 0 3 0.002 12 -0.009 35 max -221.574 2 -8.023 12 -8.202 2 0 12 0.003 5 -0.001 12

    min -1833.218 9 -52.49 3 -45.75 3 0 3 -0.002 10 -0.009 3M562A 1 max 788.541 1 -5.17 10 2.042 1 0 3 0.006 5 -0.002 12

    min -1800.075 3 -55.277 5 -31.274 9 0 12 -0.014 10 -0.026 32 max 791.375 1 -3.197 10 2.042 1 0 3 0.003 5 -0.002 12

    min -1796.233 3 -39.931 5 -27.38 9 0 12 -0.017 10 -0.025 33 max 794.209 1 -1.225 10 2.042 1 0 3 0.001 2 -0.001 1

    min -1792.392 3 -24.586 5 -23.486 9 0 12 -0.019 10 -0.024 34 max 797.043 1 0.748 10 2.042 1 0 3 0 2 0 1

    min -1788.55 3 -9.24 5 -19.592 9 0 12 -0.02 9 -0.025 35 max 799.877 1 8.071 3 2.042 1 0 3 0 2 0 1

    min -1784.708 3 0.755 12 -15.698 9 0 12 -0.022 9 -0.026 3

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 13

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)M584A 1 max 800.532 1 11.497 3 1.919 1 0 3 0 2 0 1

    min -1783.79 3 2.241 12 -14.6 9 0 12 -0.022 9 -0.026 32 max 801.982 1 18.832 3 1.919 1 0 3 0 2 0 1

    min -1781.824 3 3.766 12 -12.607 9 0 12 -0.022 10 -0.028 33 max 803.432 1 26.168 3 1.919 1 0 3 0.001 2 0 12

    min -1779.859 3 5.29 12 -10.615 9 0 12 -0.022 10 -0.029 34 max 804.882 1 33.504 3 1.919 1 0 3 0.002 2 -0.001 12

    min -1777.893 3 6.815 12 -8.623 9 0 12 -0.022 10 -0.03 35 max 806.332 1 41.198 5 1.919 1 0 3 0.003 5 -0.001 12

    min -1775.928 3 7.981 10 -6.631 9 0 12 -0.022 10 -0.032 3M180 1 max -452.039 1 21.086 5 16.715 3 0 12 0 12 0 12

    min -1774.653 11 0.463 10 -0.784 1 0 3 -0.028 3 -0.027 32 max -450.589 1 28.937 5 18.707 3 0 12 0 5 -0.001 12

    min -1775.275 11 1.473 10 -0.784 1 0 3 -0.027 10 -0.027 33 max -449.139 1 36.788 5 20.699 3 0 12 0.001 5 -0.001 12

    min -1775.898 11 2.482 10 -0.784 1 0 3 -0.026 10 -0.027 34 max -447.689 1 44.639 5 22.691 3 0 12 0.003 5 -0.001 12

    min -1776.521 11 3.491 10 -0.784 1 0 3 -0.025 10 -0.028 35 max -446.239 1 52.491 5 24.684 3 0 12 0.005 5 -0.002 12

    min -1777.143 11 4.5 10 -0.784 1 0 3 -0.024 10 -0.028 3M129 1 max -464.03 1 -8.527 12 1.002 5 0 12 0.003 5 -0.001 12

    min -1769.658 11 -44.109 3 -0.566 10 0 3 -0.028 10 -0.034 32 max -461.196 1 -5.546 12 4.796 3 0 12 0 6 -0.001 12

    min -1770.875 11 -29.771 3 -0.553 1 0 3 -0.029 9 -0.031 33 max -458.362 1 -2.566 12 8.69 3 0 12 0 12 0 12

    min -1772.092 11 -15.434 3 -0.553 1 0 3 -0.03 3 -0.029 34 max -455.528 1 2.052 5 12.584 3 0 12 0 12 0 12

    min -1773.309 11 -2.733 10 -0.553 1 0 3 -0.03 3 -0.027 35 max -452.694 1 17.398 5 16.478 3 0 12 0 12 0 12

    min -1774.526 11 -0.76 10 -0.553 1 0 3 -0.028 3 -0.027 3M222 1 max 657.583 4 91.848 3 15.748 1 0 10 0.001 12 0.013 5

    min -1731.578 11 12.182 12 -24.326 12 0 1 -0.048 3 0.003 102 max 657.735 4 90.524 3 15.748 1 0 10 0 12 0.008 5

    min -1731.627 11 11.607 12 -24.326 12 0 1 -0.042 3 0.002 103 max 657.888 4 89.199 3 15.748 1 0 10 -0.001 12 0.003 5

    min -1731.676 11 11.033 12 -24.326 12 0 1 -0.036 3 0 84 max 658.04 4 87.874 3 15.748 1 0 10 -0.002 12 0 1

    min -1731.724 11 10.458 12 -24.326 12 0 1 -0.03 3 -0.003 95 max 658.192 4 86.55 3 15.748 1 0 10 -0.002 12 -0.001 1

    min -1731.773 11 9.884 12 -24.326 12 0 1 -0.024 3 -0.007 5M101 1 max -275.992 2 -8.444 12 -0.469 2 0 5 0.018 3 0.004 10

    min -1696.977 9 -40.835 3 -29.783 10 0 10 0.004 12 -0.011 52 max -275.485 2 -9.593 12 -0.469 2 0 5 0.011 9 0.003 10

    min -1696.317 9 -43.484 3 -30.566 10 0 10 0.001 6 -0.008 53 max -274.978 2 -10.742 12 -0.469 2 0 5 0.003 9 0.002 10

    min -1695.658 9 -46.134 3 -31.35 10 0 10 -0.002 6 -0.005 54 max -274.471 2 -11.891 12 -0.469 2 0 5 -0.002 2 0.001 9

