Memoria Estruc CT-09

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  • Diseado por : Csar Jimnez V.Fecha :

    A CJV

    FFE Minerals

    Rev Descripcin Por

    PROYECTO : CINTAS COEMIN

    Correa CT- 09

    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-9 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-9 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-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    3.- Diseo

    3.1.- Caractersticas Correa

    Caractersticas de Correa : Correa CT-9

    Ancho : 30"Capacidad : 350 ton/hLargo hor. : 29,8 mInclinacin : 20velocidad : 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-9 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

    98,0

    51,451,4

    118,0

    0,0

    25,0

    5,9

    22,0

    50,0

    98,0

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    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    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

    Viento

    kg/m 16,8 kg/m

    A = m2

    kg/m 16,8 kg/m

    46,823,5

    58,2

    22,4

    22,4

    350

    52,5

    40,9

    0,14

    52,5

    40,9

  • Proyecto : Cintas Coemin Hoja : 6 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    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 = 4T = 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

    Operacin

    2x kg2x kg

    40,7

    25,8 25,8

    1083,003143,00

    40,7

  • Proyecto : Cintas Coemin Hoja : 7 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    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. = 0,901 < 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. = 1,023 < 1,33 ok!

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

    5

    7,48

    1482,9165 1518,00

    12,7 3866 609,7895

    63419,8 9620 1517,35

    8

    98,21

    65

    940,63100 1518,00

    100

    155130,6 1275119,6 21222 1368,281925

    822,11

    128,0

    128,6

  • Proyecto : Cintas Coemin Hoja : 8 de

    Materia : Correa CT-9 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. = 0,489 < 1,33 ok!

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

    5

    131,50

    128,6 619,9765 1518,00

    12,7 2142 337,851670

    63419,8 1921 303,00

    65

  • Proyecto : Cintas Coemin Hoja : 9 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    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 UPN2001,06

    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

    1.674

    1091,99 7,27633,04 98,47

    208.57117.092

    234

  • Proyecto : Cintas Coemin Hoja : 10 de

    Materia : Correa CT-9 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. = 0,075 < 1,33 ok!

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

    Cueda Cepa Superior

    Clasificacin de la seccin

    10

    UPN300x x 300

    Compresion16

    P = kg

    100

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

    2 fc = kg/cm2

    Perfil : UPN300A = 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 = 23,6 < 36,98

    Q = 1

    Factor de Utilizacin

    F.U.= < 1,33 Usar UPN300

    5

    133,61

    1300128,0 605,78

    50 1518,00

    45,219,73 210 43,75

    50

    48015,1 217

    34.010

    5.880535.000

    578,40

    67.80014.790117,0 676,3329,0

    80.300.0004.950.000

    126,41 128,0

    0,86

  • Proyecto : Cintas Coemin Hoja : 11 de

    Materia : Correa CT-9 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. = 0,729 < 1,33 ok!

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

    Cueda Cepa Inferior

    Clasificacin de la seccin

    8,5

    UPN200x x 200

    Compresion11,5

    P = kg

    75

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

    2 fc = kg/cm2

    Perfil : UPN200A = 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 = 18,1 < 36,98

    Q = 1

    Factor de Utilizacin

    F.U.= < 1,33 Usar UPN2000,73

    1.480.000

    118,44 128,0

    65

    63419,8 3672 579,1812,7 2563 404,261450

    128,6 794,4065 1518,005

    114,17

    550,93

    3.220

    755,7121,477,0

    19.100.000

    191.00027.0009.120

    17.740

  • Proyecto : Cintas Coemin Hoja : 12 de

    Materia : Correa CT-9 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

    5

    111,02

    1410128,6 823,46

    65 1518,00

    19,8 3115 491,3212,7 1757 277,13

    65

    634

  • Proyecto : Cintas Coemin Hoja : 13 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Columna Torre Central

    10,7

    7,1 300

    150

    PropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2

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

    h t y A11 150 5 1.60511 150 295 1.605

    10,7 279 7 150 1.978

    5.1887,1

    300 A = cm2

    y = cm Fy = 36 ksiI = cm4

    Sx = cm3 Sy = cm3

    150 rx = cmry = cm

    (b/t) = 7,0093 < 65/raiz(Fy) = 10,83 Seccin Compacta(d/t) = 39,239 < 640/raiz(Fy) = 106,7(h/t) = 42,254 < 760/raiz(Fy) = 126,7

    Tensiones de Trabajo

    Corte Flexin Compresin

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

    Tensiones Admisibles

    Corte(h/t) = 42,25 < 380/raiz(Fy) 63,33

    Fv = kg/cm2

    Flexin

    Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 74,8 in = 190,0 cm

    Lm = 240 cm > 190,0 cm Fmx = kg/cm2 Fmy = kg/cm2

    Compresin

    Fc = kg/cm2

    F.U. = 0,746 < 1,33 ok! Usar IPE200

    1897,5

    1152,00

    768,05141,61

    1012,00

    1518

    12,423,41

    0,75 7,05

    15,07999,0

    533,3 28,5

    12.825.041 778.209 183.896.178

    51,9

    15.313 472.913 139.343.88912.794.415 296.709 44.506.350

    I Ay Ay2

    15.313 8.587 45.939

    0,04 0,040,02

    39,85

  • Proyecto : Cintas Coemin Hoja : 14 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal y Montante Torre Central

    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. = 2,841 > 1,33 Cambiar Seccin

    b/e = 11 < 12,67 Q = 1 Usar L65x65x5

    Puntal Principal Torre Central

    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. = 2,557 > 1,33 Cambiar Seccin

    b/e = 11 < 12,67 Q = 1 Usar L65x65x5

    5

    204,72

    2600128,0 258,01

    65 1518,00

    19,8 4647 732,9712,7 4144 653,63

    65

    634

    65

    63419,8 9670 1525,2412,7 484 76,341710

    128,0 596,4765 1518,005

    134,65

  • Proyecto : Cintas Coemin Hoja : 15 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Columna Torre Inicial

    8,5

    5,6 200

    100

    PropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2

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

    h t y A9 100 4 8509 100 196 850

    8,5 183 6 100 1.025

    2.7255,6

    200 A = cm2

    y = cm Fy = 36 ksiI = cm4

    Sx = cm3 Sy = cm3

    100 rx = cmry = cm

    (b/t) = 5,8824 < 65/raiz(Fy) = 10,83 Seccin Compacta(d/t) = 32,679 < 640/raiz(Fy) = 106,7(h/t) = 35,714 < 760/raiz(Fy) = 126,7

    Tensiones de Trabajo

    Corte Flexin Compresin

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

    Tensiones Admisibles

    Corte(h/t) = 35,71 < 380/raiz(Fy) 63,33

    Fv = kg/cm2

    Flexin

    Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 49,87 in = 126,7 cm

    Lm = 240 cm > 126,7 cm Fmx = kg/cm2 Fmy = kg/cm2

    Compresin

    Fc = kg/cm2

    F.U. = 0,937 < 1,33 ok! Usar IPE200

    1897,5

    433,88

    394,1636,60

    1012,00

    1518

    8,232,28

    0,71 14,71

    10,01845,6

    184,6 28,5

    2.870.196 272.480 42.833.706

    27,2

    5.118 166.388 32.570.3532.859.961 102.480 10.248.000

    I Ay Ay2

    5.118 3.613 15.353

    0,03 0,010,01

    10,74

  • Proyecto : Cintas Coemin Hoja : 16 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal y Montante Torre Inicial

    Probar L100x100x6

    6

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L100x100x6A = 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. = 0,488 < 1,33 ok!

    b/e = 14,7 > 12,67 Q = 0,95 Usar L100x100x6

    Columna Caja Escalera Torre Inicial

    8,5

    5,6 200

    100

    PropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2

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

    h t y A9 100 4 8509 100 196 850

    8,5 183 6 100 1.025

    2.7255,6

    200 A = cm2

    y = cm Fy = 36 ksiI = cm4

    Sx = cm3 Sy = cm3

    100 rx = cmry = cm

    6

    131,31

    2600131,6 627,12

    100 1518,00

    30,7 3610 306,1919,8 3538 300,08

    100

    1179

    0,90 0,010,250,39

    I Ay Ay2

    5.118 3.613 15.3535.118 166.388 32.570.353

    2.859.961 102.480 10.248.000

    2.870.196 272.480 42.833.706

    27,210,0

    1845,6184,6 28,5

    8,232,28

  • Proyecto : Cintas Coemin Hoja : 17 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    (b/t) = 5,8824 < 65/raiz(Fy) = 10,83 Seccin Compacta(d/t) = 32,679 < 640/raiz(Fy) = 106,7(h/t) = 35,714 < 760/raiz(Fy) = 126,7

    Tensiones de Trabajo

    Corte Flexin Compresin

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

    Tensiones Admisibles

    Corte(h/t) = 35,71 < 380/raiz(Fy) 63,33

    Fv = kg/cm2

    Flexin

    Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 49,87 in = 126,7 cm

    Lm = 390 cm > 126,7 cm Fmx = kg/cm2 Fmy = kg/cm2

    Compresin

    Fc = kg/cm2

    F.U. = 0,588 < 1,33 ok! Usar IPE200

    Diagonal Caja Escalera

    Probar L100x100x6

    6

    Acero : ASTM A 36 Fy = 2530 kg/cm2

    Perfil : L100x100x6A = 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. = 0,201 < 1,33 ok!

    b/e = 14,7 > 12,67 Q = 0,95 Usar L100x100x6

    22,32 488,72 14,2431,96

    1012,00

    919,5 1897,5

    359,25

    100

    117930,7 1962 166,4119,8 1314 111,452150

    131,6 828,59100 1518,00

    6

    108,59

  • Proyecto : Cintas Coemin Hoja : 18 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Viga Superior Torre Inicial

    8,5

    5,6 200

    100

    PropiedadesAcero : ASTM A 36 Fy = 2530 kg/cm

    2

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

    h t y A9 100 4 8509 100 196 850

    8,5 183 6 100 1.025

    2.7255,6

    200 A = cm2

    y = cm Fy = 36 ksiI = cm4

    Sx = cm3 Sy = cm3

    100 rx = cmry = cm

    (b/t) = 5,8824 < 65/raiz(Fy) = 10,83 Seccin Compacta(d/t) = 32,679 < 640/raiz(Fy) = 106,7(h/t) = 35,714 < 760/raiz(Fy) = 126,7

    Tensiones de Trabajo

    Corte Flexin Compresin

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

    Tensiones Admisibles

    Corte(h/t) = 35,71 < 380/raiz(Fy) 63,33

    Fv = kg/cm2

    Flexin

    Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 49,87 in = 126,7 cm

    Lm = 151,5 cm > 126,7 cm Fmx = kg/cm2 Fmy = kg/cm2

    Compresin

    Fc = kg/cm2

    F.U. = 0,661 < 1,33 ok! Usar IPE200

    1897,5

    1181,25

    16,510,00

    1012,00

    1669,8

    8,232,28

    119,64 1079,64

    10,01845,6

    184,6 28,5

    2.870.196 272.480 42.833.706

    27,2

    5.118 166.388 32.570.3532.859.961 102.480 10.248.000

    I Ay Ay2

    5.118 3.613 15.353

    1,99 0,001,340,45

  • Proyecto : Cintas Coemin Hoja : 19 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Diagonal Superior Torre Inicial

    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. = 0,34 < 1,33 ok!

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

    7.- Diseo Placas Base

    Torre Inicial

    IPE 200 h = mm Q = kgb = mm P = kgtf = mm T = kg

    tw = mm

    240m = 25 mmn = 80 mm

    4 3/4" n' = 46 mm

    Tensin de Contactop = kg/cm2

    Espesor de Placa Base

    Verificacin Pernos de Anclaje M = kg-cm e >= cm

    Ac = 1,95 cm2 T = kg-cm e >= cm

    At = 2,85 cm2

    PL 16 mmfv = kg/cm

    2 Fv = kg/cm2 ok!

    f t = kg/cm2 Ft = kg/cm

    2 ok!

    838,06 1,409781

    589,00 1,181879

    8,5 109625,6

    26,19

    200 2615240 100 15085

    5

    104,33

    1325128,6 883,41

    65 1518,00

    19,8 1902 300,0012,7 2007 316,56

    65

    634

    335,53 1349 961.58 2024

  • Proyecto : Cintas Coemin Hoja : 20 de

    Materia : Correa CT-9 Fecha : Mar. 2004Diseo : C.J.V.

    FFE Minerals

    Torre Central

    IPE 300 h = mm Q = kgb = mm P = kgtf = mm T = kg

    tw = mm

    250m = 17,5 mmn = 65 mm

    4 3/4" n' = 69,6 mm

    Tensin de Contactop = kg/cm2

    Espesor de Placa Base

    M = kg-cm e >= cm

    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 Se acepta !

