Diseñado por : César Jiménez V.Fecha :

A CJV

FFE Minerals

Rev Descripción Por

PROYECTO : CINTAS COEMIN

Correa CT- 07

MEMORIA DE CALCULO ESTRUCTURAL - FUNDACION CT- 07

Rev. Fecha Aprobado Jefe Aprobado Jefede Especialidad de Proyecto

Emitido para Aprobación Mayo.2004 JC JC

Mayo 2004

Proyecto : Cintas Coemin Hoja : 1 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

1.- IntroducciónEn la presente memoria de Cálculo se procederá a realizar el diseño de las fundaciones para la correa CT-07 para el Proyecto "Correas - Coemin".

2.- Báses de Cálculo2.1.- Materiales

Hormigón Estructural H25, factor de confianza 90% y f'c = 200 kg/cm2Acero para hormigón A63-42H, con fy = 4200 kg/cm2

2.2.- SolicitacionesCargas Muertas (CM)Sobrecargas (SC)Viento (V)Sismo (S)Tensiones de Operación (CT)Impacto (I)

2.3.- Combinaciones

En estructuras metálicas las combinaciones de carga a usar serán 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 usará en la combinación con la carga sísmica.

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

El factor de mayoración (FM) que se aplicará a las tensiones admisibles será:

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

Las estructuras se analizarán para 2 direcciones horizontales mutuamente ortogonales y sus miembros se diseñarán para la combinación más desfavorable.

2.4.- Normas de Diseño

NCh 432 " Cálculo de la acción del viento sobre las construcciones "NCh 433 " Diseño sísmico de edificios "NCh 2369-2003 " Diseño sísmico de estructuras e instalaciones industriales "ACI 318

FFE Minerals

- Caso I

Proyecto : Cintas Coemin Hoja : 2 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

FFE Minerals

Fundación Torre Inicial (F3A/F3B)

Pf = 6,96 tonPs = 4,05 ton

V3 V4

2000

1060500 x 500

2500

N1 N2

V1 V2 300

500

500

Proyecto : Cintas Coemin Hoja : 3 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