    min -1694.999 9 -48.783 3 -32.134 10 0 10 -0.006 4 -0.002 65 max -273.964 2 -13.04 12 -0.469 2 0 5 -0.004 2 0.003 3

    min -1694.34 9 -51.432 3 -32.917 10 0 10 -0.015 3 -0.002 12M181 1 max 334.277 4 0.443 1 16.155 5 0 12 0.026 4 0 12

    min -1626.444 11 -17.929 3 2.209 10 0 3 0 11 -0.03 32 max 335.211 4 0.443 1 24.006 5 0 12 0.026 4 0 12

    min -1627.067 11 -19.921 3 3.218 10 0 3 0 11 -0.028 3

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 14

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)3 max 336.145 4 0.443 1 31.857 5 0 12 0.026 3 0 12

    min -1627.689 11 -21.913 3 4.228 10 0 3 0.001 12 -0.026 34 max 337.08 4 0.443 1 39.708 5 0 12 0.026 3 0 6

    min -1628.312 11 -23.906 3 5.237 10 0 3 0.001 12 -0.024 95 max 338.014 4 0.443 1 47.56 5 0 12 0.027 3 0.002 5

    min -1628.935 11 -25.898 3 6.246 10 0 3 0.001 12 -0.023 10M137 1 max 326.579 4 1.05 8 -6.905 10 0 12 0.034 3 0.002 5

    min -1621.45 11 -1 5 -48.915 5 0 3 0.001 12 -0.028 102 max 328.405 4 0.674 1 -4.933 10 0 12 0.031 3 0 12

    min -1622.667 11 -4.457 3 -33.57 5 0 3 0.001 12 -0.029 33 max 330.231 4 0.674 1 -2.96 10 0 12 0.028 4 0 12

    min -1623.884 11 -8.351 3 -18.224 5 0 3 0 11 -0.031 34 max 332.057 4 0.674 1 -0.269 12 0 12 0.027 10 -0.001 12

    min -1625.101 11 -12.245 3 -3.597 3 0 3 -0.001 5 -0.031 35 max 333.883 4 0.674 1 12.467 5 0 12 0.026 4 0 12

    min -1626.318 11 -16.139 3 0.985 10 0 3 0 11 -0.03 3M22 1 max 50.312 2 43.361 3 10.417 7 0 3 0.005 10 0.017 3

    min -1553.747 9 7.131 12 -9.806 12 0 12 -0.006 7 0.003 12 max 50.819 2 40.711 3 7.687 7 0 3 0.005 10 0.012 3

    min -1553.087 9 5.982 12 -9.806 12 0 12 -0.003 2 0.001 13 max 51.326 2 38.062 3 4.957 7 0 3 0.006 9 0.007 9

    min -1552.428 9 4.833 12 -9.806 12 0 12 -0.001 2 -0.001 14 max 51.834 2 35.413 3 2.227 7 0 3 0.009 3 0.003 10

    min -1551.769 9 3.684 12 -10.515 10 0 12 0.001 2 -0.003 15 max 52.341 2 32.764 3 2.176 2 0 3 0.012 3 0.001 10

    min -1551.11 9 2.535 12 -11.298 10 0 12 0.001 12 -0.005 5M213 1 max 9.953 4 18.06 5 7.251 5 0 3 0.013 3 0.002 5

    min -1535.082 11 -41.962 10 2.969 10 0 1 0 12 -0.012 102 max 10.257 4 18.06 5 4.931 1 0 3 0.01 3 0.001 5

    min -1535.18 11 -41.179 10 1.958 4 0 1 0.001 12 -0.007 103 max 10.561 4 18.06 5 3.039 1 0 3 0.007 5 0.001 1

    min -1535.277 11 -40.395 10 0.81 3 0 1 0.002 10 -0.002 94 max 10.866 4 18.06 5 1.147 1 0 3 0.009 5 0.003 4

    min -1535.375 11 -39.611 10 -1.839 3 0 1 -0.003 10 -0.003 115 max 11.17 4 18.06 5 -0.485 12 0 3 0.011 5 0.007 4

    min -1535.473 11 -38.828 10 -4.488 3 0 1 -0.007 10 -0.005 11M212 1 max 819.803 1 189.082 4 15.723 3 0 3 -0.001 12 0.022 3

    min -1478.256 10 -14.918 11 5.776 12 0 1 -0.024 3 0 122 max 820.056 1 189.474 4 14.399 3 0 3 0 1 0.012 3

    min -1478.13 10 -14.918 11 5.201 12 0 1 -0.012 9 0 13 max 820.31 1 189.866 4 13.074 3 0 3 0.002 1 0.005 5

    min -1478.003 10 -14.918 11 4.627 12 0 1 -0.002 11 -0.001 104 max 820.563 1 190.258 4 11.749 3 0 3 0.011 4 0.006 5

    min -1477.876 10 -14.918 11 4.052 12 0 1 -0.002 11 -0.011 105 max 820.817 1 190.649 4 10.425 3 0 3 0.023 4 0.008 5

    min -1477.749 10 -14.918 11 3.478 12 0 1 -0.003 11 -0.022 10M211 1 max 1579.811 1 7.301 1 6.686 5 0 3 -0.001 12 0.006 3

    min -1473.374 10 -32.499 10 -3.936 10 0 1 -0.005 7 0 122 max 1580.318 1 7.301 1 4.16 1 0 3 -0.001 12 0.008 4

    min -1473.12 10 -31.715 10 -4.979 4 0 1 -0.008 3 0 113 max 1580.825 1 7.301 1 2.267 1 0 3 -0.001 2 0.011 10