    300 3128320 150 33889

    975,00 1,520609

    239307,1

    463,00 1,047866

    10,7

    42,36

    401,36 13492099,12 2024

  • FFE Minerals

    OF1702-Correa CT-10

    modelo Correa CT-09

    June 13, 2004CT-09_sin_fund.r3d

    YX

    Z

    Solution: Envelope

    Cesar Jimenez VHOJA : 20A

  • Company : FFE Minerals May 23, 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)M221 1 max 12751.03 3 442.39 3 385.811 11 0 14 0.01 14 0.118 5

    min -370.45 14 -27.794 14 -24.664 2 -0.001 3 -0.308 3 -0.117 112 max 12751.97 3 439.813 3 385.027 11 0 14 0.009 14 0.084 5

    min -369.379 14 -28.447 14 -24.664 2 -0.001 3 -0.216 3 -0.087 113 max 12752.91 3 437.235 3 384.244 11 0 14 0.008 14 0.05 5

    min -368.307 14 -29.099 14 -24.664 2 -0.001 3 -0.125 3 -0.058 114 max 12753.85 3 434.658 3 383.46 11 0 14 0.006 14 0.017 5

    min -367.236 14 -29.751 14 -24.664 2 -0.001 3 -0.034 3 -0.029 115 max 12754.78 3 432.081 3 382.677 11 0 14 0.057 3 0.008 14

    min -366.164 14 -30.404 14 -24.664 2 -0.001 3 0.004 14 -0.024 3M222 1 max 11444.78 3 89.819 3 483.644 9 0 14 -0.003 14 0.026 2

    min -160.085 14 3.998 14 9.172 2 -0.002 3 -0.091 3 -0.01 112 max 11445.25 3 88.53 3 483.252 9 0 14 0 14 0.044 3

    min -159.549 14 3.672 14 9.172 2 -0.002 3 -0.059 3 -0.005 143 max 11445.72 3 87.242 3 482.861 9 0 14 0.003 14 0.065 3

    min -159.013 14 3.345 14 9.172 2 -0.002 3 -0.028 3 -0.003 144 max 11446.19 3 85.953 3 482.469 9 0 14 0.026 11 0.087 3

    min -158.478 14 3.019 14 9.172 2 -0.002 3 -0.018 5 -0.001 145 max 11446.66 3 84.664 3 482.077 9 0 14 0.055 11 0.108 3

    min -157.942 14 2.693 14 9.172 2 -0.002 3 -0.015 2 0.001 14M293 1 max 10231.94 3 64.542 3 10.562 6 0.001 3 0.048 11 0.088 3

    min -260.936 14 2.5 14 -147.11 9 0 14 -0.012 2 0.003 142 max 10232.41 3 63.253 3 10.562 6 0.001 3 0.043 11 0.077 3

    min -260.401 14 2.174 14 -147.502 9 0 14 -0.01 2 0.003 143 max 10232.88 3 61.964 3 10.562 6 0.001 3 0.038 11 0.066 3

    min -259.865 14 1.848 14 -147.894 9 0 14 -0.009 2 0.002 144 max 10233.35 3 60.676 3 10.562 6 0.001 3 0.032 11 0.055 3

    min -259.329 14 1.521 14 -148.286 9 0 14 -0.008 2 0.002 145 max 10233.82 3 59.387 3 10.562 6 0.001 3 0.027 11 0.044 3

    min -258.794 14 1.195 14 -148.677 9 0 14 -0.007 2 0.001 14M39 1 max 8539.496 9 7.88 11 -2.688 14 0 3 0.01 4 0.005 14

    min -3172.542 6 -4.735 5 -48.239 3 0 14 -0.011 13 -0.036 32 max 8544.728 9 1.864 11 -1.678 14 0 3 0.009 4 0.005 14

    min -3163.146 6 -4.735 5 -26.65 3 0 14 -0.014 13 -0.041 33 max 8549.959 9 -1.279 14 0.764 6 0 3 0.008 4 0.005 14

    min -3153.751 6 -7.608 3 -6.494 9 0 14 -0.016 13 -0.042 34 max 8555.191 9 -1.279 14 16.527 3 0 3 0.008 4 0.005 14

    min -3144.355 6 -13.625 3 0.342 14 0 14 -0.016 13 -0.04 35 max 8560.423 9 -1.279 14 38.115 3 0 3 0.008 4 0.005 14

    min -3134.959 6 -19.641 3 1.351 14 0 14 -0.015 13 -0.035 3M82 1 max 8533.303 9 1.547 11 17.442 3 0 3 0.012 4 0.004 14

    min -3340.635 6 -6.38 1 -1.037 14 0 14 -0.014 13 -0.047 32 max 8535.074 9 -0.49 11 24.749 3 0 3 0.013 4 0.004 14

    min -3337.455 6 -6.38 1 -0.696 14 0 14 -0.014 13 -0.046 33 max 8536.845 9 -1.898 14 32.056 3 0 3 0.013 4 0.004 14

    min -3334.275 6 -6.38 1 -0.354 14 0 14 -0.013 13 -0.045 34 max 8538.616 9 -1.898 14 39.363 3 0 3 0.014 4 0.004 14

    min -3331.094 6 -7.641 3 -0.012 14 0 14 -0.013 13 -0.043 35 max 8540.386 9 -1.898 14 46.67 3 0 3 0.014 4 0.004 14

    min -3327.914 6 -9.677 3 0.33 14 0 14 -0.012 13 -0.041 3M38 1 max 8518.333 9 17.104 11 -4.553 14 0 3 0.011 4 0.006 14

    min -3366.969 6 -4.405 5 -43.017 3 0 14 -0.009 13 -0.041 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 1

    Company : FFE Minerals May 23, 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 8521.794 9 13.124 11 -3.669 11 0 3 0.011 4 0.005 14

    min -3360.753 6 -4.405 5 -28.951 5 0 14 -0.011 13 -0.045 33 max 8525.255 9 9.144 11 -1.64 11 0 3 0.011 4 0.005 14

    min -3354.538 6 -4.405 5 -16.031 5 0 14 -0.013 13 -0.047 34 max 8528.716 9 5.164 11 2.621 4 0 3 0.011 4 0.004 14

    min -3348.322 6 -4.405 5 -5.343 13 0 14 -0.013 13 -0.047 35 max 8532.177 9 1.296 14 14.109 3 0 3 0.012 4 0.004 14

    min -3342.107 6 -4.517 3 -1.881 14 0 14 -0.014 13 -0.047 3M37 1 max 8450.619 9 16.149 3 -1.867 14 0 3 0.013 4 0.004 14

    min -3588.452 6 -3.241 14 -52.623 3 0 1 -0.008 13 -0.038 32 max 8455.851 9 10.133 3 -0.857 14 0 3 0.012 4 0.005 14

    min -3579.057 6 -3.241 14 -31.034 3 0 1 -0.011 13 -0.044 33 max 8461.083 9 4.117 3 0.153 14 0 3 0.012 4 0.005 14

    min -3569.661 6 -3.241 14 -9.446 3 0 1 -0.012 13 -0.047 34 max 8466.314 9 2.463 5 14.398 1 0 3 0.012 4 0.005 14

    min -3560.265 6 -7.604 11 1.162 14 0 1 -0.012 13 -0.047 35 max 8471.546 9 2.463 5 33.731 3 0 3 0.012 4 0.006 14

    min -3550.87 6 -13.62 11 2.172 14 0 1 -0.011 13 -0.044 3M80 1 max 8372.559 9 6.632 3 9.926 3 0 14 0.01 11 0.004 14

    min -3015.64 6 -0.687 14 -2.57 14 0 3 -0.016 5 -0.044 32 max 8375.376 9 6.491 5 21.551 3 0 14 0.01 4 0.004 14

    min -3010.581 6 -3.785 11 -2.026 14 0 3 -0.016 13 -0.043 33 max 8378.193 9 6.491 5 33.175 3 0 14 0.011 4 0.004 14

    min -3005.522 6 -7.025 11 -1.482 14 0 3 -0.015 13 -0.042 34 max 8381.01 9 6.491 5 44.8 3 0 14 0.012 4 0.004 14

    min -3000.463 6 -10.264 11 -0.938 14 0 3 -0.014 13 -0.039 35 max 8383.827 9 6.491 5 56.425 3 0 14 0.013 4 0.004 14

    min -2995.404 6 -13.504 11 -0.395 14 0 3 -0.012 13 -0.036 3M40 1 max 8361.774 9 21.93 3 -4.519 11 0 14 0.007 4 0.005 14

    min -3034.458 6 2.824 14 -34.021 5 0 3 -0.014 13 -0.038 32 max 8364.189 9 19.153 3 -3.103 11 0 14 0.008 11 0.005 14

    min -3030.122 6 2.824 14 -25.007 5 0 3 -0.015 5 -0.04 33 max 8366.603 9 16.377 3 -1.688 11 0 14 0.009 11 0.005 14

    min -3025.785 6 2.824 14 -15.993 5 0 3 -0.016 5 -0.042 34 max 8369.018 9 13.6 3 0.652 4 0 14 0.009 11 0.004 14

    min -3021.449 6 2.824 14 -7.902 13 0 3 -0.016 5 -0.044 35 max 8371.433 9 10.823 3 6.593 3 0 14 0.01 11 0.004 14

    min -3017.112 6 2.824 14 -3.413 14 0 3 -0.016 5 -0.044 3M709 1 max 8346.779 3 -23.56 14 11.482 14 0.001 3 0.117 3 0.015 11

    min 662.648 14 -499.949 3 -312.215 3 0 14 0.004 14 -0.047 52 max 8347.717 3 -24.212 14 11.482 14 0.001 3 0.032 4 -0.001 9

    min 663.72 14 -502.526 3 -312.999 3 0 14 -0.012 8 -0.01 73 max 8348.655 3 -24.865 14 11.482 14 0.001 3 0.001 14 0.038 5

    min 664.791 14 -505.104 3 -313.782 3 0 14 -0.07 3 -0.019 114 max 8349.594 3 -25.517 14 11.482 14 0.001 3 -0.001 14 0.081 5

    min 665.862 14 -507.681 3 -314.566 3 0 14 -0.164 3 -0.035 115 max 8350.532 3 -26.17 14 11.482 14 0.001 3 -0.002 14 0.124 5

    min 666.934 14 -510.258 3 -315.35 3 0 14 -0.259 3 -0.052 11M84 1 max 8204.769 9 13.383 3 24.88 3 0 3 0.015 4 0.004 14

    min -3827.277 6 -4.208 14 0.173 14 0 14 -0.014 13 -0.046 32 max 8205.494 9 12.55 3 27.87 3 0 3 0.015 4 0.004 14

    min -3825.977 6 -4.208 14 0.312 14 0 14 -0.013 13 -0.046 33 max 8206.218 9 11.717 3 30.859 3 0 3 0.016 4 0.004 14

    min -3824.676 6 -4.208 14 0.452 14 0 14 -0.013 13 -0.046 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 2

    Company : FFE Minerals May 23, 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 8206.943 9 10.884 3 33.848 3 0 3 0.016 4 0.004 14

    min -3823.375 6 -4.208 14 0.592 14 0 14 -0.013 13 -0.045 35 max 8207.667 9 10.051 3 36.837 3 0 3 0.016 4 0.004 14

    min -3822.074 6 -4.208 14 0.732 14 0 14 -0.012 13 -0.045 3M36 1 max 8185.614 9 35.956 3 -4.151 14 0 3 0.009 4 0.005 14

    min -3861.128 6 -0.201 14 -52.85 3 0 14 -0.01 13 -0.03 32 max 8190.121 9 30.773 3 -3.281 14 0 3 0.01 4 0.005 14

    min -3853.034 6 -0.201 14 -34.25 3 0 14 -0.013 13 -0.037 33 max 8194.628 9 25.59 3 -2.411 14 0 3 0.011 4 0.004 14

    min -3844.939 6 -0.201 14 -15.651 3 0 14 -0.014 13 -0.043 34 max 8199.136 9 20.406 3 5.19 1 0 3 0.013 4 0.004 14

    min -3836.844 6 -0.201 14 -2.611 13 0 14 -0.014 13 -0.046 35 max 8203.643 9 15.223 3 21.548 3 0 3 0.015 4 0.004 14

    min -3828.75 6 -0.201 14 -0.671 14 0 14 -0.014 13 -0.046 3M707 1 max 8118.859 5 33.703 6 -17.453 14 0 1 0.015 1 0.026 3

    min 148.136 11 -300.827 9 -272.122 3 0 3 -0.007 9 -0.003 142 max 8119.696 5 33.703 6 -17.78 14 0 1 0.003 1 0.027 3

    min 148.304 11 -300.436 9 -273.41 3 0 3 -0.031 3 -0.006 143 max 8120.533 5 33.703 6 -18.106 14 0 1 0.001 14 0.037 9

    min 148.472 11 -300.044 9 -274.699 3 0 3 -0.064 3 -0.017 64 max 8121.371 5 33.703 6 -18.432 14 0 1 0.001 14 0.051 11

    min 148.639 11 -299.652 9 -275.988 3 0 3 -0.097 3 -0.032 55 max 8122.208 5 33.703 6 -18.758 14 0 1 0.002 14 0.065 11

    min 148.807 11 -299.26 9 -277.276 3 0 3 -0.13 3 -0.048 5M41 1 max 8085.558 9 4.593 1 -3.036 14 0 14 0.011 4 0.005 14

    min -2937.634 6 -3.63 11 -35.921 3 0 3 -0.011 13 -0.042 32 max 8090.79 9 4.593 1 -2.026 14 0 14 0.009 4 0.005 14

    min -2928.238 6 -9.646 11 -14.332 3 0 3 -0.013 13 -0.045 33 max 8096.022 9 4.593 1 7.453 7 0 14 0.008 4 0.004 14

    min -2918.843 6 -15.662 11 -1.016 14 0 3 -0.013 13 -0.044 34 max 8101.253 9 4.593 1 28.845 3 0 14 0.007 4 0.004 14

    min -2909.447 6 -21.678 11 -0.007 14 0 3 -0.012 13 -0.04 35 max 8106.485 9 4.593 1 50.433 3 0 14 0.006 4 0.005 14

    min -2900.051 6 -27.694 11 1.003 14 0 3 -0.009 13 -0.034 3M725 1 max 8072.651 5 1163.551 3 -14.801 14 0.003 3 0.002 14 0.072 11

    min -1060.145 11 -69.259 14 -294.918 3 -0.001 14 -0.134 3 -0.048 52 max 8073.489 5 1163.943 3 -15.127 14 0.003 3 -0.002 14 0.011 11

    min -1059.977 11 -69.259 14 -296.207 3 -0.001 14 -0.084 3 -0.069 73 max 8074.326 5 1164.335 3 -15.454 14 0.003 3 0.038 11 -0.009 14

    min -1059.81 11 -69.259 14 -297.496 3 -0.001 14 -0.08 5 -0.129 34 max 8075.163 5 1164.726 3 -15.78 14 0.003 3 0.095 11 -0.006 14

    min -1059.642 11 -69.259 14 -298.784 3 -0.001 14 -0.092 5 -0.213 35 max 8076 5 1165.118 3 -16.106 14 0.003 3 0.152 11 -0.002 14

    min -1059.475 11 -69.259 14 -300.073 3 -0.001 14 -0.104 5 -0.297 3M567A 1 max 7868.943 9 27.791 3 -1.61 14 0.001 3 0.007 4 0.004 6

    min -4169.808 6 -6.28 1 -60.757 3 0 14 -0.008 13 -0.025 92 max 7874.174 9 21.775 3 -0.601 14 0.001 3 0.008 4 0.004 14

    min -4160.413 6 -6.28 1 -39.169 3 0 14 -0.011 13 -0.033 33 max 7879.406 9 15.759 3 0.409 14 0.001 3 0.009 4 0.005 14

    min -4151.017 6 -6.28 1 -17.58 3 0 14 -0.014 13 -0.038 34 max 7884.638 9 9.743 3 9.166 1 0.001 3 0.01 4 0.005 14

    min -4141.621 6 -6.28 1 -0.966 9 0 14 -0.015 13 -0.041 35 max 7889.87 9 3.727 3 25.597 3 0.001 3 0.012 4 0.006 14

    min -4132.226 6 -6.28 1 2.429 14 0 14 -0.015 13 -0.04 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 3