FFE Minerals

Combinaciones de Carga N1 N2 V1 V2 V3 V4 Nt Mrl Mv FSv FSd % smax Mrt Mv FSv FSd % smax1,18 1,15 0,00 0,00 0,732 0,693 13,346 16,68 0,017 983,6 NA 100% 2,677 13,35 1,8525 7,204 3,372 100% 3,7810,47 0,50 0,00 0,00 0,457 0,422 11,976 14,97 0,018 830,7 NA 100% 2,404 11,98 1,1427 10,48 4,905 100% 3,0811,21 1,10 0,00 0,00 0,768 0,649 13,323 16,65 0,056 299,3 NA 100% 2,691 13,32 1,8421 7,233 3,385 100% 3,770,49 0,64 0,00 0,00 0,483 0,39 12,14 15,18 0,08 190,9 NA 100% 2,466 12,14 1,1349 10,7 5,006 100% 3,1090,47 2,13 0,14 0,36 0,63 0,856 13,612 17,02 1,53 11,12 9,781 100% 3,457 13,61 1,9318 7,046 3,298 100% 3,8810,36 1,48 0,03 0,28 0,332 0,47 12,847 16,06 0,996 16,13 15,02 100% 3,047 12,85 1,0426 12,32 5,767 100% 3,1952,32 0,28 -0,32 -0,13 1,06 0,403 13,61 17,01 1,666 10,21 10,89 100% 3,522 13,61 1,9019 7,156 3,349 100% 3,8631,24 0,67 -0,36 -0,05 0,648 0,18 12,92 16,15 0,838 19,28 11,29 100% 2,986 12,92 1,0764 12 5,617 100% 3,230,11 1,93 0,16 0,32 0,476 0,894 13,05 16,31 1,583 10,3 9,87 100% 3,37 13,05 1,781 7,327 3,429 100% 3,679-0,25 0,61 0,10 0,21 0,32 0,6 11,366 14,21 0,851 16,69 13,37 100% 2,682 11,37 1,196 9,503 4,448 100% 2,9911,95 0,08 -0,30 -0,17 0,907 0,44 13,039 16,3 1,604 10,16 9,966 100% 3,378 13,04 1,7511 7,446 3,485 100% 3,6580,63 -0,20 -0,24 -0,12 0,636 0,31 11,436 14,3 0,902 15,84 11,63 100% 2,72 11,44 1,2298 9,299 4,352 100% 3,0250,09 -0,15 -0,01 -0,05 0,21 0,494 10,951 13,69 0,197 69,62 74,38 100% 2,285 10,95 0,9152 11,97 5,6 100% 2,7391,57 2,00 -0,23 0,17 0,42 0,64 14,575 18,22 0,145 126 84,63 100% 2,984 14,58 1,378 10,58 4,95 100% 3,7422,69 2,56 -0,17 0,19 1,9 1,753 16,26 20,33 0,047 434,3 344,3 100% 3,274 16,26 4,7489 3,424 1,602 100% 6,1010,02 0,15 -0,15 0,05 1,4 1,29 11,186 13,98 0,064 219,5 39,48 100% 2,268 11,19 3,497 3,199 1,497 100% 4,335-0,28 -0,35 0,00 0,00 0,364 0,456 10,385 12,98 0,04 326,6 NA 100% 2,096 10,39 1,066 9,742 4,559 100% 2,7170,96 1,12 0,00 0,00 0,43 0,51 13,092 16,37 0,086 190,6 NA 100% 2,66 13,09 1,222 10,71 5,014 100% 3,3522,33 2,36 0,00 0,00 1,745 0,179 15,7 19,63 0,016 1234 NA 100% 3,148 15,7 2,5012 6,277 2,938 100% 4,641-0,59 -0,72 0,00 0,00 1,386 1,42 9,702 12,13 0,07 173,3 NA 100% 1,974 9,702 3,6478 2,66 1,245 94% 4,1460,85 1,47 0,02 0,19 0,683 0,738 13,33 16,66 0,6 27,76 22,96 100% 2,954 13,33 1,8473 7,216 3,377 100% 3,7740,12 1,01 0,02 0,24 0,42 0,448 12,13 15,16 0,81 18,73 16,8 100% 2,815 12,13 1,1284 10,75 5,031 100% 3,103-0,09 0,59 0,07 0,13 0,06 0,06 11,506 14,38 0,623 23,1 20,71 100% 2,6 11,51 0,156 73,76 34,52 100% 2,3950,19 1,00 0,07 0,22 0,06 0,06 12,197 15,25 0,809 18,84 14,88 100% 2,828 12,2 0,156 78,19 36,59 100% 2,533-0,47 1,25 0,20 0,30 0,09 0,09 11,791 14,74 1,553 9,492 8,628 100% 3,104 11,79 0,234 50,39 23,58 100% 2,4990,43 1,47 0,02 0,26 0,09 0,09 12,913 16,14 0,918 17,59 16,43 100% 3,023 12,91 0,234 55,18 25,83 100% 2,7231,37 0,60 -0,26 -0,19 0,08 0,08 12,98 16,23 1,001 16,21 10,25 100% 3,076 12,98 0,208 62,4 29,21 100% 2,7211,32 0,66 -0,31 -0,06 0,08 0,08 12,984 16,23 0,836 19,4 12,43 100% 2,998 12,98 0,208 62,42 29,21 100% 2,722-0,84 1,05 0,21 0,25 0,03 0,03 11,225 14,03 1,609 8,719 8,653 100% 3,017 11,23 0,078 143,9 67,35 100% 2,292-0,18 0,60 0,14 0,20 0,03 0,033 11,428 14,29 0,855 16,71 12,03 100% 2,696 11,43 0,0819 139,5 65,3 100% 2,3351,00 -0,80 -0,24 -0,24 0,02 0,02 11,211 14,01 1,577 8,884 8,408 100% 2,999 11,21 0,052 215,6 100,9 100% 2,2730,70 -0,21 -0,19 -0,13 0,02 0,02 11,5 14,38 0,9 15,97 13,02 100% 2,732 11,5 0,052 221,2 103,5 100% 2,331-0,85 -1,03 0,00 0,00 0,9 1,12 9,13 11,41 0,093 122,3 NA 100% 1,871 9,13 2,626 3,477 1,627 100% 3,4021,65 1,99 0,00 0,00 0,94 1,15 14,644 18,31 0,178 102,8 NA 100% 3,014 14,64 2,717 5,39 2,522 100% 4,5591,75 1,69 0,00 0,00 1,21 1,14 14,445 18,06 0,029 619,4 NA 100% 2,903 14,45 3,055 4,728 2,213 100% 4,7220,10 0,14 0,00 0,00 0,88 0,82 11,252 14,07 0,022 631,9 NA 100% 2,261 11,25 2,21 5,091 2,383 100% 3,576-1,22 -1,23 0,00 0,00 1,055 1,074 8,563 10,7 0,005 2244 NA 100% 1,715 8,563 2,7677 3,094 1,448 100% 3,3731,04 1,11 0,00 0,00 0,95 0,97 13,159 16,45 0,04 413,8 NA 100% 2,651 13,16 2,496 5,272 2,467 100% 4,1291,38 1,48 0,00 0,00 1,05 1,17 13,875 17,34 0,052 330,5 NA 100% 2,8 13,88 2,886 4,808 2,25 100% 4,507-0,51 -0,73 0,00 0,00 0,87 0,95 9,769 12,21 0,116 105,2 NA 100% 2,01 9,769 2,366 4,129 1,932 100% 3,373