    min -1472.867 10 -30.931 10 -6.547 3 0 1 -0.011 3 0 54 max 1581.332 1 7.301 1 0.551 12 0 3 0 2 0.014 10

    min -1472.613 10 -30.148 10 -9.197 3 0 1 -0.015 9 -0.001 5

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 15

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)5 max 1581.839 1 7.301 1 -0.598 12 0 3 0.001 2 0.017 10

    min -1472.36 10 -29.364 10 -11.846 3 0 1 -0.019 9 -0.002 5M293 1 max 160.704 1 75.707 3 47.911 3 0 3 -0.002 12 -0.001 1

    min -1463.399 11 5.182 12 2.742 12 0 1 -0.024 3 -0.007 52 max 160.958 1 74.382 3 47.519 3 0 3 -0.002 12 -0.002 1

    min -1463.448 11 4.607 12 2.742 12 0 1 -0.017 3 -0.008 33 max 161.211 1 73.058 3 47.127 3 0 3 -0.002 12 -0.003 1

    min -1463.497 11 4.033 12 2.742 12 0 1 -0.01 3 -0.01 34 max 161.465 1 71.733 3 46.735 3 0 3 0.001 1 -0.003 12

    min -1463.546 11 3.458 12 2.742 12 0 1 -0.004 9 -0.011 35 max 161.718 1 70.408 3 46.343 3 0 3 0.004 5 -0.003 12

    min -1463.594 11 2.883 12 2.742 12 0 1 -0.001 10 -0.013 3M210 1 max 2408.274 1 7.301 1 13.14 5 0 3 0.013 10 0.001 1

    min -1457.843 10 -37.134 10 3.281 10 0 1 -0.01 1 -0.012 92 max 2408.781 1 7.301 1 10.288 5 0 3 0.01 10 0.002 1

    min -1457.589 10 -36.35 10 2.335 10 0 1 -0.009 1 -0.007 103 max 2409.288 1 7.301 1 7.435 5 0 3 0.006 10 0.002 2

    min -1457.336 10 -35.566 10 1.388 10 0 1 -0.007 1 -0.003 104 max 2409.795 1 7.301 1 4.745 3 0 3 0.002 10 0.004 7

    min -1457.082 10 -34.783 10 0.28 12 0 1 -0.006 1 -0.001 125 max 2410.302 1 7.301 1 2.096 3 0 3 -0.001 12 0.006 3

    min -1456.829 10 -33.999 10 -0.869 12 0 1 -0.005 7 0 12M17 1 max 1741.326 4 3.455 4 5.595 11 0 3 0.004 11 0.004 7

    min -1418.493 11 -4.668 11 2.003 4 0 12 -0.008 4 0 122 max 1741.631 4 5.398 7 2.933 11 0 3 0.004 1 0.004 8

    min -1418.591 11 -4.668 11 0.73 7 0 12 -0.007 4 0.001 63 max 1741.935 4 9.038 7 1.12 12 0 3 0.004 1 0.004 9

    min -1418.689 11 -4.668 11 -1.162 7 0 12 -0.006 4 0.001 64 max 1742.239 4 12.678 7 -0.029 12 0 3 0.004 1 0.004 9

    min -1418.786 11 -4.668 11 -3.767 3 0 12 -0.006 4 0.001 25 max 1742.543 4 16.318 7 -1.114 10 0 3 0.004 1 0.004 1

    min -1418.884 11 -4.668 11 -6.481 5 0 12 -0.005 4 0 7M209 1 max 3333.787 1 57.515 10 5.105 12 0 10 0.004 5 0.017 10

    min -1418.737 10 -28.406 5 -1.482 2 0 1 -0.015 10 -0.012 52 max 3334.295 1 58.299 10 3.956 12 0 10 0.001 5 0.011 10

    min -1418.483 10 -28.406 5 -3.547 3 0 1 -0.008 10 -0.009 53 max 3334.802 1 59.082 10 2.807 12 0 10 -0.001 12 0.004 10

    min -1418.23 10 -28.406 5 -6.196 3 0 1 -0.005 1 -0.006 54 max 3335.309 1 59.866 10 1.658 12 0 10 0.005 10 0.001 1

    min -1417.976 10 -28.406 5 -8.845 3 0 1 -0.008 1 -0.005 95 max 3335.816 1 60.65 10 0.509 12 0 10 0.012 10 0.003 1

    min -1417.722 10 -28.406 5 -11.495 3 0 1 -0.012 1 -0.011 9M92 1 max 1613.133 4 76.596 4 -1.643 7 0 3 0 1 0.016 3

    min -1408.677 11 -2.421 11 -9.965 11 0 12 -0.017 3 0.002 122 max 1613.286 4 76.988 4 -2.589 7 0 3 0 1 0.012 3

    min -1408.726 11 -2.421 11 -11.297 11 0 12 -0.013 3 0.001 123 max 1613.438 4 77.379 4 -3.536 7 0 3 0 1 0.007 3

    min -1408.775 11 -2.421 11 -12.628 11 0 12 -0.01 3 0 124 max 1613.59 4 77.771 4 -4.445 4 0 3 0 1 0.006 5

    min -1408.823 11 -2.421 11 -13.96 11 0 12 -0.006 3 -0.004 105 max 1613.742 4 78.163 4 -5.012 4 0 3 0.002 10 0.005 5

    min -1408.872 11 -2.421 11 -15.291 11 0 12 -0.006 5 -0.009 10M21 1 max 314.67 2 59.974 3 54.438 9 0 3 0.003 1 0.003 2

    min -1393.203 9 4.835 12 -4.611 6 0 12 -0.002 10 -0.007 9

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 16

    Cesar Jimenez VHOJA : 17

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)2 max 315.177 2 57.325 3 53.654 9 0 3 0.013 3 0 2