    Company : FFE Minerals May 23, 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)M223 1 max 7695.604 3 167.533 3 9.806 6 0 13 0.018 11 0.073 3

    min -16.629 14 -14.326 14 -133.22 9 0 4 -0.028 5 0 142 max 7696.542 3 164.955 3 9.806 6 0 13 0.009 11 0.041 3

    min -15.557 14 -14.979 14 -134.004 9 0 4 -0.015 5 0.001 143 max 7697.48 3 162.378 3 9.806 6 0 13 0.003 14 0.011 7

    min -14.486 14 -15.631 14 -134.788 9 0 4 -0.006 3 -0.001 114 max 7698.418 3 159.8 3 9.806 6 0 13 0.011 5 0.004 6

    min -13.414 14 -16.284 14 -135.571 9 0 4 -0.012 11 -0.025 95 max 7699.356 3 157.223 3 9.806 6 0 13 0.023 5 0.004 14

    min -12.343 14 -16.936 14 -136.355 9 0 4 -0.022 11 -0.056 3M78 1 max 7672.472 9 3.388 5 18.8 3 0 14 0.004 4 0.004 14

    min -2865.824 6 -13.801 11 -5.915 14 0 3 -0.011 13 -0.04 32 max 7676.335 9 3.388 5 34.742 3 0 14 0.005 4 0.004 14

    min -2858.886 6 -18.243 11 -5.169 14 0 3 -0.01 13 -0.036 33 max 7680.199 9 3.388 5 50.684 3 0 14 0.005 4 0.003 14

    min -2851.947 6 -22.686 11 -4.424 14 0 3 -0.009 13 -0.031 34 max 7684.062 9 3.388 5 66.627 3 0 14 0.006 4 0.003 14

    min -2845.009 6 -27.129 11 -3.678 14 0 3 -0.007 13 -0.025 35 max 7687.926 9 3.388 5 82.569 3 0 14 0.01 7 0.004 6

    min -2838.071 6 -31.572 11 -2.932 14 0 3 -0.004 13 -0.018 9M42 1 max 7665.872 9 3.207 14 1.963 4 0 14 0.005 4 0.005 14

    min -2877.125 6 -7.483 3 -16.896 13 0 3 -0.009 13 -0.042 32 max 7667.241 9 3.207 14 4.652 4 0 14 0.004 4 0.005 14

    min -2874.668 6 -9.057 3 -13.675 13 0 3 -0.01 13 -0.041 33 max 7668.609 9 3.207 14 7.341 4 0 14 0.004 4 0.005 14

    min -2872.211 6 -10.63 3 -10.454 13 0 3 -0.01 13 -0.041 34 max 7669.977 9 3.207 14 11.293 7 0 14 0.004 4 0.004 14

    min -2869.753 6 -12.204 3 -7.232 13 0 3 -0.011 13 -0.041 35 max 7671.346 9 3.207 14 15.467 3 0 14 0.004 4 0.004 14

    min -2867.296 6 -13.777 3 -6.759 14 0 3 -0.011 13 -0.04 3M585A 1 max 7353.714 9 33.916 3 2.762 4 0.001 3 0.006 4 0.003 14

    min -4506.469 6 -8.994 1 -16.625 13 0 14 -0.011 13 -0.035 32 max 7355.484 9 31.88 3 6.242 4 0.001 3 0.007 4 0.004 14

    min -4503.289 6 -8.994 1 -12.456 13 0 14 -0.011 13 -0.037 33 max 7357.255 9 29.843 3 9.722 4 0.001 3 0.008 4 0.004 14

    min -4500.109 6 -8.994 1 -8.287 13 0 14 -0.012 13 -0.038 34 max 7359.026 9 27.807 3 14.17 1 0.001 3 0.01 4 0.004 14

    min -4496.929 6 -8.994 1 -4.119 13 0 14 -0.012 13 -0.039 35 max 7360.797 9 25.771 3 19.564 1 0.001 3 0.011 4 0.004 14

    min -4493.749 6 -8.994 1 0.05 13 0 14 -0.013 13 -0.039 3M566A 1 max 7338.743 9 57.97 11 -3.84 14 0.001 3 0.006 5 0.004 6

    min -4532.803 6 -7.49 1 -73.997 3 0 14 -0.011 11 -0.007 92 max 7342.204 9 53.99 11 -3.172 14 0.001 3 0.004 6 0.004 14

    min -4526.588 6 -7.49 1 -59.716 3 0 14 -0.01 9 -0.016 33 max 7345.665 9 50.01 11 -2.504 14 0.001 3 0.003 6 0.003 14

    min -4520.372 6 -7.49 1 -45.434 3 0 14 -0.01 9 -0.023 34 max 7349.126 9 46.03 11 -1.836 14 0.001 3 0.002 4 0.003 14

    min -4514.157 6 -7.49 1 -31.152 3 0 14 -0.009 13 -0.03 35 max 7352.587 9 42.05 11 1.334 4 0.001 3 0.006 4 0.003 14

    min -4507.941 6 -7.49 1 -19.373 13 0 14 -0.011 13 -0.035 3M2 1 max 7340.667 3 97.401 5 35.024 9 0.001 3 -0.012 11 0.115 3

    min 733.219 14 -19.501 11 -53.583 2 0 14 -0.072 5 0.007 142 max 7341.605 3 95.092 5 34.241 9 0.001 3 -0.011 11 0.105 3

    min 734.29 14 -20.422 11 -56.277 7 0 14 -0.066 5 0.006 14

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 4

    Cesar Jimenez VFUERZA CUERDA ENREJADO

    Cesar Jimenez VHOJA : 21

  • Company : FFE Minerals May 23, 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 7342.543 3 92.783 5 33.457 9 0.001 3 -0.009 11 0.095 3

    min 735.361 14 -21.342 11 -61.737 7 0 14 -0.061 5 0.006 144 max 7343.481 3 90.473 5 32.673 9 0.001 3 -0.006 8 0.085 3

    min 736.433 14 -22.263 11 -67.197 7 0 14 -0.057 5 0.005 145 max 7344.419 3 88.164 5 31.89 9 0.001 3 -0.002 8 0.076 3

    min 737.504 14 -23.183 11 -72.657 7 0 14 -0.055 6 0.004 14M103 1 max 7081.656 9 18.534 11 4.794 4 0 14 -0.002 14 0.007 14

    min -2865.273 6 -9.03 5 -10.56 13 0 3 -0.017 3 -0.046 32 max 7086.888 9 12.518 11 22.563 3 0 14 -0.002 14 0.006 14

    min -2855.878 6 -9.03 5 -5.731 14 0 3 -0.015 3 -0.045 33 max 7092.119 9 6.502 11 44.151 3 0 14 -0.002 6 0.005 14

    min -2846.482 6 -9.03 5 -4.721 14 0 3 -0.012 9 -0.041 34 max 7097.351 9 2.701 14 65.74 3 0 14 0.001 4 0.004 14

    min -2837.087 6 -11.246 3 -3.711 14 0 3 -0.01 13 -0.034 35 max 7102.583 9 2.701 14 87.328 3 0 14 0.005 4 0.003 14

    min -2827.691 6 -17.262 3 -2.701 14 0 3 -0.007 13 -0.023 3M635A 1 max 6745.691 9 6.846 5 -0.14 14 0.001 3 0.004 6 0.004 14

    min -4909.014 6 -7.957 11 -39.815 3 0 14 -0.008 9 -0.027 32 max 6749.555 9 6.846 5 2.679 6 0.001 3 0.004 6 0.004 14

    min -4902.075 6 -12.4 11 -25.946 9 0 14 -0.01 9 -0.029 33 max 6753.418 9 6.846 5 8.752 6 0.001 3 0.004 6 0.004 14

    min -4895.137 6 -16.843 11 -15.331 9 0 14 -0.013 9 -0.03 34 max 6757.282 9 6.846 5 17.061 1 0.001 3 0.005 6 0.005 14

    min -4888.199 6 -21.285 11 -4.717 9 0 14 -0.015 9 -0.03 35 max 6761.145 9 6.846 5 28.829 1 0.001 3 0.007 6 0.005 14

    min -4881.26 6 -25.728 11 2.331 11 0 14 -0.016 9 -0.027 3M605A 1 max 6739.092 9 4.646 5 -2.04 14 0.001 3 0.007 4 0.004 14

    min -4920.315 6 -8.683 11 -65.732 3 0 14 -0.003 13 -0.021 32 max 6740.46 9 4.646 5 -1.776 14 0.001 3 0.006 4 0.004 14

    min -4917.858 6 -10.256 11 -60.086 3 0 14 -0.004 13 -0.023 33 max 6741.828 9 4.646 5 -1.512 14 0.001 3 0.005 4 0.004 14

    min -4915.4 6 -11.83 11 -54.44 3 0 14 -0.005 13 -0.024 34 max 6743.197 9 4.646 5 -1.248 14 0.001 3 0.004 4 0.004 14

    min -4912.943 6 -13.403 11 -48.794 3 0 14 -0.006 13 -0.026 35 max 6744.565 9 4.646 5 -0.984 14 0.001 3 0.004 6 0.004 14

    min -4910.486 6 -14.976 11 -43.147 3 0 14 -0.008 9 -0.027 3M224 1 max 6707.828 3 206.594 3 124.428 11 0 14 -0.001 14 0.045 7

    min 104.666 14 -14.266 14 -15.799 1 0 3 -0.112 3 -0.019 112 max 6708.766 3 204.016 3 123.644 11 0 14 0 14 0.029 7

    min 105.737 14 -14.919 14 -15.799 1 0 3 -0.076 3 -0.011 113 max 6709.704 3 201.439 3 122.861 11 0 14 0 14 0.012 7

    min 106.809 14 -15.571 14 -15.799 1 0 3 -0.04 3 -0.004 144 max 6710.642 3 198.861 3 122.077 11 0 14 0.007 11 0.007 4

    min 107.88 14 -16.223 14 -15.799 1 0 3 -0.012 5 -0.006 135 max 6711.581 3 196.284 3 121.293 11 0 14 0.03 9 0.015 11

    min 108.951 14 -16.876 14 -18.322 7 0 3 0 6 -0.021 7M213 1 max 6399.62 5 -7.122 6 136.094 1 0 14 0.141 11 -0.009 14

    min -3303.242 11 -367.896 9 -2.293 11 -0.001 3 -0.063 1 -0.187 32 max 6401.294 5 -7.122 6 134.253 1 0 14 0.102 11 -0.006 14

    min -3302.907 11 -367.112 9 -3.214 11 -0.001 3 -0.05 1 -0.133 33 max 6402.969 5 -7.122 6 132.412 1 0 14 0.063 11 -0.003 14

    min -3302.572 11 -366.329 9 -4.134 11 -0.001 3 -0.038 5 -0.079 34 max 6404.643 5 -7.122 6 130.571 1 0 14 0.024 11 0 14

    min -3302.237 11 -365.545 9 -5.055 11 -0.001 3 -0.028 5 -0.025 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 5

    Company : FFE Minerals May 23, 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 6406.318 5 -7.122 6 128.73 1 0 14 -0.002 14 0.03 9

    min -3301.902 11 -364.761 9 -5.975 11 -0.001 3 -0.031 3 0.001 6M185 1 max 6345.253 9 14.044 11 1.565 11 0 14 0.002 4 0.005 14

    min -2893.485 6 -10.949 5 -12.74 5 -0.001 3 -0.011 13 -0.037 32 max 6350.163 9 8.398 11 14.657 3 0 14 0.003 4 0.004 14

    min -2884.667 6 -10.949 5 -4.625 14 -0.001 3 -0.012 13 -0.037 33 max 6355.073 9 2.752 11 34.917 3 0 14 0.005 4 0.003 14

    min -2875.85 6 -10.949 5 -3.677 14 -0.001 3 -0.012 13 -0.033 34 max 6359.982 9 2.492 14 55.177 3 0 14 0.007 4 0.003 14

    min -2867.032 6 -16.335 3 -2.729 14 -0.001 3 -0.011 13 -0.027 35 max 6364.892 9 2.492 14 75.437 3 0 14 0.009 4 0.005 6

    min -2858.215 6 -21.98 3 -1.782 14 -0.001 3 -0.008 13 -0.02 9M134 1 max 6342.839 9 14.584 11 -0.38 11 0 14 0.002 4 0.005 14

    min -2897.269 6 -14.654 5 -20.533 5 -0.001 3 -0.01 13 -0.037 32 max 6343.161 9 14.214 11 -0.191 11 0 14 0.002 4 0.005 14

    min -2896.691 6 -14.654 5 -19.331 5 -0.001 3 -0.011 13 -0.037 33 max 6343.483 9 13.843 11 -0.003 11 0 14 0.002 4 0.005 14

    min -2896.113 6 -14.654 5 -18.13 5 -0.001 3 -0.011 13 -0.037 34 max 6343.805 9 13.473 11 0.186 11 0 14 0.002 4 0.005 14

    min -2895.535 6 -14.654 5 -16.928 5 -0.001 3 -0.011 13 -0.037 35 max 6344.127 9 13.103 11 0.375 11 0 14 0.002 4 0.005 14

    min -2894.957 6 -14.654 5 -15.726 5 -0.001 3 -0.011 13 -0.037 3M604A 1 max 5887.224 9 32.691 3 -2.164 14 0.001 3 0.008 4 0.007 6