100% 3,522 94% 6,101Rigidez de la Fundación

Coeficiente de Reacción del Suelo

kv = 2645 ton/m3 Para Cargas Normales (Supuesto)kv = 7935 ton/m3 Para Cargas Eventuales (Supuesto)

For Normal Load L

f'c = kg/cm2 h LR = L + 0,25hkv = kg/cm3

b = cmE = kg/cm2

h = cmI = cm4 Fundación es rígida para L<= cm ok!L = cm

β = (kv*b/(4*E*I))^0,25 LRIGID = π

= 4 β

For Seismic Loadf'c = kg/cm2

kv = kg/cm3

b = cmE = kg/cm2

h = cmI = cm4 Fundación es rígida para L<= cm ok!L = cm

β = (kv*b/(4*E*I))^0,25 LRIGID = π

= 4 β

0,9DL-Elx+Elv0,9DL+Elx-Elv0,9DL-Elx-Elv

0,9DL-Ely+Elv0,9DL+Ely-Elv0,9DL-Ely-Elv0,9DL+Elx+Elv

DL+LLm+LLp+OL-Elx-ElvDL+LLm+LLp+OL+WLy0,9DL+WLy0,9DL+Ely+Elv

DL+LLm+LLp+OL-Ely-ElvDL+LLm+LLp+OL+Elx+ElvDL+LLm+LLp+OL-Elx+ElvDL+LLm+LLp+OL+Elx-Elv

DL+LLm+OLDL+LLm+LLp+OLDL+LLm+LLp+OL+Ely+ElvDL+LLm+LLp+OL-Ely+ElvDL+LLm+LLp+OL+Ely-ElvDL+LLm+LLp+OL-Ely-ElvDL+LLm+LLp+OL+Elx+Elv

0,9DL-Ely-Elv

DL+LLm+LLp+OL+Ely+ElvDL+LLm+LLp+OL-Ely+ElvDL+LLm+LLp+OL+Ely-Elv

0,9DL+WLy0,9DL+Ely+Elv0,9DL-Ely+Elv0,9DL+Ely-Elv

DL+LLm+LLp+OL-Elx+ElvDL+LLm+LLp+OL+Elx-ElvDL+LLm+LLp+OL-Elx-ElvDL+LLm+LLp+OL+WLy

0,9DL+Elx+Elv0,9DL-Elx+Elv0,9DL+Elx-Elv0,9DL-Elx-ElvDL+LLm+OLDL+LLm+LLp+OL

2002,645

100213546,25

501041666,67 189,15

81,0

0,004152276

2007,935

100213546,25

501041666,67 143,72

81,0

0,005464703

Combinaciones de Carga

Proyecto : Cintas Coemin Hoja : 4 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

FFE Minerals

0,595Diseño Armaduras

2,94 ton/m2

8,54 ton/m2

f'c = 200 kg/cm2 Areas Limits By Calculatef y = 4200 kg/cm2

d = 43 cm ρ min = As mín = 14,33 cm2 (As) = 0,61 cm2

b = 100 cm ρ max = As máx = 66,57 cm2 ρ =Mu = 0,9916 ton-m ρ b = 4/3(As) = 0,81 cm2

Vu = 3,33 ton β = 0,85 0,9331φVc = ton

Usar DM φ 16 @ 200 = 10,053 cm2/m

Fundación Cepa Intermedia (F2)

Pf = 7,68 tonPs = 4,59 ton

V3 V4

2000

1850500 x 500

2800

N1 N2

V1 V2 300

500

500

0,000140,0206

27,40

0,00330,0155

Proyecto : Cintas Coemin Hoja : 5 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