    min -1392.543 9 3.686 12 -4.611 6 0 12 0 12 -0.006 113 max 315.684 2 54.675 3 52.87 9 0 3 0.025 3 0 10

    min -1391.884 9 2.537 12 -4.611 6 0 12 0.001 12 -0.008 54 max 316.191 2 52.026 3 52.087 9 0 3 0.037 3 0.002 10

    min -1391.225 9 1.388 12 -4.611 6 0 12 0.001 12 -0.01 55 max 316.698 2 49.377 3 51.303 9 0 3 0.048 3 0.003 10

    min -1390.566 9 0.239 12 -4.611 6 0 12 0.001 12 -0.013 5M192 1 max 1355.97 2 4.291 11 0.682 10 0 12 0.011 4 0.004 11

    min -1381.702 10 -49.274 4 -9.735 5 0 3 -0.003 11 -0.01 42 max 1356.223 2 4.291 11 0.209 10 0 12 0.008 4 0.003 11

    min -1381.576 10 -48.883 4 -11.161 5 0 3 -0.004 11 -0.007 43 max 1356.477 2 4.291 11 -0.264 10 0 12 0.006 10 0.002 11

    min -1381.449 10 -48.491 4 -12.587 5 0 3 -0.005 5 -0.005 44 max 1356.73 2 4.291 11 -0.737 10 0 12 0.004 10 0.001 11

    min -1381.322 10 -48.099 4 -14.013 5 0 3 -0.006 5 -0.002 45 max 1356.984 2 4.291 11 -1.21 10 0 12 0.002 10 0.001 3

    min -1381.195 10 -47.707 4 -15.439 5 0 3 -0.007 5 0 12M18 1 max 1738.92 4 -5.838 12 6.014 7 0 3 0.004 11 0.006 10

    min -1377.647 11 -51.705 3 -1.619 12 0 12 -0.008 4 -0.001 52 max 1739.072 4 -5.838 12 5.068 7 0 3 0.003 1 0.007 9

    min -1377.696 11 -51.313 3 -2.493 1 0 12 -0.01 4 0.001 63 max 1739.224 4 -5.838 12 4.121 7 0 3 0.002 1 0.01 3

    min -1377.745 11 -50.921 3 -3.44 1 0 12 -0.011 4 0.001 124 max 1739.376 4 -5.838 12 3.175 7 0 3 0.001 1 0.013 3

    min -1377.794 11 -50.53 3 -4.386 1 0 12 -0.014 3 0.001 125 max 1739.528 4 -5.838 12 2.229 7 0 3 0 1 0.016 3

    min -1377.843 11 -50.138 3 -5.332 1 0 12 -0.017 3 0.002 12M221 1 max 637.962 4 82.26 3 34.59 3 0 3 0.005 3 0.001 10

    min -1372.416 11 7.405 12 -10.637 12 0 1 0.001 1 -0.005 52 max 638.266 4 79.61 3 33.807 3 0 3 0.018 3 0 10

    min -1372.514 11 6.256 12 -10.637 12 0 1 0 12 -0.011 53 max 638.57 4 76.961 3 33.023 3 0 3 0.031 3 -0.001 10

    min -1372.612 11 5.107 12 -10.637 12 0 1 0 12 -0.017 54 max 638.874 4 74.312 3 32.239 3 0 3 0.044 3 -0.002 10

    min -1372.71 11 3.958 12 -10.637 12 0 1 -0.001 12 -0.023 55 max 639.178 4 71.662 3 31.456 3 0 3 0.056 3 -0.003 10

    min -1372.807 11 2.809 12 -10.637 12 0 1 -0.002 12 -0.028 5M16 1 max 1787.78 4 0.605 2 6.226 5 0 3 0.006 11 0.004 4

    min -1371.718 11 -14.461 8 1.581 10 0 12 -0.008 4 -0.002 112 max 1788.084 4 0.605 2 3.374 5 0 3 0.006 11 0.004 4

    min -1371.815 11 -10.821 8 0.635 10 0 12 -0.008 4 -0.001 113 max 1788.388 4 0.605 2 0.72 7 0 3 0.006 11 0.004 4

    min -1371.913 11 -7.181 8 -0.546 1 0 12 -0.008 4 0 114 max 1788.693 4 1.171 4 -0.751 4 0 3 0.005 11 0.005 7

    min -1372.011 11 -4.668 11 -2.837 11 0 12 -0.008 4 0 125 max 1788.997 4 1.955 4 -1.887 4 0 3 0.004 11 0.004 7

    min -1372.109 11 -4.668 11 -5.5 11 0 12 -0.008 4 0 12M114 1 max 1798.925 2 -0.712 12 6.095 3 0 12 0.001 10 0 10

    min -1368.232 10 -14.688 7 1.444 12 0 3 -0.003 5 -0.004 52 max 1799.432 2 -0.712 12 3.446 3 0 12 0.001 10 0.001 10

    min -1367.978 10 -11.048 7 0.295 12 0 3 -0.003 5 -0.003 53 max 1799.939 2 -0.548 10 0.797 3 0 12 0.001 10 0.001 8

    min -1367.724 10 -7.408 7 -1.565 1 0 3 -0.004 5 -0.003 5

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 17

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)4 max 1800.446 2 0.235 10 -0.781 4 0 12 0.001 10 0.001 8

    min -1367.471 10 -5.04 1 -3.457 1 0 3 -0.004 5 -0.002 55 max 1800.953 2 2.106 8 -1.859 10 0 12 0.001 10 0.001 8

    min -1367.217 10 -5.04 1 -5.795 5 0 3 -0.005 5 -0.002 5M563A 1 max 1176.737 1 -6.278 10 1.919 1 0 3 0.003 5 -0.001 12