    min -5377.541 6 -2.742 14 -77.591 3 0 14 -0.004 13 -0.014 92 max 5892.456 9 26.675 3 -1.154 14 0.001 3 0.007 4 0.004 6

    min -5368.145 6 -2.742 14 -56.003 3 0 14 -0.008 13 -0.022 93 max 5897.688 9 20.658 3 -0.144 14 0.001 3 0.007 4 0.004 14

    min -5358.749 6 -2.742 14 -34.414 3 0 14 -0.01 13 -0.03 34 max 5902.919 9 14.642 3 0.865 14 0.001 3 0.006 4 0.004 14

    min -5349.354 6 -2.742 14 -12.826 3 0 14 -0.011 13 -0.034 35 max 5908.151 9 11.964 5 15.911 1 0.001 3 0.007 4 0.005 14

    min -5339.958 6 -6.08 11 -0.02 11 0 14 -0.01 13 -0.036 3M183 1 max 5567.174 9 -0.861 14 60.53 3 0 14 0.006 4 0.004 6

    min -2934.211 6 -18.687 3 0.402 14 -0.001 3 -0.01 13 -0.022 92 max 5567.898 9 -0.861 14 63.52 3 0 14 0.006 4 0.004 6

    min -2932.91 6 -19.52 3 0.542 14 -0.001 3 -0.01 13 -0.021 93 max 5568.623 9 -0.861 14 66.509 3 0 14 0.006 4 0.004 6

    min -2931.609 6 -20.353 3 0.681 14 -0.001 3 -0.009 13 -0.02 94 max 5569.347 9 -0.861 14 69.498 3 0 14 0.006 4 0.005 6

    min -2930.308 6 -21.186 3 0.821 14 -0.001 3 -0.009 13 -0.019 95 max 5570.072 9 -0.861 14 72.487 3 0 14 0.007 4 0.005 6

    min -2929.007 6 -22.019 3 0.961 14 -0.001 3 -0.008 13 -0.018 9M135 1 max 5548.018 9 7.873 11 -2.52 11 0 14 0.004 11 0.004 14

    min -2968.062 6 -4.671 5 -18.602 5 -0.001 3 -0.013 5 -0.033 32 max 5552.526 9 2.962 14 2.521 7 0 14 0.004 11 0.004 14

    min -2959.967 6 -4.944 3 -3.191 13 -0.001 3 -0.014 5 -0.033 33 max 5557.033 9 2.962 14 19.999 3 0 14 0.004 11 0.003 14

    min -2951.872 6 -10.127 3 -2.182 14 -0.001 3 -0.014 5 -0.032 34 max 5561.54 9 2.962 14 38.598 3 0 14 0.005 4 0.003 14

    min -2943.778 6 -15.31 3 -1.312 14 -0.001 3 -0.012 13 -0.027 35 max 5566.048 9 2.962 14 57.197 3 0 14 0.006 4 0.004 6

    min -2935.683 6 -20.493 3 -0.442 14 -0.001 3 -0.01 13 -0.022 9M214 1 max 5542.8 13 16.755 13 28.51 3 0 14 0.016 11 0.003 14

    min -3410.489 4 -41.291 4 1.915 14 0 7 -0.028 5 -0.025 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 6

    Company : FFE Minerals May 23, 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 5544.407 13 16.755 13 25.932 3 0 14 0.012 11 0.002 14

    min -3410.087 4 -40.507 4 1.262 14 0 7 -0.023 5 -0.018 33 max 5546.015 13 16.755 13 23.355 3 0 14 0.008 11 0.002 14

    min -3409.685 4 -39.723 4 0.61 14 0 7 -0.019 5 -0.012 34 max 5547.622 13 16.755 13 20.778 3 0 14 0.004 11 0.002 14

    min -3409.282 4 -38.94 4 -0.042 14 0 7 -0.015 1 -0.007 35 max 5549.23 13 16.755 13 18.2 3 0 14 0 11 0.005 11

    min -3408.88 4 -38.156 4 -0.695 14 0 7 -0.012 1 -0.006 2M397 1 max 5332.079 5 129.605 3 218.161 5 0.001 3 0 11 -0.01 11

    min 59.593 11 -19.489 14 28.52 11 0 14 -0.062 5 -0.044 52 max 5332.916 5 129.997 3 217.007 5 0.001 3 0.004 11 -0.007 14

    min 59.761 11 -19.489 14 28.06 11 0 14 -0.045 5 -0.039 33 max 5333.753 5 130.389 3 215.852 5 0.001 3 0.008 11 -0.004 14

    min 59.928 11 -19.489 14 27.6 11 0 14 -0.029 5 -0.034 34 max 5334.591 5 130.781 3 214.697 5 0.001 3 0.013 11 -0.002 14

    min 60.096 11 -19.489 14 27.14 11 0 14 -0.013 5 -0.029 35 max 5335.428 5 131.173 3 213.543 5 0.001 3 0.024 3 0.001 14

    min 60.263 11 -19.489 14 26.679 11 0 14 -0.005 14 -0.025 3M1 1 max 5328.73 5 128.038 3 222.78 5 0.001 3 -0.01 14 -0.006 11

    min 58.923 11 -19.489 14 30.361 11 0 14 -0.134 3 -0.08 52 max 5329.567 5 128.43 3 221.625 5 0.001 3 -0.01 14 -0.007 11

    min 59.091 11 -19.489 14 29.901 11 0 14 -0.114 3 -0.071 53 max 5330.404 5 128.822 3 220.471 5 0.001 3 -0.009 11 -0.008 11

    min 59.258 11 -19.489 14 29.441 11 0 14 -0.094 5 -0.062 54 max 5331.242 5 129.214 3 219.316 5 0.001 3 -0.004 11 -0.009 11

    min 59.426 11 -19.489 14 28.98 11 0 14 -0.078 5 -0.053 55 max 5332.079 5 129.605 3 218.161 5 0.001 3 0 11 -0.01 11

    min 59.593 11 -19.489 14 28.52 11 0 14 -0.062 5 -0.044 5M219 1 max 5150.619 9 15.185 14 73.714 11 0 14 0.004 13 0.006 11

    min -384.013 6 -267.857 3 -63.29 5 -0.001 3 -0.004 2 -0.009 52 max 5151.49 9 14.532 14 72.93 11 0 14 0.005 14 0.026 3

    min -382.875 6 -270.434 3 -63.29 5 -0.001 3 -0.033 3 0.001 143 max 5152.361 9 13.88 14 72.146 11 0 14 0.008 14 0.057 3

    min -381.736 6 -273.011 3 -63.29 5 -0.001 3 -0.064 3 0 144 max 5153.232 9 13.227 14 71.363 11 0 14 0.01 14 0.089 3

    min -380.598 6 -275.589 3 -63.29 5 -0.001 3 -0.095 3 -0.001 145 max 5154.103 9 12.575 14 70.579 11 0 14 0.012 14 0.121 3

    min -379.46 6 -278.166 3 -63.29 5 -0.001 3 -0.126 3 -0.002 14M637A 1 max 5017.67 9 9.61 3 0.806 14 0.001 3 0.009 4 0.004 6

    min -5832.871 6 -6.264 14 -30.547 3 0 14 -0.01 13 -0.024 92 max 5020.487 9 6.37 3 1.35 14 0.001 3 0.008 4 0.004 6

    min -5827.812 6 -6.264 14 -18.922 3 0 14 -0.011 13 -0.025 93 max 5023.305 9 4.802 5 3.673 6 0.001 3 0.008 4 0.005 6

    min -5822.753 6 -7.936 11 -9.077 9 0 14 -0.012 13 -0.026 94 max 5026.122 9 4.802 5 11.098 1 0.001 3 0.008 4 0.005 6

    min -5817.694 6 -11.175 11 -1.337 9 0 14 -0.012 13 -0.026 95 max 5028.939 9 4.802 5 19.679 1 0.001 3 0.008 4 0.006 6

    min -5812.634 6 -14.415 11 2.981 14 0 14 -0.012 13 -0.026 9M603A 1 max 5006.885 9 21.008 3 -1.902 14 0.001 3 0.01 4 0.007 6

    min -5851.689 6 -2.865 14 -73.735 3 0 14 -0.003 13 -0.013 92 max 5009.3 9 18.232 3 -1.436 14 0.001 3 0.01 4 0.006 6

    min -5847.353 6 -2.865 14 -63.771 3 0 14 -0.005 13 -0.016 93 max 5011.715 9 15.455 3 -0.97 14 0.001 3 0.009 4 0.005 6

    min -5843.016 6 -2.865 14 -53.807 3 0 14 -0.007 13 -0.019 9

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 7

    Company : FFE Minerals May 23, 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 5014.129 9 12.678 3 -0.504 14 0.001 3 0.009 4 0.005 6

    min -5838.68 6 -2.865 14 -43.844 3 0 14 -0.009 13 -0.022 95 max 5016.544 9 9.902 3 -0.038 14 0.001 3 0.009 4 0.004 6

    min -5834.343 6 -2.865 14 -33.88 3 0 14 -0.01 13 -0.024 9M215 1 max 4927.722 13 14.834 13 34.882 1 0 14 0.004 11 0.004 11

    min -3952.2 4 -50.566 4 -3.058 11 -0.001 3 -0.025 1 -0.018 52 max 4929.33 13 14.834 13 33.041 1 0 14 -0.002 11 0.009 11

    min -3951.798 4 -49.783 4 -3.978 11 -0.001 3 -0.019 1 -0.016 53 max 4930.937 13 14.834 13 31.2 1 0 14 -0.003 14 0.014 11

    min -3951.396 4 -48.999 4 -4.899 11 -0.001 3 -0.019 3 -0.014 54 max 4932.545 13 14.834 13 29.36 1 0 14 -0.002 14 0.019 11

    min -3950.994 4 -48.215 4 -5.819 11 -0.001 3 -0.021 3 -0.013 55 max 4934.152 13 14.834 13 27.519 1 0 14 -0.001 14 0.023 11

    min -3950.592 4 -47.432 4 -6.74 11 -0.001 3 -0.024 3 -0.011 5M299 1 max 4838.939 9 159.226 3 181.466 9 0 13 0 14 0.023 2

    min -70.713 6 -11 14 -3.351 1 0 4 -0.078 3 -0.029 112 max 4839.811 9 156.648 3 180.683 9 0 13 0.001 14 0.013 5

    min -69.575 6 -11.652 14 -3.351 1 0 4 -0.04 3 -0.015 113 max 4840.682 9 154.071 3 179.899 9 0 13 0.002 6 0.004 6

    min -68.436 6 -12.305 14 -3.351 1 0 4 -0.004 8 -0.001 84 max 4841.553 9 151.494 3 179.115 9 0 13 0.035 3 0.015 11

    min -67.298 6 -12.957 14 -3.351 1 0 4 0.003 14 -0.007 75 max 4842.424 9 148.916 3 178.332 9 0 13 0.071 3 0.029 11

    min -66.159 6 -13.61 14 -3.351 1 0 4 0.003 14 -0.016 2M316 1 max 4634.6 9 143.71 3 36.647 13 0 11 0.002 11 0.069 3

    min -177.793 6 -8.136 14 -50.011 4 0 2 -0.058 5 -0.008 142 max 4635.471 9 141.132 3 36.647 13 0 11 0.001 11 0.049 3

    min -176.655 6 -8.789 14 -50.794 4 0 2 -0.043 5 -0.005 143 max 4636.342 9 138.555 3 36.647 13 0 11 0.001 14 0.029 3

    min -175.516 6 -9.441 14 -51.578 4 0 2 -0.03 3 -0.003 144 max 4637.214 9 135.977 3 36.647 13 0 11 0.002 14 0.01 3

    min -174.378 6 -10.094 14 -52.362 4 0 2 -0.018 3 0 145 max 4638.085 9 133.4 3 36.647 13 0 11 0.006 13 0.004 13

    min -173.239 6 -10.746 14 -53.145 4 0 2 -0.01 4 -0.01 4M220 1 max 4615.883 9 41.066 14 11.731 14 0.001 11 0.254 3 0.069 11

    min -317.815 6 -617.736 3 -591.765 3 0 5 -0.014 14 -0.062 52 max 4616.754 9 40.413 14 11.731 14 0.001 11 0.114 3 0.023 11

    min -316.677 6 -620.313 3 -592.549 3 0 5 -0.008 14 -0.016 53 max 4617.625 9 39.761 14 11.731 14 0.001 11 -0.002 14 0.03 5

    min -315.538 6 -622.891 3 -593.333 3 0 5 -0.025 3 -0.023 114 max 4618.496 9 39.108 14 11.731 14 0.001 11 0.004 14 0.076 5

    min -314.4 6 -625.468 3 -594.116 3 0 5 -0.165 3 -0.069 115 max 4619.367 9 38.456 14 11.731 14 0.001 11 0.009 14 0.123 5

    min -313.261 6 -628.045 3 -594.9 3 0 5 -0.305 3 -0.115 11M136 1 max 4526.142 9 7.924 11 5.397 3 0 14 0.006 11 0.005 14

    min -3093.334 6 -0.366 5 -6.828 14 -0.001 3 -0.013 5 -0.038 32 max 4531.373 9 4.056 1 26.985 3 0 14 0.007 11 0.004 14

    min -3083.939 6 -2.147 3 -5.818 14 -0.001 3 -0.013 5 -0.036 33 max 4536.605 9 4.056 1 48.574 3 0 14 0.009 4 0.003 14

    min -3074.543 6 -8.163 3 -4.808 14 -0.001 3 -0.011 13 -0.032 34 max 4541.837 9 4.056 1 70.162 3 0 14 0.011 4 0.002 6

    min -3065.147 6 -14.179 3 -3.798 14 -0.001 3 -0.007 13 -0.024 95 max 4547.069 9 4.056 1 91.751 3 0 14 0.014 4 0.004 6

    min -3055.752 6 -20.196 3 -2.789 14 -0.001 3 -0.003 13 -0.016 9

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 8

    Cesar Jimenez VHOJA : 22

  • Company : FFE Minerals May 23, 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)M290 1 max 4512.251 13 38.076 2 49.455 1 0 14 0.076 9 -0.004 6

    min -3498.829 4 -523.221 9 -5.254 11 -0.001 3 -0.009 2 -0.082 92 max 4513.054 13 38.076 2 48.534 1 0 14 0.047 9 -0.003 6