FFE Minerals

Combinaciones de Carga N1 N2 V1 V2 Nt Mrl Mv FSv FSd % smax1,07 1,40 0,00 0,00 14,74 20,64 0,31 66,61 NA 100% 2,75130,58 1,26 0,00 0,00 14,10 19,74 0,632 31,25 NA 100% 2,7601-1,81 4,63 0,56 0,95 15,09 21,12 7,161 2,95 3,6 99% 5,4347 (*)3,50 -0,82 -0,86 -0,48 14,96 20,94 5,067 4,132 4,027 100% 4,6093 (*)-2,36 3,33 0,66 0,80 13,24 18,54 6,44 2,879 3,248 98% 4,8314 (*)2,95 -2,11 -0,75 -0,63 13,11 18,36 5,788 3,172 3,423 100% 4,5565 (*)0,93 2,03 0,00 0,00 15,23 21,32 1,017 20,98 NA 100% 3,1088 (*)0,76 1,78 0,00 0,00 14,81 20,74 0,94 22,07 NA 100% 3,0046 (*)0,38 0,74 0,00 0,00 13,39 18,75 0,327 57,25 NA 100% 2,5164 (*)0,21 0,49 0,00 0,00 12,97 18,16 0,251 72,43 NA 100% 2,4118 (*)-1,02 2,86 0,33 0,59 14,11 19,76 4,322 4,571 5,51 100% 4,1736-1,08 2,33 0,35 0,52 13,52 18,92 3,856 4,907 5,568 100% 3,8893-1,88 4,09 0,57 0,89 14,49 20,28 6,692 3,031 3,565 100% 5,1479 (*)3,44 -1,35 -0,84 -0,55 14,36 20,1 5,54 3,629 3,73 100% 4,684 (*)-2,42 2,80 0,68 0,74 12,65 17,71 5,969 2,966 3,202 99% 4,5425 (*)2,89 -2,64 -0,73 -0,70 12,52 17,53 6,256 2,802 3,161 96% 4,6354 (*)0,87 1,50 0,00 0,00 14,63 20,49 0,585 35,05 NA 100% 2,8369 (*)0,70 1,25 0,00 0,00 14,21 19,9 0,508 39,18 NA 100% 2,7324 (*)0,32 0,21 0,00 0,00 12,79 17,91 0,104 172,9 NA 100% 2,3239 (*)0,15 0,15 0,00 0,00 12,57 17,6 0,004 4756 NA 100% 2,2461 (*)

96% 5,4347Rigidez de la Fundación

Coeficiente de Reacción del Suelo

kv = 2645 ton/m3 Para Cargas Normales (Supuesto)kv = 7935 ton/m3 Para Cargas Eventuales (Supuesto)

For Normal Load L

f'c = kg/cm2 h LR = L + 0,25hkv = kg/cm3

b = cmE = kg/cm2

h = cmI = cm4 Fundación es rígida para L<= cm ok!L = cm

β = (kv*b/(4*E*I))^0,25 LRIGID = π

= 4 β

For Seismic Loadf'c = kg/cm2

kv = kg/cm3

b = cmE = kg/cm2

h = cmI = cm4 Fundación es rígida para L<= cm no! (*) Se Analizará considerando su flexibilidadL = cm Ver páginas siguientes.

β = (kv*b/(4*E*I))^0,25 LRIGID = π

= 4 β

0,35Diseño Armaduras

2,94 ton/m2

5,84 ton/m2

f'c = 200 kg/cm2 Areas Limits By Calculatef y = 4200 kg/cm2

d = 43 cm ρ min = As mín = 14,33 cm2 (As) = 0,11 cm2

b = 100 cm ρ max = As máx = 66,57 cm2 ρ =Mu = 0,1778 ton-m ρ b = 4/3(As) = 0,15 cm2

Vu = 1,02 ton β = 0,85 0,9331φVc = ton

Usar DM φ 16 @ 200 = 10,053 cm2/m

0,000030,0206

27,40

0,0155

DL+LLm+OLDL+LLm+LLp+OLDL+LLm+LLp+OL+Ely+Elv

0,9DL-Elx+Elv0,9DL+Elx-Elv0,9DL-Elx-Elv

0,0033

0,9DL+Elx+Elv

0,9DL+Ely+Elv0,9DL-Ely+Elv0,9DL+Ely-Elv0,9DL-Ely-Elv

DL+LLm+LLp+OL+Elx-ElvDL+LLm+LLp+OL-Elx-ElvDL+LLm+LLp+OL+WLy0,9DL+WLy

DL+LLm+LLp+OL+Ely-ElvDL+LLm+LLp+OL-Ely-ElvDL+LLm+LLp+OL+Elx+ElvDL+LLm+LLp+OL-Elx+Elv

213546,25

2002,645

100

DL+LLm+LLp+OL-Ely+Elv

501041666,67 189,15

160,0

0,004152276

2007,935

100213546,25

501041666,67 143,72

160,0

0,005464703

Proyecto : Cintas Coemin Hoja : 6 de

Materia : Diseño Fundación Correa CT-07 Fecha : Mayo. 2004Diseño : C.J.V.