    min -1361.576 3 -47.958 5 -5.131 9 0 12 -0.022 10 -0.032 32 max 1181.021 1 -3.296 10 2.027 4 0 3 0 2 0.001 1

    min -1355.769 3 -24.761 5 -0.298 8 0 12 -0.023 9 -0.028 33 max 1185.305 1 -0.314 10 7.913 4 0 3 -0.001 2 0.002 1

    min -1349.961 3 -1.565 5 0.608 11 0 12 -0.024 9 -0.027 34 max 1189.589 1 21.632 5 13.8 4 0 3 0 2 0.002 1

    min -1344.154 3 2.668 10 0.608 11 0 12 -0.022 9 -0.027 35 max 1193.873 1 44.829 5 19.686 4 0 3 0.003 5 0 12

    min -1338.347 3 5.65 10 0.608 11 0 12 -0.019 10 -0.028 3M399 1 max 4270.824 5 54.448 10 85.347 5 0 10 -0.002 12 0.029 10

    min -1347.516 10 -28.406 5 2.958 10 0 1 -0.035 3 -0.037 52 max 4270.8 5 54.839 10 83.921 5 0 10 -0.002 12 0.026 10

    min -1347.389 10 -28.406 5 2.485 10 0 1 -0.028 3 -0.031 53 max 4270.777 5 55.231 10 82.495 5 0 10 -0.001 6 0.023 10

    min -1347.262 10 -28.406 5 2.012 10 0 1 -0.023 9 -0.024 54 max 4270.753 5 55.623 10 81.069 5 0 10 0.001 5 0.02 10

    min -1347.135 10 -28.406 5 1.539 10 0 1 -0.019 10 -0.018 55 max 4270.729 5 56.015 10 79.643 5 0 10 0.004 5 0.017 10

    min -1347.009 10 -28.406 5 1.066 10 0 1 -0.015 10 -0.012 5M115 1 max 2413.199 5 2.519 10 0.129 12 0 12 0.001 10 0.001 8

    min -1325.312 10 -5.04 1 -3.235 3 0 3 -0.005 5 -0.002 52 max 2413.152 5 5.746 8 -1.02 12 0 12 0.001 10 0 8

    min -1325.059 10 -5.04 1 -5.884 3 0 3 -0.006 5 -0.002 53 max 2413.105 5 9.386 8 -2.169 12 0 12 0.001 10 0 1

    min -1324.805 10 -5.04 1 -8.533 3 0 3 -0.007 5 -0.002 54 max 2413.058 5 13.026 8 -3.318 12 0 12 0.001 10 -0.001 1

    min -1324.552 10 -5.04 1 -11.183 3 0 3 -0.009 5 -0.003 95 max 2413.011 5 16.666 8 -4.467 12 0 12 0.001 10 -0.001 1

    min -1324.298 10 -5.04 1 -13.832 3 0 3 -0.011 5 -0.005 9M227 1 max 235.107 7 -2.741 10 12.859 10 0 3 0.006 5 0.001 10

    min -1299.98 11 -50.673 5 -5.293 5 0 1 0 10 -0.005 12 max 239.39 7 0.241 10 18.746 10 0 3 0.003 3 0.003 3

    min -1301.82 11 -27.477 5 -5.293 5 0 1 0 12 -0.002 13 max 243.674 7 3.223 10 24.632 10 0 3 0.005 10 0.006 3

    min -1303.659 11 -4.28 5 -5.293 5 0 1 -0.002 5 -0.001 14 max 247.958 7 22.156 3 30.518 10 0 3 0.008 10 0.008 10

    min -1305.499 11 2.966 12 -5.293 5 0 1 -0.002 5 -0.001 15 max 252.242 7 43.829 3 36.404 10 0 3 0.014 3 0.011 10

    min -1307.339 11 7.471 12 -5.293 5 0 1 0.001 12 -0.005 5M100 1 max 1601.7 4 277.599 3 5.893 7 0 12 0.003 1 0.026 3

    min -1284.941 11 -4.148 12 0.041 12 0 3 -0.027 3 0.002 122 max 1601.852 4 277.991 3 4.946 7 0 12 0.004 1 0.01 3

    min -1284.99 11 -4.148 12 -0.533 12 0 3 -0.011 3 0.002 123 max 1602.004 4 278.383 3 4 7 0 12 0.008 10 0.009 5

    min -1285.038 11 -4.148 12 -1.783 11 0 3 -0.001 5 -0.011 104 max 1602.156 4 278.775 3 3.054 7 0 12 0.024 10 0.008 11

    min -1285.087 11 -4.148 12 -3.115 11 0 3 -0.001 5 -0.027 45 max 1602.308 4 279.167 3 2.108 7 0 12 0.039 10 0.008 11

    min -1285.136 11 -4.148 12 -4.446 11 0 3 -0.001 5 -0.043 4

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 18

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)M116 1 max 3265.584 5 10.134 1 14.328 5 0 12 -0.003 12 0.003 10

    min -1265.111 10 -41.289 10 6.755 10 0 3 -0.01 3 -0.006 52 max 3265.537 5 10.134 1 11.476 5 0 12 -0.002 12 0.008 10

    min -1264.858 10 -40.505 10 4.964 2 0 3 -0.013 3 -0.005 53 max 3265.49 5 10.134 1 8.624 5 0 12 -0.002 12 0.014 10

    min -1264.604 10 -39.722 10 3.072 2 0 3 -0.016 3 -0.004 54 max 3265.443 5 10.134 1 5.772 5 0 12 -0.001 12 0.019 10

    min -1264.351 10 -38.938 10 1.179 2 0 3 -0.019 3 -0.004 55 max 3265.396 5 10.134 1 3.358 4 0 12 -0.001 12 0.023 10