    min -3498.628 4 -522.829 9 -5.715 11 -0.001 3 -0.005 2 -0.051 93 max 4513.858 13 38.076 2 47.614 1 0 14 0.019 9 -0.002 14

    min -3498.427 4 -522.437 9 -6.175 11 -0.001 3 -0.001 6 -0.02 34 max 4514.662 13 38.076 2 46.693 1 0 14 0.006 1 0.013 11

    min -3498.226 4 -522.046 9 -6.635 11 -0.001 3 -0.014 11 -0.003 55 max 4515.465 13 38.076 2 45.773 1 0 14 0.011 1 0.043 9

    min -3498.025 4 -521.654 9 -7.095 11 -0.001 3 -0.043 11 -0.003 2M216 1 max 4375.676 13 330.186 9 57.105 1 0.001 3 -0.004 14 0.01 11

    min -4437.941 4 -11.573 2 -4.62 11 0 14 -0.021 1 -0.018 52 max 4376.48 13 330.578 9 56.184 1 0.001 3 0.012 11 -0.001 14

    min -4437.74 4 -11.573 2 -5.08 11 0 14 -0.017 1 -0.024 33 max 4377.284 13 330.97 9 55.264 1 0.001 3 0.03 11 -0.003 14

    min -4437.539 4 -11.573 2 -5.54 11 0 14 -0.014 1 -0.038 34 max 4378.087 13 331.362 9 54.343 1 0.001 3 0.048 11 -0.004 6

    min -4437.338 4 -11.573 2 -6 11 0 14 -0.011 1 -0.054 95 max 4378.891 13 331.754 9 53.423 1 0.001 3 0.068 9 -0.003 2

    min -4437.137 4 -11.573 2 -6.461 11 0 14 -0.009 2 -0.071 9M79 1 max 4290.764 13 7.175 1 -1.566 14 0 14 0.001 6 0.014 1

    min -5893.622 4 -1.982 8 -6.989 3 0 3 -0.024 9 -0.023 42 max 4296.625 13 15.756 1 -1.566 14 0 14 0.001 6 0.013 13

    min -5891.607 4 -1.016 14 -5.478 1 0 3 -0.024 9 -0.023 43 max 4302.486 13 26.684 3 0.897 11 0 14 0.001 6 0.013 13

    min -5889.592 4 -0.472 14 -5.478 1 0 3 -0.023 9 -0.024 44 max 4308.348 13 38.309 3 4.136 11 0 14 0.002 6 0.012 13

    min -5887.577 4 0.072 14 -5.478 1 0 3 -0.022 9 -0.025 45 max 4314.209 13 49.933 3 7.376 11 0 14 0.003 6 0.01 13

    min -5885.562 4 0.616 14 -5.478 1 0 3 -0.02 9 -0.026 4M31 1 max 4261.106 13 -4.735 14 2.39 5 0 5 0.002 6 0.012 1

    min -5982.431 4 -36.649 3 -7.243 11 0 11 -0.02 9 -0.023 42 max 4271.991 13 -2.882 11 2.39 5 0 5 0.001 6 0.014 1

    min -5978.689 4 -15.904 5 -1.227 11 0 11 -0.023 9 -0.023 43 max 4282.876 13 6.528 3 7.188 3 0 5 0.001 6 0.014 1

    min -5974.947 4 -2.716 14 -0.009 14 0 11 -0.023 9 -0.022 44 max 4293.761 13 28.117 3 13.205 3 0 5 0.002 6 0.013 13

    min -5971.205 4 -1.706 14 -0.009 14 0 11 -0.021 9 -0.022 45 max 4304.646 13 49.705 3 19.221 3 0 5 0.004 6 0.012 13

    min -5967.462 4 -0.696 14 -0.009 14 0 11 -0.016 9 -0.023 4M32 1 max 4268.59 13 -4.268 14 1.945 14 0 14 0.002 6 0.013 1

    min -5901.051 4 -39.754 3 -15.931 3 0 3 -0.019 9 -0.023 42 max 4273.614 13 -3.801 14 1.945 14 0 14 0.001 6 0.014 1

    min -5899.324 4 -29.79 3 -13.154 3 0 3 -0.021 9 -0.023 43 max 4278.638 13 -3.335 14 1.945 14 0 14 0.001 6 0.014 1

    min -5897.596 4 -19.826 3 -10.378 3 0 3 -0.022 9 -0.023 44 max 4283.661 13 -2.036 6 1.945 14 0 14 0.001 14 0.014 1

    min -5895.869 4 -10.695 9 -7.601 3 0 3 -0.023 3 -0.023 45 max 4288.685 13 4.795 1 2.266 11 0 14 0.001 6 0.014 1

    min -5894.142 4 -4.125 8 -5.145 5 0 3 -0.024 9 -0.023 4M33 1 max 4209.101 13 -3.648 14 1.075 11 0 14 0.001 14 0.011 1

    min -5868.8 4 -34.522 3 -5.566 1 0 3 -0.022 3 -0.024 42 max 4219.986 13 -2.639 14 7.091 11 0 14 0.001 14 0.012 1

    min -5865.058 4 -12.934 3 -5.566 1 0 3 -0.025 3 -0.023 4

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 9

    Company : FFE Minerals May 23, 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 4230.871 13 9.253 1 13.107 11 0 14 0 14 0.012 13

    min -5861.315 4 -1.629 14 -5.566 1 0 3 -0.024 3 -0.022 44 max 4241.756 13 30.243 3 19.123 11 0 14 0 14 0.01 13

    min -5857.573 4 -0.619 14 -5.566 1 0 3 -0.021 3 -0.021 45 max 4252.641 13 51.832 3 25.139 11 0 14 0.001 6 0.007 13

    min -5853.831 4 0.391 14 -5.566 1 0 3 -0.015 9 -0.021 4M81 1 max 4230.487 13 17.769 3 6.547 5 0 3 0.001 14 0.012 13

    min -6055.865 4 -1.22 14 -2.255 11 0 14 -0.028 3 -0.026 42 max 4234.171 13 25.076 3 7.443 3 0 3 0.001 6 0.012 13

    min -6054.598 4 -0.878 14 -1.115 14 0 14 -0.027 9 -0.026 43 max 4237.855 13 32.383 3 9.48 3 0 3 0.002 6 0.011 13

    min -6053.332 4 -0.536 14 -1.115 14 0 14 -0.026 9 -0.027 44 max 4241.539 13 39.69 3 11.516 3 0 3 0.002 6 0.011 13

    min -6052.065 4 -0.194 14 -1.115 14 0 14 -0.025 9 -0.027 45 max 4245.223 13 46.997 3 13.552 3 0 3 0.003 6 0.01 13

    min -6050.798 4 0.147 14 -1.115 14 0 14 -0.024 9 -0.028 4M30 1 max 4199.604 13 -4.736 14 7.863 1 0 3 0.001 14 0.007 1

    min -6066.287 4 -42.69 3 -20.563 11 0 14 -0.021 3 -0.024 42 max 4206.805 13 -4.068 14 7.863 1 0 3 0.001 14 0.009 1

    min -6063.812 4 -28.408 3 -16.583 11 0 14 -0.025 3 -0.024 43 max 4214.006 13 -3.4 14 7.863 1 0 3 0.001 14 0.011 1

    min -6061.336 4 -14.127 3 -12.603 11 0 14 -0.027 3 -0.025 44 max 4221.207 13 3.136 1 7.863 1 0 3 0.001 14 0.012 1

    min -6058.86 4 -4.312 13 -8.624 11 0 14 -0.028 3 -0.025 45 max 4228.408 13 14.437 3 7.863 1 0 3 0.001 14 0.012 13

    min -6056.385 4 -2.064 14 -4.644 11 0 14 -0.028 3 -0.026 4M77 1 max 4114.316 13 12.419 1 15.193 4 0 14 0.001 14 0.009 13

    min -5843.174 4 -6.884 9 -3.437 1 0 3 -0.022 3 -0.018 42 max 4122.355 13 24.186 1 19.636 4 0 14 0.001 14 0.008 13

    min -5840.41 4 -3.573 11 -3.437 1 0 3 -0.02 3 -0.017 43 max 4130.393 13 35.954 1 24.078 4 0 14 0.001 6 0.007 13

    min -5837.647 4 -1.308 11 -3.437 1 0 3 -0.016 9 -0.017 44 max 4138.431 13 50.493 3 28.521 4 0 14 0.002 4 0.007 14

    min -5834.883 4 -0.115 14 -3.437 1 0 3 -0.013 13 -0.018 35 max 4146.469 13 66.435 3 32.964 4 0 14 0.008 4 0.007 14

    min -5832.119 4 0.631 14 -3.437 1 0 3 -0.01 13 -0.02 3M29 1 max 4068.82 13 -5.427 14 0.99 14 0 3 0.002 6 0.008 1

    min -6205.518 4 -41.449 3 -17.846 3 0 1 -0.02 9 -0.024 42 max 4079.705 13 -3.1 11 0.99 14 0 3 0.001 14 0.01 1

    min -6201.775 4 -21.178 5 -11.83 3 0 1 -0.025 3 -0.024 43 max 4090.59 13 3.447 4 0.99 14 0 3 0.001 14 0.01 1

    min -6198.033 4 -5.127 13 -5.814 3 0 1 -0.027 3 -0.024 44 max 4101.476 13 23.316 3 5.997 11 0 3 0.001 6 0.01 13

    min -6194.291 4 -2.398 14 -4.806 5 0 1 -0.026 9 -0.025 45 max 4112.361 13 44.905 3 12.014 11 0 3 0.002 6 0.008 13

    min -6190.549 4 -1.388 14 -4.806 5 0 1 -0.023 9 -0.026 4M34 1 max 4100.85 13 -2.488 6 10.94 11 0 14 0.001 14 0.008 1

    min -5847.609 4 -25.016 9 -6.783 5 0 3 -0.022 3 -0.02 42 max 4103.697 13 -0.337 6 12.513 11 0 14 0.001 14 0.008 1

    min -5846.63 4 -21.257 9 -6.783 5 0 3 -0.022 3 -0.019 43 max 4106.544 13 1.814 6 14.087 11 0 14 0.001 14 0.008 1

    min -5845.651 4 -17.498 9 -6.783 5 0 3 -0.022 3 -0.019 44 max 4109.391 13 5.871 1 15.66 11 0 14 0.001 14 0.008 13

    min -5844.672 4 -13.738 9 -6.783 5 0 3 -0.022 3 -0.018 4

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 10

    Company : FFE Minerals May 23, 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 4112.238 13 10.038 1 17.234 11 0 14 0.001 14 0.009 13

    min -5843.694 4 -9.979 9 -6.783 5 0 3 -0.022 3 -0.018 4M400 1 max 4042.949 13 131.854 11 21.146 1 0 11 0.002 7 0.039 11

    min -3324.664 4 -29.125 7 -0.69 11 0 5 -0.039 9 -0.016 12 max 4043.753 13 132.246 11 20.226 1 0 11 0.001 7 0.031 11

    min -3324.463 4 -27.305 7 -1.15 11 0 5 -0.031 9 -0.014 23 max 4044.557 13 132.638 11 19.305 1 0 11 0 7 0.024 11

    min -3324.262 4 -25.485 7 -1.696 4 0 5 -0.023 9 -0.012 24 max 4045.361 13 133.029 11 18.385 1 0 11 -0.001 8 0.016 11

    min -3324.061 4 -23.665 7 -2.249 4 0 5 -0.015 3 -0.011 55 max 4046.164 13 133.421 11 17.464 1 0 11 -0.002 14 0.008 11

    min -3323.86 4 -23.534 1 -2.801 4 0 5 -0.007 3 -0.01 5M298 1 max 4030.333 13 58.691 2 29.23 1 0 13 0.034 11 -0.005 7

    min -3842.315 4 -328.347 11 3.456 11 -0.001 4 -0.021 1 -0.041 92 max 4031.137 13 58.691 2 28.31 1 0 13 0.016 11 -0.005 14

    min -3842.114 4 -327.955 11 2.996 11 -0.001 4 -0.016 1 -0.022 33 max 4031.941 13 58.691 2 27.389 1 0 13 -0.001 14 0.006 11

    min -3841.913 4 -327.563 11 2.536 11 -0.001 4 -0.013 3 -0.015 54 max 4032.745 13 58.691 2 26.469 1 0 13 -0.001 8 0.025 11

    min -3841.712 4 -327.171 11 2.076 11 -0.001 4 -0.027 3 -0.016 15 max 4033.548 13 58.691 2 25.548 1 0 13 0.002 7 0.044 11

    min -3841.51 4 -326.78 11 1.615 11 -0.001 4 -0.042 9 -0.017 1M602A 1 max 3951.102 9 32.531 3 -2.117 14 0.001 3 0.013 3 0.008 6

    min -6387.259 6 -3.641 14 -84.039 3 0 14 0 14 -0.009 92 max 3956.333 9 26.515 3 -1.107 14 0.001 3 0.012 4 0.006 6

    min -6377.863 6 -3.641 14 -62.45 3 0 14 -0.005 13 -0.018 93 max 3961.565 9 20.499 3 -0.097 14 0.001 3 0.012 4 0.005 6

    min -6368.468 6 -3.641 14 -40.862 3 0 14 -0.008 13 -0.025 94 max 3966.797 9 14.482 3 0.964 6 0.001 3 0.012 4 0.005 6

    min -6359.072 6 -3.641 14 -19.325 9 0 14 -0.01 13 -0.03 95 max 3972.029 9 8.466 3 14.039 1 0.001 3 0.013 4 0.005 6

    min -6349.676 6 -3.641 14 -4.951 9 0 14 -0.011 13 -0.032 9M102 1 max 3886.961 13 4.411 1 10.202 5 0 14 0.005 11 0.015 1

    min -5862.142 4 -16.319 9 -19.846 11 0 3 -0.025 5 -0.008 42 max 3897.846 13 20.347 1 10.202 5 0 14 0.002 11 0.014 1

    min -5858.4 4 -7.232 11 -13.83 11 0 3 -0.023 5 -0.009 43 max 3908.731 13 36.282 1 10.202 5 0 14 0 14 0.011 1