FFE Minerals

Tensión Máxima en el suelo :

k = 2,42 kg/cm3 Deformación Vertical = 0,25 cm

σ máx = 0,605 kg/cm2 ok!

Armadura flexural

ZapataMmax = kg-cm/cm = 1,922 Ton-m/m

f'c = 200 kg/cm2 Areas Limits By Calculatef y = 4200 kg/cm2

d = 43 cm ρ min = As mín = 14,33 cm2 (As) = 1,19 cm2

b = 100 cm ρ max = As máx = 66,57 cm2 ρ =Mu = 1,922 ton-m ρ b = 4/3(As) = 1,58 cm2

Vu = 0,00 ton β = 0,85 0,9331φVc = ton

Usar DM φ 16 @ 200 = 10,053 cm2/m

Pedestal

Cómo los esfuerezos de los pedestales son pequeños, se utilizará la cuantía mínima de 1%.

Fundación Cepa Final y Torre Contrapeso (F1)

Se analizará considerando su flexibilidad, y los resultados serán indicados en las hojas posteriores.

Tensión Máxima en el suelo :

k = 2,42 kg/cm3 Deformación Vertical = 0,24 cm

σ máx = 0,581 kg/cm2 ok!

Armadura flexural

ZapataMmax = kg-cm/cm = 0,759 Ton-m/m

f'c = 200 kg/cm2 Areas Limits By Calculatef y = 4200 kg/cm2

d = 43 cm ρ min = As mín = 14,33 cm2 (As) = 0,47 cm2

b = 100 cm ρ max = As máx = 66,57 cm2 ρ =Mu = 0,759 ton-m ρ b = 4/3(As) = 0,62 cm2

Vu = 0,00 ton β = 0,85 0,9331φVc = ton

Usar DM φ 16 @ 200 = 10,053 cm2/m

Pedestal

Cómo los esfuerezos de los pedestales son pequeños, se utilizará la cuantía mínima de 1%.

0,0206

27,40

759

0,00330,0155 0,00011

1922

0,00330,0155 0,000280,0206

27,40

FFE MineralsCJV

Fundacion F2

MODELO F2

June 16, 2004f2_ct07.r3d

Y

XZ

FFE MineralsCJV

Fundacion F2

% Compresion = 83%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 1, DL+LLm+LLp+OL+Ely+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 2, DL+LLm+LLp+OL-Ely+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 83%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 3, DL+LLm+LLp+OL+Ely-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 4, DL+LLm+LLp+OL-Ely-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 5, DL+LLm+LLp+OL+Elx+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 6, DL+LLm+LLp+OL-Elx+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 7, DL+LLm+LLp+OL+Elx-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 8, DL+LLm+LLp+OL-Elx-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 9, 0,9DL+Ely+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 10, 0,9DL-Ely+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 11, 0,9DL+Ely-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 83%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 12, 0,9DL-Ely-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 13, 0,9DL+Elx+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 14, 0,9DL-Elx+Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 15, 0,9DL+Elx-Elv

FFE MineralsCJV

Fundacion F2

% Compresion = 100%

June 16, 2004f2_ct07.r3d

Y

XZ

Solution: LC 16, 0,9DL-Elx-Elv

Company : FFE Minerals Esfuerzos en Zapata Designer : 3:03 AMCJV

Fundacion F2Job Number : Checked By:_____

Envelope Plate Forces (per cm)Plate Qx [kg] lc Qy [kg] lc Mx [kg-cm] lc My [kg-cm] lc Mxy [kg... lc Fx [kg] lc Fy [kg] lc Fxy [kg] lc