    min -1264.097 10 -38.154 10 -0.713 2 0 3 -0.023 3 -0.004 5M117 1 max 4225.94 5 10.134 1 0.732 10 0 12 -0.001 12 0.023 10

    min -1258.125 10 -36.654 10 -69.436 5 0 3 -0.022 3 -0.004 52 max 4225.916 5 10.134 1 0.258 10 0 12 -0.003 12 0.026 10

    min -1257.999 10 -36.262 10 -70.862 5 0 3 -0.026 3 -0.008 53 max 4225.893 5 10.134 1 -0.215 10 0 12 -0.005 12 0.028 10

    min -1257.872 10 -35.871 10 -72.288 5 0 3 -0.03 3 -0.013 54 max 4225.869 5 10.134 1 -0.688 10 0 12 -0.008 12 0.03 10

    min -1257.745 10 -35.479 10 -73.714 5 0 3 -0.034 3 -0.017 55 max 4225.846 5 10.134 1 -1.161 10 0 12 -0.009 2 0.032 10

    min -1257.618 10 -35.087 10 -75.141 5 0 3 -0.037 3 -0.022 5M119 1 max 172.051 2 -4.729 12 -8.202 2 0 12 0.003 5 -0.001 12

    min -1256.706 9 -58.276 3 -47.25 3 0 3 -0.002 10 -0.009 32 max 172.304 2 -5.303 12 -8.202 2 0 12 0.001 2 -0.001 2

    min -1256.376 9 -59.601 3 -47.642 3 0 3 -0.006 9 -0.008 93 max 172.558 2 -5.878 12 -8.202 2 0 12 0 2 0 2

    min -1256.047 9 -60.925 3 -48.034 3 0 3 -0.011 9 -0.008 94 max 172.812 2 -6.452 12 -8.202 2 0 12 -0.002 2 0.001 2

    min -1255.717 9 -62.25 3 -48.426 3 0 3 -0.017 3 -0.008 95 max 173.065 2 -7.027 12 -8.202 2 0 12 -0.004 2 0.002 2

    min -1255.387 9 -63.575 3 -48.818 3 0 3 -0.024 3 -0.008 9M398 1 max 1094.651 7 20.529 11 -0.967 4 0 12 0.039 10 0.008 11

    min -1256.009 11 -238.891 4 -9.895 11 0 3 -0.001 5 -0.043 42 max 1094.904 7 20.529 11 -1.535 4 0 12 0.025 10 0.007 11

    min -1256.058 11 -238.499 4 -11.227 11 0 3 0 5 -0.029 43 max 1095.158 7 20.529 11 -2.102 4 0 12 0.011 10 0.005 11

    min -1256.106 11 -238.108 4 -12.558 11 0 3 0 5 -0.016 44 max 1095.411 7 20.529 11 -2.67 4 0 12 0.003 1 0.003 1

    min -1256.155 11 -237.716 4 -13.89 11 0 3 -0.002 4 -0.002 75 max 1095.665 7 20.529 11 -3.238 4 0 12 0.002 1 0.012 10

    min -1256.204 11 -237.324 4 -15.221 11 0 3 -0.016 4 0 5M15 1 max 1885.594 4 18.632 11 5.181 11 0 3 0.012 10 0.005 11

    min -1247.837 11 -49.604 4 2.354 4 0 12 -0.001 5 -0.016 42 max 1885.898 4 18.632 11 2.518 11 0 3 0.007 10 0.003 1

    min -1247.935 11 -48.821 4 1.218 4 0 12 0.001 2 -0.011 43 max 1886.202 4 18.632 11 0.862 12 0 3 0.005 1 0.003 1

    min -1248.033 11 -48.037 4 -0.924 3 0 12 0 7 -0.005 44 max 1886.506 4 18.632 11 -0.287 12 0 3 0.006 11 0.002 1

    min -1248.131 11 -47.253 4 -3.573 3 0 12 -0.004 4 -0.001 115 max 1886.81 4 18.632 11 -1.373 10 0 3 0.007 11 0.006 4

    min -1248.228 11 -46.47 4 -6.286 5 0 12 -0.01 4 -0.004 11M128 1 max 123.24 1 -7.733 10 1.002 5 0 12 0.002 5 0 12

    min -1226.716 11 -44.698 5 -25.611 10 0 3 -0.021 10 -0.029 32 max 127.524 1 -3.469 12 1.002 5 0 12 0 12 0 12

    min -1228.556 11 -22.783 3 -19.725 10 0 3 -0.026 3 -0.027 3

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 19

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)3 max 131.808 1 2.185 1 1.002 5 0 12 -0.001 12 0.001 1

    min -1230.396 11 -1.769 10 -13.839 10 0 3 -0.029 3 -0.028 34 max 136.092 1 24.892 5 1.002 5 0 12 0 12 0 12

    min -1232.235 11 1.213 10 -7.953 10 0 3 -0.029 3 -0.03 35 max 140.376 1 48.089 5 1.002 5 0 12 0.003 5 -0.001 12

    min -1234.075 11 4.195 10 -2.067 10 0 3 -0.028 10 -0.034 3M235 1 max 901.288 4 3.298 5 -8.24 10 0 3 0.004 5 0.007 3

    min -1203.138 11 -12.286 10 -52.703 5 0 1 -0.001 10 0 122 max 904.049 4 3.298 5 -4.894 12 0 3 0.001 1 0.004 3

    min -1204.977 11 -18.172 10 -29.87 3 0 1 -0.004 3 0 123 max 906.809 4 3.298 5 -0.388 12 0 3 0 12 0.004 10