    min -5854.658 4 -4.164 11 -7.814 11 0 3 -0.02 3 -0.011 44 max 3919.616 13 52.511 5 10.363 3 0 14 0 14 0.008 13

    min -5850.915 4 -1.097 11 -1.958 14 0 3 -0.014 3 -0.013 45 max 3930.501 13 73.156 3 16.379 3 0 14 0.003 6 0.006 14

    min -5847.173 4 0.857 14 -1.958 14 0 3 -0.009 9 -0.016 3M83 1 max 3906.401 13 30.642 3 0.012 14 0 3 0.002 6 0.011 13

    min -6340.409 4 -1.325 14 -9.862 3 0 14 -0.027 9 -0.028 42 max 3907.909 13 33.631 3 0.012 14 0 3 0.003 6 0.011 13

    min -6339.89 4 -1.185 14 -9.029 3 0 14 -0.027 9 -0.029 43 max 3909.416 13 36.621 3 0.012 14 0 3 0.003 6 0.011 13

    min -6339.372 4 -1.045 14 -8.196 3 0 14 -0.027 9 -0.029 44 max 3910.923 13 39.61 3 0.012 14 0 3 0.003 6 0.01 13

    min -6338.854 4 -0.905 14 -7.363 3 0 14 -0.027 9 -0.029 45 max 3912.43 13 42.599 3 0.012 14 0 3 0.003 6 0.01 13

    min -6338.336 4 -0.765 14 -6.53 3 0 14 -0.026 9 -0.03 4M28 1 max 3866.811 13 -5.648 14 4.018 14 0 3 0.004 6 0.009 1

    min -6353.825 4 -47.088 3 -30.781 3 0 14 -0.017 9 -0.024 4

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 11

    Company : FFE Minerals May 23, 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 3876.189 13 -4.778 14 4.018 14 0 3 0.002 6 0.011 1

    min -6350.601 4 -28.489 3 -25.598 3 0 14 -0.022 9 -0.024 43 max 3885.567 13 -2.047 4 4.018 14 0 3 0.002 6 0.012 1

    min -6347.377 4 -11.751 13 -20.415 3 0 14 -0.025 9 -0.025 44 max 3894.945 13 8.71 3 4.018 14 0 3 0.002 6 0.012 1

    min -6344.153 4 -3.038 14 -15.232 3 0 14 -0.027 9 -0.027 45 max 3904.323 13 27.309 3 4.018 14 0 3 0.002 6 0.011 13

    min -6340.928 4 -2.168 14 -10.048 3 0 14 -0.027 9 -0.028 4M308 1 max 3660.137 13 3.292 4 32.343 3 0 9 -0.002 8 0.003 11

    min -3816.876 4 -19.326 8 1.967 14 0 1 -0.011 1 -0.016 52 max 3661.745 13 4.075 4 29.766 3 0 9 -0.002 11 0.003 11

    min -3816.474 4 -15.686 8 1.315 14 0 1 -0.008 1 -0.013 53 max 3663.352 13 4.859 4 27.701 1 0 9 -0.002 4 0.004 11

    min -3816.072 4 -12.046 8 0.662 14 0 1 -0.005 13 -0.009 54 max 3664.96 13 5.642 4 25.86 1 0 9 0 4 0.004 11

    min -3815.67 4 -8.406 8 0.01 14 0 1 -0.004 13 -0.006 55 max 3666.567 13 6.426 4 24.019 1 0 9 0.002 4 0.003 11

    min -3815.268 4 -7.685 13 -0.643 14 0 1 -0.004 13 -0.003 2M184 1 max 3616.978 13 -1.558 14 10.975 5 0 14 0.001 14 0.009 1

    min -5883.463 4 -23.575 3 -15.702 11 -0.001 3 -0.019 3 -0.016 42 max 3627.193 13 3.671 1 10.975 5 0 14 0.001 14 0.01 1

    min -5879.951 4 -4.641 9 -10.057 11 -0.001 3 -0.02 3 -0.016 43 max 3637.408 13 18.625 1 10.975 5 0 14 0 6 0.01 13

    min -5876.439 4 0.124 11 -4.411 11 -0.001 3 -0.019 9 -0.017 44 max 3647.624 13 37.205 3 15.568 3 0 14 0.002 6 0.009 13

    min -5872.927 4 1.285 14 -3.358 14 -0.001 3 -0.016 9 -0.018 45 max 3657.839 13 57.465 3 21.214 3 0 14 0.004 6 0.007 13

    min -5869.415 4 2.233 14 -3.358 14 -0.001 3 -0.012 9 -0.019 4M563A 1 max 3599.472 13 -5.657 14 4.109 1 0.001 3 0.004 6 0.007 1

    min -6548.001 4 -45.634 3 -35.239 3 0 14 -0.01 9 -0.017 42 max 3610.357 13 -3.896 11 4.109 1 0.001 3 0.003 6 0.01 1

    min -6544.258 4 -24.796 5 -29.223 3 0 14 -0.017 9 -0.019 43 max 3621.242 13 1.349 4 4.109 1 0.001 3 0.002 6 0.012 1

    min -6540.516 4 -7.443 13 -23.207 3 0 14 -0.021 9 -0.022 44 max 3632.127 13 19.132 3 4.109 1 0.001 3 0.003 6 0.012 13

    min -6536.774 4 -2.627 14 -17.19 3 0 14 -0.023 9 -0.025 45 max 3643.012 13 40.72 3 4.109 1 0.001 3 0.004 6 0.011 13

    min -6533.031 4 -1.618 14 -11.174 3 0 14 -0.023 9 -0.028 4M126 1 max 3612.22 13 -2.649 14 7.269 5 0 14 0.001 14 0.009 1

    min -5884.904 4 -32.225 3 -20.152 11 -0.001 3 -0.017 3 -0.016 42 max 3612.89 13 -2.587 14 7.269 5 0 14 0.001 14 0.009 1

    min -5884.674 4 -30.896 3 -19.781 11 -0.001 3 -0.018 3 -0.016 43 max 3613.559 13 -2.525 14 7.269 5 0 14 0.001 14 0.009 1

    min -5884.444 4 -29.568 3 -19.411 11 -0.001 3 -0.018 3 -0.016 44 max 3614.229 13 -2.463 14 7.269 5 0 14 0.001 14 0.009 1

    min -5884.213 4 -28.239 3 -19.041 11 -0.001 3 -0.018 3 -0.016 45 max 3614.899 13 -2.401 14 7.269 5 0 14 0.001 14 0.009 1

    min -5883.983 4 -26.911 3 -18.671 11 -0.001 3 -0.019 3 -0.016 4M317 1 max 3567.444 9 127.609 3 35.462 13 0 14 0.005 14 0.015 5

    min -509.517 6 -8.645 14 -50.04 4 -0.001 3 -0.029 3 0 112 max 3567.88 9 126.32 3 35.462 13 0 14 0.005 14 0.013 13

    min -508.948 6 -8.971 14 -50.432 4 -0.001 3 -0.023 3 -0.006 43 max 3568.315 9 125.031 3 35.462 13 0 14 0.007 13 0.011 13

    min -508.379 6 -9.297 14 -50.824 4 -0.001 3 -0.019 4 -0.012 4

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 12

    Cesar Jimenez VHOJA : 23

  • Company : FFE Minerals May 23, 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 3568.751 9 123.742 3 35.462 13 0 14 0.012 13 0.01 13

    min -507.81 6 -9.623 14 -51.216 4 -0.001 3 -0.019 4 -0.019 45 max 3569.186 9 122.454 3 35.462 13 0 14 0.017 13 0.01 13

    min -507.241 6 -9.95 14 -51.608 4 -0.001 3 -0.018 4 -0.025 4M181 1 max 3441.762 9 1.261 1 51.104 3 0 14 0.007 4 0.001 14

    min -3224.8 6 -13.384 3 -1.663 14 -0.001 3 -0.007 13 -0.024 32 max 3443.533 9 1.261 1 58.41 3 0 14 0.007 4 0.001 6

    min -3221.619 6 -15.42 3 -1.321 14 -0.001 3 -0.006 13 -0.021 93 max 3445.304 9 1.261 1 65.717 3 0 14 0.008 4 0.002 6

    min -3218.439 6 -17.457 3 -0.979 14 -0.001 3 -0.005 13 -0.019 94 max 3447.075 9 1.261 1 73.024 3 0 14 0.008 4 0.003 6

    min -3215.259 6 -19.493 3 -0.637 14 -0.001 3 -0.003 13 -0.017 95 max 3448.845 9 1.261 1 80.331 3 0 14 0.01 3 0.004 6

    min -3212.079 6 -21.529 3 -0.296 14 -0.001 3 -0.002 14 -0.014 9M137 1 max 3426.792 9 4.141 14 -2.841 11 0 14 0.008 4 0.004 14

    min -3251.134 6 -7.706 3 -11.694 5 -0.001 3 -0.009 13 -0.035 32 max 3430.253 9 4.141 14 4.926 3 0 14 0.007 4 0.003 14

    min -3244.918 6 -11.686 3 -4.51 14 -0.001 3 -0.009 13 -0.034 33 max 3433.714 9 4.141 14 19.207 3 0 14 0.007 4 0.003 14

    min -3238.703 6 -15.666 3 -3.842 14 -0.001 3 -0.009 13 -0.032 34 max 3437.175 9 4.141 14 33.489 3 0 14 0.007 4 0.002 14

    min -3232.487 6 -19.646 3 -3.174 14 -0.001 3 -0.008 13 -0.029 35 max 3440.636 9 4.141 14 47.771 3 0 14 0.007 4 0.001 14

    min -3226.272 6 -23.626 3 -2.506 14 -0.001 3 -0.007 13 -0.024 3M584A 1 max 3310.523 13 6.986 1 7.991 1 0.001 3 0.002 6 0.009 13

    min -6755.167 4 -7.721 13 -38.02 11 0 14 -0.017 9 -0.017 42 max 3314.208 13 12.38 1 7.991 1 0.001 3 0.002 6 0.009 13

    min -6753.901 4 -6.231 14 -35.983 11 0 14 -0.018 9 -0.019 43 max 3317.892 13 19.563 3 7.991 1 0.001 3 0.002 6 0.009 13

    min -6752.634 4 -5.89 14 -33.947 11 0 14 -0.019 9 -0.02 44 max 3321.576 13 26.87 3 7.991 1 0.001 3 0.003 6 0.009 13

    min -6751.367 4 -5.548 14 -31.911 11 0 14 -0.02 9 -0.022 45 max 3325.26 13 34.176 3 7.991 1 0.001 3 0.004 6 0.009 13

    min -6750.101 4 -5.206 14 -29.875 11 0 14 -0.021 9 -0.024 4M309 1 max 3318.04 13 2.415 4 24.043 1 0 14 0.001 4 0.004 11

    min -4281.554 4 -8.499 8 -1.153 11 0 3 -0.01 13 -0.011 22 max 3319.647 13 3.199 4 22.202 1 0 14 0.002 4 0.004 11

    min -4281.152 4 -8.147 13 -2.073 11 0 3 -0.009 13 -0.009 23 max 3321.255 13 3.983 4 20.361 1 0 14 0.002 4 0.003 11

    min -4280.75 4 -8.147 13 -2.994 11 0 3 -0.008 13 -0.006 24 max 3322.862 13 5.502 7 18.52 1 0 14 0.003 4 0.003 9

    min -4280.348 4 -8.147 13 -3.914 11 0 3 -0.008 13 -0.004 25 max 3324.47 13 9.142 7 16.679 1 0 14 0.004 4 0.005 13

    min -4279.946 4 -8.147 13 -4.834 11 0 3 -0.008 13 -0.003 4M182 1 max 3315.112 13 55.253 3 27.946 3 0 14 0.004 6 0.009 13

    min -5936.053 4 2.264 14 -6.027 14 -0.001 3 -0.009 9 -0.016 42 max 3316.62 13 58.242 3 28.779 3 0 14 0.004 6 0.008 13

    min -5935.535 4 2.404 14 -6.027 14 -0.001 3 -0.008 9 -0.016 43 max 3318.127 13 61.232 3 29.612 3 0 14 0.004 6 0.008 13

    min -5935.016 4 2.544 14 -6.027 14 -0.001 3 -0.007 9 -0.016 44 max 3319.634 13 64.221 3 30.445 3 0 14 0.005 6 0.007 13

    min -5934.498 4 2.684 14 -6.027 14 -0.001 3 -0.006 9 -0.016 45 max 3321.141 13 67.21 3 31.278 3 0 14 0.005 2 0.007 13

    min -5933.98 4 2.824 14 -6.027 14 -0.001 3 -0.005 9 -0.017 4

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 13

    Company : FFE Minerals May 23, 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)M127 1 max 3275.522 13 -2.059 14 5.043 5 0 14 0.001 14 0.012 1

    min -5949.469 4 -22.477 3 -3.867 11 -0.001 3 -0.017 3 -0.017 42 max 3284.9 13 3.639 1 8.564 3 0 14 0 6 0.013 1

    min -5946.245 4 -5.285 9 -2.205 14 -0.001 3 -0.018 9 -0.016 43 max 3294.278 13 17.368 1 13.747 3 0 14 0.001 6 0.012 13

    min -5943.021 4 -0.456 11 -2.205 14 -0.001 3 -0.017 9 -0.016 44 max 3303.656 13 33.321 3 18.93 3 0 14 0.002 6 0.011 13

    min -5939.797 4 0.551 14 -2.205 14 -0.001 3 -0.014 9 -0.016 45 max 3313.034 13 51.921 3 24.113 3 0 14 0.004 6 0.009 13

    min -5936.573 4 1.421 14 -2.205 14 -0.001 3 -0.01 9 -0.016 4M562A 1 max 3279.641 13 -10.089 14 9.495 1 0.001 3 0.012 4 0.001 14

    min -6765.59 4 -55.511 3 -46.653 3 0 14 -0.006 13 -0.011 72 max 3286.842 13 -9.421 14 9.495 1 0.001 3 0.007 4 0.004 1

    min -6763.114 4 -41.229 3 -42.673 3 0 14 -0.009 13 -0.01 43 max 3294.043 13 -8.137 11 9.495 1 0.001 3 0.003 4 0.006 1