1 P18 max 26.061 1 20.104 1 311.265 12 323.902 12 147.568 12 1 1 .728 12 2.473 122 min -12.766 12 -11.306 12 -759.097 1 -541.213 1 -166.019 1 -.767 12 -1.028 1 -3.313 13 P12 max 12.766 12 20.104 1 311.265 12 323.902 12 166.019 1 1 1 .728 12 3.313 14 min -26.061 1 -11.306 12 -759.097 1 -541.213 1 -147.568 12 -.767 12 -1.028 1 -2.473 125 P7 max 12.398 3 11.057 3 296.446 3 315.576 3 145.715 11 .903 2 .704 11 2.405 116 min -21.293 2 -16.282 2 -617.317 2 -445.273 2 -156.732 2 -.748 11 -.933 2 -2.997 27 P13 max 21.293 2 11.057 3 296.446 3 315.576 3 156.732 2 .903 2 .704 11 2.997 28 min -12.398 3 -16.282 2 -617.317 2 -445.273 2 -145.715 11 -.748 11 -.933 2 -2.405 119 P11 max 5.003 12 -.643 12 135.072 12 474.482 1 351.121 1 1.936 12 5.377 1 4.503 110 min -16.21 1 -11.137 5 -471.467 1 -317.088 12 -227.872 12 -2.263 1 -3.556 12 -3.584 1211 P17 max 16.21 1 -.643 12 135.072 12 474.482 1 227.872 12 1.936 12 5.377 1 3.584 1212 min -5.003 12 -11.137 5 -471.467 1 -317.088 12 -351.121 1 -2.263 1 -3.556 12 -4.503 113 P8 max 5.084 3 7.755 2 126.314 3 482.811 2 221.014 3 1.919 3 4.902 2 3.507 1114 min -12.232 2 .724 3 -372.217 2 -290.918 11 -299.342 2 -2.048 10 -3.415 11 -4.053 215 P14 max 12.232 2 7.755 2 126.314 3 482.811 2 299.342 2 1.919 3 4.902 2 4.053 216 min -5.084 3 .724 3 -372.217 2 -290.918 11 -221.014 3 -2.048 10 -3.415 11 -3.507 1117 P10 max 2.203 1 1.937 11 16.926 12 457.319 1 111.055 1 .945 12 2.16 1 1.722 118 min -2.213 12 -4.702 2 -204.971 1 -67.446 12 -61.874 12 -1.409 1 -.851 12 -1.493 1219 P16 max 2.213 12 1.937 11 16.926 12 457.319 1 61.874 12 .945 12 2.16 1 1.493 1220 min -2.203 1 -4.702 2 -204.971 1 -67.446 12 -111.055 1 -1.409 1 -.851 12 -1.722 121 P9 max 2.121 2 4.263 1 3.64 11 434.529 2 67.419 3 .909 11 2.018 2 1.487 322 min -2.204 11 -2.219 12 -173.275 2 -24.99 11 -82.266 10 -1.283 2 -.755 11 -1.561 1023 P15 max 2.204 11 4.263 1 3.64 11 434.529 2 82.266 10 .909 11 2.018 2 1.561 1024 min -2.121 2 -2.219 12 -173.275 2 -24.99 11 -67.419 3 -1.283 2 -.755 11 -1.487 325 P6 max 3.916 12 1.094 12 50.373 12 136.137 1 64.546 1 3.05 12 6.406 12 4.529 126 min -7.928 1 -3.048 1 -126.566 1 -81.355 12 -47.512 12 -3.583 1 -6.733 1 -4.033 1227 P24 max 7.928 1 1.094 12 50.373 12 136.137 1 47.512 12 3.05 12 6.406 12 4.033 1228 min -3.916 12 -3.048 1 -126.566 1 -81.355 12 -64.546 1 -3.583 1 -6.733 1 -4.529 129 P1 max 3.727 3 3.107 2 44.993 3 132.376 2 47.404 3 3.02 3 6.79 1 4.048 330 min -6.611 2 -.844 3 -107.734 2 -73.029 3 -54.249 10 -3.239 10 -6.401 12 -4.125 1031 P19 max 6.611 2 3.107 2 44.993 3 132.376 2 54.249 10 3.02 3 6.79 1 4.125 1032 min -3.727 3 -.844 3 -107.734 2 -73.029 3 -47.404 3 -3.239 10 -6.401 12 -4.048 333 P4 max .086 12 4.988 3 -10.151 12 336.915 1 164.356 1 0 1 1.439 2 1.732 134 min -1.695 1 -5.915 10 -56.298 5 -16.988 12 -108.862 12 0 1 -.846 11 -1.533 1235 P22 max 1.695 1 4.988 3 -10.151 12 336.915 1 108.862 12 0 1 1.439 2 1.533 1236 min -.086 12 -5.915 10 -56.298 5 -16.988 12 -164.356 1 0 1 -.846 11 -1.732 137 P3 max .068 3 6.917 1 -14.347 11 330.452 2 117.873 3 0 1 1.565 1 1.535 338 min -1.272 2 -4.876 12 -47.737 5 20.262 11 -125.272 10 0 1 -.897 12 -1.576 1039 P21 max 1.272 2 6.917 1 -14.347 11 330.452 2 125.272 10 0 1 1.565 1 1.576 1040 min -.068 3 -4.876 12 -47.737 5 20.262 11 -117.873 3 0 1 -.897 12 -1.535 341 P5 max .225 12 1.793 3 -.704 12 190.514 1 162.806 1 .359 12 3.746 10 2.287 142 min -2.439 1 -3.575 2 -45.146 1 -39.339 12 -95.657 12 -.365 1 -3.663 3 -2.016 1243 P23 max 2.439 1 1.793 3 -.704 12 190.514 1 95.657 12 .359 12 3.746 10 2.016 1244 min -.225 12 -3.575 2 -45.146 1 -39.339 12 -162.806 1 -.365 1 -3.663 3 -2.287 145 P2 max .199 3 4.614 1 -3.774 11 196.942 2 98.798 3 .392 1 4.115 1 2.017 346 min -1.808 2 -1.824 12 -37.459 2 -15.076 3 -128.032 10 -.357 12 -3.654 12 -2.08 1047 P20 max 1.808 2 4.614 1 -3.774 11 196.942 2 128.032 10 .392 1 4.115 1 2.08 1048 min -.199 3 -1.824 12 -37.459 2 -15.076 3 -98.798 3 -.357 12 -3.654 12 -2.017 3