    min -1206.817 11 -24.058 10 -8.197 3 0 1 -0.008 3 -0.001 54 max 909.57 4 3.298 5 16.887 5 0 3 0.001 1 0.007 10

    min -1208.657 11 -29.944 10 0.706 10 0 1 -0.01 3 -0.001 55 max 912.33 4 3.298 5 40.084 5 0 3 0.003 1 0.013 3

    min -1210.496 11 -35.83 10 3.688 10 0 1 -0.013 10 0 12M193 1 max 1023.984 4 -11.729 12 35.424 10 0 12 -0.004 2 0.002 2

    min -1135.387 11 -74.417 3 -20.046 5 0 3 -0.024 3 -0.008 92 max 1024.136 4 -12.304 12 35.032 10 0 12 -0.006 12 0.003 2

    min -1135.436 11 -75.742 3 -20.046 5 0 3 -0.027 3 -0.003 113 max 1024.288 4 -12.878 12 34.641 10 0 12 -0.007 12 0.005 3

    min -1135.485 11 -77.067 3 -20.046 5 0 3 -0.03 3 -0.002 124 max 1024.44 4 -13.453 12 34.249 10 0 12 -0.008 12 0.011 3

    min -1135.534 11 -78.391 3 -20.046 5 0 3 -0.033 3 -0.002 125 max 1024.592 4 -14.027 12 33.857 10 0 12 -0.009 12 0.017 3

    min -1135.583 11 -79.716 3 -20.046 5 0 3 -0.037 3 -0.001 12M110 1 max 1200.43 7 13.67 9 9.987 3 0 12 0.002 1 0.011 9

    min -1056.544 11 -8.912 7 1.599 12 0 3 -0.016 10 0 22 max 1200.937 7 14.453 9 7.338 3 0 12 0.002 1 0.01 9

    min -1056.641 11 -5.272 7 -0.093 1 0 3 -0.014 10 0 23 max 1201.444 7 15.237 9 4.689 3 0 12 0.002 1 0.009 9

    min -1056.739 11 -1.867 2 -1.986 1 0 3 -0.012 4 0.001 64 max 1201.951 7 16.021 9 3.381 4 0 12 0.002 11 0.008 9

    min -1056.837 11 -1.867 2 -3.878 1 0 3 -0.01 4 0.001 65 max 1202.458 7 16.804 9 2.413 10 0 12 0.002 11 0.006 4

    min -1056.935 11 -1.867 2 -6.02 5 0 3 -0.008 4 0 11M93 1 max 2066.267 7 18.632 11 2.803 4 0 3 0.024 4 0.01 11

    min -1042.95 11 -52.672 4 -4.405 11 0 12 -0.004 11 -0.029 42 max 2066.52 7 18.632 11 2.235 4 0 3 0.021 4 0.009 11

    min -1042.999 11 -52.28 4 -5.737 11 0 12 -0.003 11 -0.026 43 max 2066.774 7 18.632 11 1.667 4 0 3 0.018 4 0.008 11

    min -1043.048 11 -51.888 4 -7.068 11 0 12 -0.002 11 -0.023 44 max 2067.027 7 18.632 11 1.107 10 0 3 0.015 4 0.006 11

    min -1043.097 11 -51.496 4 -8.407 5 0 12 -0.002 11 -0.019 45 max 2067.281 7 18.632 11 0.634 10 0 3 0.012 10 0.005 11

    min -1043.146 11 -51.105 4 -9.833 5 0 12 -0.001 5 -0.016 4M14 1 max 1942.981 7 260.604 4 16.699 3 0 3 0.002 1 0.031 3

    min -1025.378 11 -25.635 11 4.84 12 0 12 -0.039 3 0.001 122 max 1943.235 7 260.996 4 15.375 3 0 3 0.002 1 0.018 9

    min -1025.427 11 -25.635 11 4.265 12 0 12 -0.024 3 0.002 63 max 1943.488 7 261.388 4 14.05 3 0 3 0.002 1 0.007 11

    min -1025.475 11 -25.635 11 3.691 12 0 12 -0.009 3 0 44 max 1943.742 7 261.78 4 12.725 3 0 3 0.008 10 0.009 11

    min -1025.524 11 -25.635 11 3.116 12 0 12 -0.003 5 -0.014 4

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 20

    Cesar Jimenez VHOJA : 18

  • Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)5 max 1943.995 7 262.172 4 11.401 3 0 3 0.024 4 0.01 11

    min -1025.573 11 -25.635 11 2.542 12 0 12 -0.004 11 -0.029 4M28 1 max 1487.381 1 -4.715 10 21.186 4 0 3 0.003 5 0 12

    min -1010.176 3 -50.011 5 0.608 11 0 12 -0.019 10 -0.028 32 max 1491.072 1 -2.146 10 26.257 4 0 3 0 2 0.002 1

    min -1005.173 3 -30.026 5 0.608 11 0 12 -0.018 9 -0.023 33 max 1494.763 1 0.423 10 31.328 4 0 3 -0.001 12 0.003 1

    min -1000.169 3 -10.042 5 0.608 11 0 12 -0.016 3 -0.018 34 max 1498.454 1 10.989 3 36.399 4 0 3 -0.001 12 0.004 1

    min -995.166 3 1.946 12 0.608 11 0 12 -0.013 3 -0.015 35 max 1502.144 1 29.928 5 41.471 4 0 3 0.001 6 0.002 1

    min -990.163 3 5.562 10 0.608 11 0 12 -0.008 9 -0.013 3M120 1 max 893.845 4 -5.283 12 -10.332 12 0 12 0.054 3 0.002 10

    min -997.347 11 -65.746 3 -38.939 3 0 3 0.008 12 -0.013 52 max 894.15 4 -6.432 12 -10.332 12 0 12 0.042 3 0.002 10