    min -6760.638 4 -27.564 5 -38.693 3 0 14 -0.011 13 -0.012 44 max 3301.244 13 -2.134 4 9.495 1 0.001 3 0.002 6 0.008 1

    min -6758.163 4 -18.617 13 -34.713 3 0 14 -0.013 9 -0.014 45 max 3308.445 13 4.668 4 9.495 1 0.001 3 0.002 6 0.009 13

    min -6755.687 4 -10.469 13 -30.733 3 0 14 -0.017 9 -0.017 4M291 1 max 3303.786 13 1115.25 11 19.929 11 0.001 11 0.001 14 0.118 11

    min -4109.12 4 -76.345 5 -145.452 1 -0.001 5 -0.135 3 -0.047 52 max 3304.59 13 1115.642 11 19.469 11 0.001 11 -0.001 14 0.055 11

    min -4108.919 4 -76.345 5 -146.373 1 -0.001 5 -0.08 3 -0.051 53 max 3305.393 13 1116.034 11 19.008 11 0.001 11 0.008 11 -0.005 14

    min -4108.718 4 -76.345 5 -147.293 1 -0.001 5 -0.039 1 -0.056 34 max 3306.197 13 1116.426 11 18.548 11 0.001 11 0.073 11 -0.008 14

    min -4108.517 4 -76.345 5 -148.214 1 -0.001 5 -0.05 1 -0.12 35 max 3307.001 13 1116.817 11 18.088 11 0.001 11 0.138 11 -0.01 14

    min -4108.316 4 -76.345 5 -149.134 1 -0.001 5 -0.062 1 -0.184 3M212 1 max 3143.992 13 51.621 5 18.156 11 0.001 1 0.01 3 0.004 14

    min -2694.38 4 -468.192 11 -134.523 1 -0.001 11 0 14 -0.007 32 max 3144.796 13 51.621 5 17.696 11 0.001 1 0.003 13 0.03 11

    min -2694.179 4 -467.801 11 -135.444 1 -0.001 11 -0.023 4 -0.014 53 max 3145.6 13 51.621 5 17.236 11 0.001 1 0.001 13 0.058 11

    min -2693.978 4 -467.409 11 -136.364 1 -0.001 11 -0.051 4 -0.024 54 max 3146.403 13 51.621 5 16.776 11 0.001 1 -0.001 13 0.085 11

    min -2693.777 4 -467.017 11 -137.285 1 -0.001 11 -0.079 4 -0.035 55 max 3147.207 13 51.621 5 16.315 11 0.001 1 -0.003 13 0.113 11

    min -2693.576 4 -466.625 11 -138.205 1 -0.001 11 -0.107 4 -0.045 5M18 1 max 3135.919 11 12.862 14 7.363 11 0 4 0.017 5 0.012 9

    min -8813.983 5 -120.193 3 -28.42 1 0 1 -0.016 11 0.002 62 max 3136.087 11 12.862 14 6.903 11 0 4 0.014 13 0.017 9

    min -8813.146 5 -119.801 3 -29.341 1 0 1 -0.019 4 0.002 63 max 3136.254 11 12.862 14 6.443 11 0 4 0.011 13 0.022 3

    min -8812.309 5 -119.409 3 -30.261 1 0 1 -0.024 4 0.002 144 max 3136.422 11 12.862 14 5.983 11 0 4 0.009 13 0.028 3

    min -8811.472 5 -119.017 3 -31.182 1 0 1 -0.028 4 0.001 145 max 3136.589 11 12.862 14 5.522 11 0 4 0.006 14 0.034 3

    min -8810.635 5 -118.626 3 -32.102 1 0 1 -0.033 3 0 14M17 1 max 3114.873 11 0.651 14 3.481 11 0 14 0.019 1 0.009 9

    min -8912.317 5 -28.858 3 -6.881 1 -0.001 3 -0.013 11 -0.001 62 max 3115.208 11 0.651 14 2.561 11 0 14 0.016 13 0.011 9

    min -8910.642 5 -28.074 3 -8.722 1 -0.001 3 -0.014 4 -0.001 6

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 14

    Company : FFE Minerals May 23, 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 3115.543 11 0.651 14 1.64 11 0 14 0.014 13 0.013 9

    min -8908.968 5 -27.291 3 -10.563 1 -0.001 3 -0.015 4 0 64 max 3115.878 11 0.651 14 0.72 11 0 14 0.011 13 0.015 9

    min -8907.293 5 -26.507 3 -12.404 1 -0.001 3 -0.017 4 0 65 max 3116.213 11 3.409 8 -0.201 11 0 14 0.008 13 0.016 9

    min -8905.619 5 -25.723 3 -14.244 1 -0.001 3 -0.018 4 0.001 6M16 1 max 3103.509 11 0.981 14 5.353 11 0 3 0.03 5 0.003 11

    min -8890.019 5 -33.634 7 -9.536 1 0 14 -0.013 11 -0.009 22 max 3103.844 11 0.981 14 4.432 11 0 3 0.027 5 0.004 11

    min -8888.345 5 -30.954 3 -11.377 1 0 14 -0.013 11 -0.007 23 max 3104.179 11 0.981 14 3.512 11 0 3 0.022 5 0.005 9

    min -8886.67 5 -30.17 3 -13.218 1 0 14 -0.013 11 -0.005 24 max 3104.514 11 0.981 14 2.591 11 0 3 0.018 13 0.007 9

    min -8884.996 5 -29.387 3 -15.059 1 0 14 -0.013 4 -0.004 25 max 3104.849 11 0.981 14 1.671 11 0 3 0.015 13 0.009 9

    min -8883.321 5 -28.603 3 -16.9 1 0 14 -0.014 4 -0.003 6M15 1 max 3089.423 11 91.608 5 2.914 14 0 5 0.005 14 0.025 5

    min -8775.459 5 -24.422 11 -7.227 1 0 11 -0.012 3 -0.006 112 max 3089.758 11 91.608 5 2.261 14 0 5 0.009 13 0.015 13

    min -8773.784 5 -23.639 11 -9.068 1 0 11 -0.01 4 -0.004 43 max 3090.093 11 91.608 5 1.609 14 0 5 0.016 13 0.007 13

    min -8772.11 5 -22.855 11 -10.909 1 0 11 -0.009 4 -0.005 44 max 3090.428 11 91.608 5 0.956 14 0 5 0.024 5 0.002 14

    min -8770.435 5 -22.071 11 -12.75 1 0 11 -0.01 11 -0.01 25 max 3090.763 11 91.608 5 0.304 14 0 5 0.033 5 0.005 11

    min -8768.761 5 -21.288 11 -14.869 3 0 11 -0.013 11 -0.021 5M93 1 max 3089.515 11 94.96 5 2.681 14 0.001 11 0.006 11 0.046 5

    min -8646.531 1 -25.225 11 -19.243 3 0 2 -0.025 5 -0.01 112 max 3089.682 11 94.96 5 2.355 14 0.001 11 0.005 14 0.04 5

    min -8646.196 1 -24.833 11 -20.532 3 0 2 -0.021 3 -0.009 113 max 3089.85 11 94.96 5 2.029 14 0.001 11 0.005 14 0.033 5

    min -8645.861 1 -24.441 11 -21.821 3 0 2 -0.018 3 -0.008 114 max 3090.017 11 94.96 5 1.702 14 0.001 11 0.005 14 0.027 5

    min -8645.526 1 -24.049 11 -23.109 3 0 2 -0.015 3 -0.007 115 max 3090.185 11 94.96 5 1.376 14 0.001 11 0.005 14 0.021 5

    min -8645.191 1 -23.657 11 -24.398 3 0 2 -0.012 3 -0.006 11M310 1 max 3036.438 13 28.576 9 21.647 1 0 9 0.005 4 0.003 14

    min -4711.691 4 -15.813 2 0.599 14 0 1 -0.014 13 -0.01 22 max 3038.046 13 29.359 9 19.806 1 0 9 0.005 4 0.001 14

    min -4711.289 4 -15.813 2 -0.054 14 0 1 -0.01 13 -0.006 33 max 3039.653 13 30.143 9 17.965 1 0 9 0.006 4 0 14

    min -4710.887 4 -15.813 2 -0.706 14 0 1 -0.006 13 -0.005 34 max 3041.261 13 30.927 9 16.124 1 0 9 0.007 11 0.002 1

    min -4710.485 4 -15.813 2 -1.359 14 0 1 -0.003 5 -0.006 95 max 3042.868 13 31.71 9 14.283 1 0 9 0.01 9 0.005 2

    min -4710.083 4 -15.813 2 -2.011 14 0 1 -0.003 6 -0.009 9M292 1 max 3002.914 9 30.79 14 65.135 11 0 1 0.042 3 0.003 14

    min -1046.431 2 -357.818 3 -62.847 5 0 3 -0.004 14 -0.032 32 max 3003.349 9 30.464 14 64.743 11 0 1 0.023 9 0.005 1

    min -1046.096 2 -359.107 3 -62.847 5 0 3 -0.004 6 -0.014 43 max 3003.785 9 30.137 14 64.351 11 0 1 0.007 9 0.011 5

    min -1045.761 2 -360.396 3 -62.847 5 0 3 -0.006 6 -0.002 114 max 3004.22 9 29.811 14 63.959 11 0 1 0.002 14 0.03 3

    min -1045.426 2 -361.685 3 -62.847 5 0 3 -0.02 3 -0.002 14

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 15

    Company : FFE Minerals May 23, 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 3004.656 9 29.485 14 63.568 11 0 1 0.004 14 0.05 3

    min -1045.091 2 -362.973 3 -62.847 5 0 3 -0.042 3 -0.003 14M92 1 max 2935.559 11 144.543 4 4.271 11 0 14 0.006 14 0.038 3

    min -8904.78 5 -16.707 13 -35.764 1 -0.001 3 -0.039 3 0 142 max 2935.726 11 144.935 4 3.811 11 0 14 0.006 14 0.029 3

    min -8903.943 5 -16.707 13 -36.684 1 -0.001 3 -0.033 3 0.001 143 max 2935.894 11 145.326 4 3.351 11 0 14 0.005 14 0.02 3

    min -8903.106 5 -16.707 13 -37.605 1 -0.001 3 -0.027 3 0.001 144 max 2936.061 11 145.718 4 2.89 11 0 14 0.005 14 0.016 13

    min -8902.269 5 -16.707 13 -38.525 1 -0.001 3 -0.021 3 -0.004 45 max 2936.229 11 146.11 4 2.43 11 0 14 0.004 14 0.015 13

    min -8901.431 5 -16.707 13 -39.446 1 -0.001 3 -0.014 3 -0.013 4M128 1 max 2886.136 13 -0.809 14 -0.815 5 0 14 0.001 14 0.011 1

    min -6022.302 4 -25.878 3 -9.519 11 -0.001 3 -0.017 3 -0.018 42 max 2897.021 13 7.636 1 -0.773 3 0 14 0 14 0.01 13

    min -6018.56 4 -6.492 9 -5.433 1 -0.001 3 -0.019 3 -0.017 43 max 2907.906 13 23.571 1 5.243 3 0 14 0 6 0.009 13

    min -6014.818 4 -3.053 11 -5.433 1 -0.001 3 -0.018 9 -0.018 44 max 2918.791 13 41.093 5 11.259 3 0 14 0.002 6 0.007 13

    min -6011.075 4 0.015 11 -5.433 1 -0.001 3 -0.016 9 -0.018 45 max 2929.676 13 60.624 5 17.275 3 0 14 0.004 6 0.004 14

    min -6007.333 4 3.082 11 -5.433 1 -0.001 3 -0.011 9 -0.02 3M390 1 max 2923.308 13 56.354 2 13.776 1 0 11 0.019 9 0.007 2

    min -4801.651 4 -148.906 9 -1.163 11 0 5 -0.008 2 -0.021 92 max 2924.112 13 56.354 2 12.855 1 0 11 0.011 9 0.004 2

    min -4801.45 4 -148.514 9 -1.624 11 0 5 -0.004 2 -0.012 93 max 2924.916 13 56.354 2 11.935 1 0 11 0.003 8 0.002 4

    min -4801.249 4 -148.123 9 -2.084 11 0 5 -0.001 6 -0.005 134 max 2925.719 13 56.354 2 11.015 1 0 11 0.003 1 0.006 11

    min -4801.048 4 -147.731 9 -2.544 11 0 5 -0.006 9 -0.003 55 max 2926.523 13 56.354 2 10.094 1 0 11 0.007 2 0.014 11

    min -4800.847 4 -147.339 9 -3.185 9 0 5 -0.015 9 -0.004 2M634A 1 max 2892.71 13 1.324 4 11.404 11 0 3 0.002 6 0.006 13

    min -7022.858 4 -22.622 13 -6.67 5 0 14 -0.015 9 -0.015 42 max 2900.748 13 8.916 4 15.846 11 0 3 0.002 6 0.007 13

    min -7020.094 4 -13.526 13 -6.67 5 0 14 -0.015 9 -0.014 43 max 2908.787 13 17.649 3 20.289 11 0 3 0.003 4 0.007 13

    min -7017.331 4 -5.571 14 -6.67 5 0 14 -0.015 13 -0.014 44 max 2916.825 13 33.592 3 24.732 11 0 3 0.007 4 0.007 13

    min -7014.567 4 -4.826 14 -6.67 5 0 14 -0.016 13 -0.014 45 max 2924.863 13 49.534 3 29.174 11 0 3 0.011 4 0.007 14

    min -7011.804 4 -4.08 14 -6.67 5 0 14 -0.015 13 -0.015 3M588A 1 max 2901.843 11 143.874 3 6.489 8 0 14 0.002 14 0.061 3

    min -7502.467 1 -1.836 14 -9.749 2 -0.001 3 -0.058 3 0.001 142 max 2902.011 11 144.265 3 5.66 8 0 14 0.002 14 0.053 9

    min -7502.132 1 -1.836 14 -10.669 2 -0.001 3 -0.05 3 0.001 63 max 2902.178 11 144.657 3 5.054 11 0 14 0.002 14 0.046 9