RISA-3D Demonstration Version 5.0c Page 1 [G:\OF1702\fund\f2_ct07.r3d]

Company : FFE Minerals Deformaciones Máximas en el SueloDesigner : 3:03 AMCJV

Fundacion F2Job Number : Checked By:_____

Envelope Joint DisplacementsJoint X [cm] lc Y [cm] lc Z [cm] lc X Rotation ... lc Y Rotation ... lc Z Rotation ... lc

1 N21 max 0 1 .006 12 0 11 0 12 0 1 7.377e-4 122 min 0 12 -.24 1 0 12 0 4 0 1 -8.634e-4 13 N28 max 0 1 .006 12 0 1 5.903e-6 12 0 1 7.397e-4 124 min 0 12 -.239 1 0 12 -1.499e-5 1 0 1 -8.691e-4 15 N14 max 0 1 .006 12 0 12 1.499e-5 1 0 1 7.397e-4 126 min 0 12 -.239 1 0 1 -5.903e-6 12 0 1 -8.691e-4 17 N35 max 0 1 .005 12 0 1 8.656e-6 12 0 1 7.365e-4 128 min 0 1 -.238 1 0 1 -2.083e-5 1 0 1 -8.65e-4 19 N13 max 0 1 .005 12 0 1 2.083e-5 1 0 1 7.365e-4 1210 min 0 1 -.238 1 0 1 -8.656e-6 12 0 1 -8.65e-4 111 N16 max 0 3 .013 3 0 12 0 12 0 1 7.393e-4 1212 min 0 10 -.209 10 0 3 0 4 0 1 -8.464e-4 113 N23 max 0 3 .013 3 0 2 5.612e-6 3 0 1 7.427e-4 1214 min 0 10 -.208 10 0 11 -1.217e-5 2 0 1 -8.473e-4 115 N3 max 0 3 .013 3 0 11 1.217e-5 2 0 1 7.427e-4 1216 min 0 10 -.208 10 0 2 -5.612e-6 3 0 1 -8.473e-4 117 N30 max 0 1 .013 3 0 1 8.195e-6 3 0 1 7.394e-4 1218 min 0 1 -.207 10 0 1 -1.711e-5 2 0 1 -8.447e-4 119 N4 max 0 1 .013 3 0 1 1.711e-5 2 0 1 7.394e-4 1220 min 0 1 -.207 10 0 1 -8.195e-6 3 0 1 -8.447e-4 121 N37 max .118 1 -.028 12 0 12 0 12 0 1 7.805e-4 1222 min -.1 12 -.2 1 0 4 0 4 0 1 -9.242e-4 123 N20 max 0 1 -.029 12 0 11 0 12 0 1 7.535e-4 1224 min 0 12 -.199 1 0 12 0 4 0 1 -8.876e-4 125 N27 max 0 1 -.029 12 0 12 6.086e-6 12 0 1 7.359e-4 1226 min 0 12 -.198 1 0 1 -1.595e-5 1 0 1 -8.634e-4 127 N12 max 0 1 -.029 12 0 1 1.595e-5 1 0 1 7.359e-4 1228 min 0 12 -.198 1 0 12 -6.086e-6 12 0 1 -8.634e-4 129 N34 max 0 1 -.029 12 0 12 6.188e-6 12 0 1 7.365e-4 1230 min 0 12 -.197 1 0 1 -1.681e-5 1 0 1 -8.64e-4 131 N11 max 0 1 -.029 12 0 1 1.681e-5 1 0 1 7.365e-4 1232 min 0 12 -.197 1 0 12 -6.188e-6 12 0 1 -8.64e-4 133 N36 max .113 1 -.025 3 0 12 0 12 0 1 7.852e-4 1234 min -.101 12 -.177 10 0 4 0 4 0 1 -8.809e-4 135 N15 max 0 3 -.026 3 0 4 0 12 0 1 7.572e-4 1236 min 0 10 -.176 10 0 3 0 4 0 1 -8.594e-4 137 N22 max 0 3 -.026 3 0 3 5.757e-6 3 0 1 7.386e-4 1238 min 0 10 -.176 10 0 10 -1.295e-5 2 0 1 -8.451e-4 139 N2 max 0 3 -.026 3 0 10 1.295e-5 2 0 1 7.386e-4 1240 min 0 10 -.176 10 0 3 -5.757e-6 3 0 1 -8.451e-4 141 N29 max 0 1 -.026 3 0 3 5.728e-6 3 0 1 7.391e-4 1242 min 0 12 -.175 10 0 10 -1.384e-5 2 0 1 -8.455e-4 143 N1 max 0 1 -.026 3 0 10 1.384e-5 2 0 1 7.391e-4 1244 min 0 12 -.175 10 0 3 -5.728e-6 3 0 1 -8.455e-4 145 N19 max 0 1 -.063 12 0 11 0 12 0 1 7.387e-4 1246 min 0 12 -.158 1 0 12 0 4 0 1 -8.665e-4 147 N26 max 0 1 -.063 12 0 12 2.25e-6 12 0 1 7.365e-4 1248 min 0 12 -.158 1 0 1 -8.813e-6 1 0 1 -8.615e-4 149 N10 max 0 1 -.063 12 0 1 8.813e-6 1 0 1 7.365e-4 1250 min 0 12 -.158 1 0 12 -2.25e-6 12 0 1 -8.615e-4 151 N33 max 0 1 -.063 12 0 12 2.384e-6 12 0 1 7.342e-4 1252 min 0 12 -.158 1 0 1 -1.132e-5 1 0 1 -8.575e-4 153 N9 max 0 1 -.063 12 0 1 1.132e-5 1 0 1 7.342e-4 1254 min 0 12 -.158 1 0 12 -2.384e-6 12 0 1 -8.575e-4 155 N17 max 0 3 -.064 3 0 10 0 12 0 1 7.418e-4 1256 min 0 10 -.146 2 0 3 0 4 0 1 -8.501e-4 157 N24 max 0 1 -.064 3 0 11 1.86e-6 3 0 1 7.387e-4 1258 min 0 12 -.146 2 0 2 -7.339e-6 2 0 1 -8.484e-4 159 N6 max 0 1 -.064 3 0 2 7.339e-6 2 0 1 7.387e-4 1260 min 0 12 -.146 2 0 11 -1.86e-6 3 0 1 -8.484e-4 161 N31 max 0 1 -.064 3 0 11 1.801e-6 3 0 1 7.359e-4 1262 min 0 12 -.146 2 0 2 -9.509e-6 2 0 1 -8.464e-4 163 N5 max 0 1 -.064 3 0 2 9.509e-6 2 0 1 7.359e-4 12