    min -997.445 11 -68.395 3 -39.723 3 0 3 0.006 12 -0.011 53 max 894.454 4 -7.581 12 -10.332 12 0 12 0.029 3 0.002 10

    min -997.543 11 -71.045 3 -40.506 3 0 3 0.004 12 -0.008 54 max 894.758 4 -8.73 12 -10.332 12 0 12 0.016 3 0.002 10

    min -997.641 11 -73.694 3 -41.29 3 0 3 0.002 12 -0.005 55 max 895.062 4 -9.879 12 -10.332 12 0 12 0.003 9 0.002 10

    min -997.738 11 -76.343 3 -42.073 3 0 3 -0.001 2 -0.002 1M83 1 max 1502.8 1 33.616 5 42.305 10 0 3 0.001 6 0.002 1

    min -989.245 3 6.785 10 -0.89 5 0 12 -0.008 9 -0.013 32 max 1503.393 1 36.828 5 43.12 10 0 3 0.001 6 0.002 1

    min -988.441 3 7.198 10 -0.89 5 0 12 -0.007 9 -0.013 33 max 1503.986 1 40.04 5 43.935 10 0 3 0.001 6 0.002 1

    min -987.637 3 7.611 10 -0.89 5 0 12 -0.006 9 -0.013 34 max 1504.58 1 43.252 5 44.75 10 0 3 0.002 2 0.001 12

    min -986.833 3 8.024 10 -0.89 5 0 12 -0.004 9 -0.013 35 max 1505.173 1 46.464 5 45.565 10 0 3 0.002 2 0.001 12

    min -986.029 3 8.437 10 -0.89 5 0 12 -0.003 9 -0.013 3M127 1 max 626.58 1 -6.08 10 0.814 5 0 12 0.001 6 0 12

    min -887.477 9 -44.199 5 -51.981 10 0 3 -0.003 9 -0.01 32 max 630.27 1 -3.511 10 0.814 5 0 12 0 12 0.001 1

    min -884.164 9 -24.214 5 -46.909 10 0 3 -0.011 3 -0.012 33 max 633.961 1 -0.702 12 0.814 5 0 12 -0.001 12 0.002 1

    min -880.851 9 -4.469 3 -41.838 10 0 3 -0.017 3 -0.015 34 max 637.652 1 15.755 5 0.814 5 0 12 -0.001 12 0.001 1

    min -877.537 9 1.628 10 -36.767 10 0 3 -0.02 3 -0.019 35 max 641.342 1 35.74 5 0.814 5 0 12 0 12 0 12

    min -874.224 9 4.197 10 -31.696 10 0 3 -0.021 3 -0.024 3M182 1 max 641.998 1 39.428 5 1.002 5 0 12 0 12 0 12

    min -873.371 9 5.42 10 -30.371 10 0 3 -0.021 3 -0.024 32 max 642.591 1 42.64 5 1.002 5 0 12 0 6 0 12

    min -872.839 9 5.833 10 -29.556 10 0 3 -0.021 9 -0.026 33 max 643.184 1 45.852 5 1.002 5 0 12 0 6 0 12

    min -872.306 9 6.246 10 -28.741 10 0 3 -0.021 9 -0.027 34 max 643.778 1 49.064 5 1.002 5 0 12 0.001 5 0 12

    min -871.774 9 6.659 10 -27.926 10 0 3 -0.021 10 -0.028 35 max 644.371 1 52.275 5 1.002 5 0 12 0.002 5 0 12

    min -871.241 9 7.072 10 -27.111 10 0 3 -0.021 10 -0.029 3M291 1 max 664.913 1 18.06 5 0.66 4 0 3 0.023 4 0.008 5

    min -868.538 11 -45.03 10 -2.302 11 0 1 -0.003 11 -0.022 10

    RISA-3D Version 4 [G:\OF1702\CT-10.r3d] Page 21

    Company : FFE Minerals May 25, 2004Designer :

    OF1702-Correa CT-10Job Number : Checked By:_____

    Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc

    (Kg) (Kg) (Kg) (MT-m) (MT-m) (MT-m)2 max 665.166 1 18.06 5 0.092 4 0 3 0.02 4 0.006 5

    min -868.587 11 -44.638 10 -3.634 11 0 1 -0.002 11 -0.019 103 max 665.42 1 18.06 5 -0.476 4 0 3 0.018 3 0.005 5

    min -868.636 11 -44.246 10 -4.965 11 0 1 -0.001 12 -0.017 104 max 665.673 1 18.06 5 -1.043 4 0 3 0.015 3 0.004 5

    min -868.685 11 -43.854 10 -6.296 11 0 1 -0.001 12 -0.014 105 max 665.927 1 18.06 5 -1.611 4 0 3 0.013 3 0.002 5

    min -868.734 11 -43.463 10 -7.628 11 0 1 0 12 -0.012 10M13 1 max 2194.699 7 5.105 2 4.604 11 0 3 0.002 1 0.011 3

    min -823.749 12 -33.464 10 -5.543 4 0 12 -0.015 3 0.001 122 max 2195.207 7 5.105 2 2.097 1 0 3 0.002 1 0.014 3

    min -824.252 12 -32.68 10 -6.678 4 0 12 -0.018 3 0.001 123 max 2195.714 7 5.105 2 0.604 12 0 3 0.002 1 0.016 9

    min -824.756 12 -31.896 10 -9.14 3 0 12 -0.022 3 0.001 24 max 2196.221 7 5.105 2 -0.545 12 0 3 0.003 1 0.018 9

    min -825.259 12 -31.113 10 -11.789 3 0 12 -0.027 3 0 25 max 2196.728 7 5.224 7 -1.694 12