    min -7501.797 1 -1.836 14 -11.59 2 -0.001 3 -0.043 3 0 64 max 2902.346 11 145.049 3 4.594 11 0 14 0.004 13 0.038 9

    min -7501.462 1 -1.836 14 -12.51 2 -0.001 3 -0.036 4 -0.002 65 max 2902.513 11 145.441 3 4.133 11 0 14 0.006 13 0.031 9

    min -7501.127 1 -1.836 14 -13.431 2 -0.001 3 -0.031 4 -0.003 6M598A 1 max 2879.244 13 -5.501 11 3.137 14 0 3 0.003 6 0.003 14

    min -7027.293 4 -43.615 5 -15.943 3 0 14 -0.01 9 -0.015 3

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 16

    Cesar Jimenez VHOJA : 24

  • Company : FFE Minerals May 23, 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 2882.091 13 -4.699 11 3.137 14 0 3 0.003 6 0.004 13

    min -7026.314 4 -38.507 5 -14.369 3 0 14 -0.011 9 -0.015 43 max 2884.938 13 -3.896 11 3.137 14 0 3 0.003 6 0.005 13

    min -7025.335 4 -33.399 5 -12.796 3 0 14 -0.013 9 -0.015 44 max 2887.785 13 -2.794 4 3.137 14 0 3 0.002 6 0.005 13

    min -7024.357 4 -28.591 13 -11.222 3 0 14 -0.014 9 -0.015 45 max 2890.631 13 -0.105 4 3.137 14 0 3 0.002 6 0.006 13

    min -7023.378 4 -25.37 13 -9.649 3 0 14 -0.014 9 -0.015 4M555A 1 max 2880.37 11 138.723 3 9.497 5 0.001 3 0.005 1 0.036 9

    min -7898.122 1 -2.978 14 2.853 11 0 14 -0.037 4 -0.003 62 max 2880.705 11 139.507 3 7.188 5 0.001 3 0.01 1 0.022 9

    min -7897.452 1 -2.978 14 1.933 11 0 14 -0.027 4 -0.004 63 max 2881.04 11 140.29 3 5.05 6 0.001 3 0.016 1 0.008 9

    min -7896.782 1 -2.978 14 0.84 9 0 14 -0.016 4 -0.005 64 max 2881.375 11 141.074 3 4.214 6 0.001 3 0.021 5 0.003 14

    min -7896.112 1 -2.978 14 -1.553 9 0 14 -0.005 11 -0.015 35 max 2881.71 11 141.858 3 3.377 6 0.001 3 0.03 3 0.004 14

    min -7895.442 1 -2.978 14 -3.946 9 0 14 0.003 14 -0.032 3M100 1 max 2875.686 11 264.7 11 12.865 11 0 14 0.014 13 0.047 3

    min -8703.389 5 -71.632 5 -28.949 1 -0.001 3 -0.036 4 0 142 max 2875.854 11 265.092 11 12.404 11 0 14 0.01 13 0.034 3

    min -8702.552 5 -71.632 5 -29.869 1 -0.001 3 -0.021 4 0 143 max 2876.021 11 265.484 11 11.944 11 0 14 0.006 1 0.029 5

    min -8701.714 5 -71.632 5 -30.79 1 -0.001 3 -0.006 4 -0.006 114 max 2876.189 11 265.876 11 11.484 11 0 14 0.013 11 0.031 5

    min -8700.877 5 -71.632 5 -31.71 1 -0.001 3 -0.004 5 -0.021 115 max 2876.356 11 266.268 11 11.024 11 0 14 0.029 11 0.034 5

    min -8700.04 5 -71.632 5 -32.631 1 -0.001 3 -0.01 5 -0.035 11M389 1 max 2857.611 13 352.379 7 107.048 3 0 4 0.005 2 0.059 7

    min -6438.495 4 -61.899 13 -40.703 14 0 13 -0.026 8 -0.017 132 max 2858.415 13 354.199 7 105.759 3 0 4 0.015 2 0.045 7

    min -6438.294 4 -61.899 13 -41.03 14 0 13 -0.009 8 -0.015 133 max 2859.219 13 356.019 7 104.471 3 0 4 0.029 7 0.038 3

    min -6438.093 4 -61.899 13 -41.356 14 0 13 -0.012 14 -0.014 144 max 2860.022 13 357.839 7 103.182 3 0 4 0.055 7 0.038 3

    min -6437.892 4 -61.899 13 -41.682 14 0 13 -0.017 14 -0.014 85 max 2860.826 13 359.659 7 102.164 4 0 4 0.081 7 0.038 3

    min -6437.691 4 -61.899 13 -42.279 13 0 13 -0.023 14 -0.03 8M12 1 max 2857.183 11 -1.565 14 6.69 9 0.001 3 0.023 1 0 14

    min -8221.456 1 -32.176 7 -0.031 1 0 14 -0.005 4 -0.01 72 max 2857.518 11 -1.565 14 4.864 8 0.001 3 0.021 1 0.002 13

    min -8220.786 1 -28.536 7 -1.872 1 0 14 -0.007 4 -0.007 43 max 2857.853 11 -1.565 14 3.207 8 0.001 3 0.019 13 0.004 13

    min -8220.116 1 -26.937 3 -3.713 1 0 14 -0.008 4 -0.005 44 max 2858.188 11 -1.565 14 2.002 11 0.001 3 0.017 13 0.005 9

    min -8219.446 1 -26.153 3 -5.554 1 0 14 -0.01 4 -0.003 65 max 2858.523 11 -1.565 14 1.081 11 0.001 3 0.015 13 0.008 9

    min -8218.776 1 -25.369 3 -7.395 1 0 14 -0.012 4 -0.003 6M13 1 max 2856.312 11 -1.947 14 4.127 13 0 3 0.016 1 0.01 9

    min -8464.32 1 -23.705 3 -0.372 4 0 14 -0.015 4 -0.003 62 max 2856.647 11 -1.947 14 3.034 14 0 3 0.014 13 0.013 9

    min -8463.65 1 -22.921 3 -2.508 3 0 14 -0.016 4 -0.002 63 max 2856.982 11 -1.947 14 2.381 14 0 3 0.013 13 0.015 9

    min -8462.98 1 -22.137 3 -5.086 3 0 14 -0.018 4 -0.002 6

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 17

    Company : FFE Minerals May 23, 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 2857.317 11 -1.947 14 1.729 14 0 3 0.012 13 0.016 9

    min -8462.31 1 -21.354 3 -7.663 3 0 14 -0.02 4 -0.001 65 max 2857.652 11 0.737 8 1.077 14 0 3 0.01 13 0.018 9

    min -8461.64 1 -20.57 3 -10.241 3 0 14 -0.022 4 -0.001 6M14 1 max 2854.103 11 113.894 11 7.116 13 0 4 0.012 1 0.021 9

    min -8652.591 5 -158.051 5 0.47 1 0 1 -0.024 4 0 62 max 2854.271 11 114.286 11 6.053 13 0 4 0.006 13 0.022 3

    min -8651.754 5 -158.051 5 -0.45 1 0 1 -0.021 4 0.001 143 max 2854.438 11 114.678 11 5.108 8 0 4 0.004 14 0.028 5

    min -8650.916 5 -158.051 5 -1.371 1 0 1 -0.021 3 -0.001 114 max 2854.606 11 115.069 11 4.279 8 0 4 0.005 14 0.037 5

    min -8650.079 5 -158.051 5 -2.291 1 0 1 -0.024 3 -0.008 115 max 2854.773 11 115.461 11 3.524 14 0 4 0.006 11 0.046 5

    min -8649.242 5 -158.051 5 -3.212 1 0 1 -0.027 5 -0.014 11M311 1 max 2823.578 13 27.629 9 24.402 1 0 13 0.01 11 0 6

    min -5136.214 4 -18.095 2 2.496 11 -0.001 4 -0.008 2 -0.012 92 max 2824.382 13 28.021 9 23.482 1 0 13 0.011 11 0.002 2

    min -5136.013 4 -18.095 2 2.036 11 -0.001 4 -0.008 2 -0.013 93 max 2825.186 13 28.412 9 22.561 1 0 13 0.012 11 0.004 2

    min -5135.812 4 -18.095 2 1.576 11 -0.001 4 -0.007 2 -0.014 94 max 2825.99 13 28.804 9 21.641 1 0 13 0.014 9 0.006 2

    min -5135.611 4 -18.095 2 1.116 11 -0.001 4 -0.007 2 -0.015 95 max 2826.793 13 29.196 9 20.72 1 0 13 0.016 9 0.008 2

    min -5135.41 4 -18.095 2 0.656 11 -0.001 4 -0.008 2 -0.016 9M639A 1 max 2787.807 9 10.252 3 2.924 14 0.001 3 0.014 4 0.005 6

    min -6926.722 6 -7.312 14 -26.131 3 0 14 -0.006 13 -0.026 92 max 2789.578 9 8.216 3 3.265 14 0.001 3 0.014 4 0.005 6

    min -6923.542 6 -7.312 14 -18.825 3 0 14 -0.007 13 -0.027 93 max 2791.349 9 6.18 3 5.254 6 0.001 3 0.014 4 0.006 6

    min -6920.362 6 -7.312 14 -13.164 9 0 14 -0.007 13 -0.028 94 max 2793.119 9 4.143 3 9.59 1 0.001 3 0.014 4 0.006 6

    min -6917.182 6 -7.312 14 -8.299 9 0 14 -0.007 13 -0.028 95 max 2794.89 9 3.395 5 14.983 1 0.001 3 0.014 4 0.006 6

    min -6914.002 6 -8.6 11 -3.434 9 0 14 -0.007 13 -0.028 9M601A 1 max 2772.837 9 24.875 3 -0.592 14 0.001 3 0.021 3 0.008 6

    min -6953.056 6 -4.421 14 -86.591 3 0 14 0 14 -0.008 92 max 2776.298 9 20.895 3 0.076 14 0.001 3 0.017 3 0.007 6

    min -6946.841 6 -4.421 14 -72.309 3 0 14 -0.001 14 -0.014 93 max 2779.759 9 16.915 3 0.744 14 0.001 3 0.015 4 0.006 6

    min -6940.625 6 -4.421 14 -58.028 3 0 14 -0.002 13 -0.019 94 max 2783.22 9 12.935 3 1.412 14 0.001 3 0.014 4 0.005 6

    min -6934.41 6 -4.421 14 -43.746 3 0 14 -0.005 13 -0.023 95 max 2786.681 9 8.955 3 2.08 14 0.001 3 0.014 4 0.005 6

    min -6928.194 6 -4.421 14 -29.465 3 0 14 -0.006 13 -0.026 9M312 1 max 2777.225 13 18.345 3 16.494 3 0 3 -0.001 2 0.008 11

    min -5197.576 4 -2.751 14 0.919 14 0 14 -0.01 9 -0.004 12 max 2778.833 13 19.129 3 13.917 3 0 3 0.002 2 0.007 11

    min -5197.174 4 -2.751 14 0.266 14 0 14 -0.008 9 -0.003 13 max 2780.44 13 19.912 3 12.023 1 0 3 0.004 2 0.006 11

    min -5196.772 4 -2.751 14 -0.386 14 0 14 -0.005 9 -0.002 24 max 2782.048 13 20.696 3 10.182 1 0 3 0.006 2 0.004 11

    min -5196.37 4 -2.751 14 -1.039 14 0 14 -0.004 13 -0.002 25 max 2783.655 13 21.48 3 8.341 1 0 3 0.007 2 0.003 9

    min -5195.968 4 -2.751 14 -1.691 14 0 14 -0.004 14 -0.002 6

    RISA-3D Version 4 [G:\OF1702\CT-09_sin_fund.r3d] Page 18

    Company : FFE Minerals May 23, 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)M315 1 max 2750.582 13 17.612 13 116.051 3 0 13 0.004 14 0.015 8

    min -6256.767 4 -74.693 7 -37.938 14 0 4 -0.025 7 -0.004 52 max 2751.386 13 17.612 13 114.762 3 0 13 0.003 14 0.025 7

    min -6256.566 4 -72.873 7 -38.265 14 0 4 -0.023 7 -0.006 133 max 2752.189 13 17.612 13 113.473 3 0 13 0.001 14 0.035 7

    min -6256.365 4 -71.053 7 -38.591 14 0 4 -0.021 7 -0.009 134 max 2752.993 13 17.612 13 112.185 3 0 13 0.002 1 0.045 7

    min -6256.164 4 -69.233 7 -38.917 14 0 4 -0.021 8 -0.012 135 max 2753.797 13 17.612 13 110.896 3 0 13 0.006 2 0.054 7

    min -6255.963 4 -67.413 7 -39.243 14 0 4 -0.022 8 -0.015 13M391 1 max 2706.196 9 111.005 3 195.509 4 0 5 0.016 13 0.011 13

    min -455.708 6 -12.392 14 -34.879 13 0 11 -0.018 4 -0.032 42 max 2706.632 9 109.716 3 195.118 4 0 5 0.017 5 0.008 14

    min -455.139 6 -12.718 14 -34.879 13 0 11 -0.004 11 -0.025 33 max 2707.067 9 108.428 3 194.726 4 0 5 0.025 3 0.008 14

    min -454.57 6 -13.045 14 -34.879 13 0 11 0.003 14 -0.021 34 max 2707.503 9 107.139 3 194.334 4 0 5 0.041 3 0.007 14

    min -454 6 -13.371 14 -34.879 13 0 11 0.001 14 -0.017 35 max 2707.938 9 105.85 3 193.942 4 0 5 0.057 3 0.007 14

    min -453.431 6 -13.697 14 -34.879 13 0 11 -0.001 14 -0.013 3M313 1 max 2701.447 13 15.983 7 15.931 1 0 14 0.005 4 0.003 11

    min -5577.155 4 -2.781 13 -0.116 14 0 3 -0.006 13 -0.005 22 max 2703.054 13 19.623 7 14.09 1 0 14 0.008 7 0.002 11

    min -5576.753 4 -2.781 13 -0.768 14 0 3 -0.006 13 -0.004 23 max 2704.662 13 23.263 7 12.249 1 0 14 0.011 7 0.001 14

    min -5576.351 4 -2.781 13 -1.682 11 0 3 -0.006 13 -0.0