RISA-3D Demonstration Version 5.0c Page 2 [G:\OF1702\fund\f2_ct07.r3d]

Company : FFE Minerals June 16, 2004Designer : 3:03 AMCJV

Fundacion F2Job Number : Checked By:_____

Envelope Joint Displacements (Continued)Joint X [cm] lc Y [cm] lc Z [cm] lc X Rotation ... lc Y Rotation ... lc Z Rotation ... lc

64 min 0 12 -.146 2 0 11 -1.801e-6 3 0 1 -8.464e-4 165 N18 max 0 1 -.097 12 0 4 0 12 0 1 7.365e-4 1266 min 0 12 -.12 5 0 9 0 4 0 1 -8.543e-4 167 N25 max 0 1 -.097 12 0 5 -1.015e-6 12 0 1 7.357e-4 1268 min 0 12 -.12 5 0 1 -3.843e-6 5 0 1 -8.531e-4 169 N8 max 0 1 -.097 12 0 1 3.843e-6 5 0 1 7.357e-4 1270 min 0 12 -.12 5 0 5 1.015e-6 12 0 1 -8.531e-4 171 N32 max 0 1 -.097 12 0 5 -1.497e-6 12 0 1 7.344e-4 1272 min 0 12 -.119 5 0 1 -5.792e-6 1 0 1 -8.514e-4 173 N7 max 0 1 -.097 12 0 1 5.792e-6 1 0 1 7.344e-4 1274 min 0 12 -.119 5 0 5 1.497e-6 12 0 1 -8.514e-4 1

RISA-3D Demonstration Version 5.0c Page 3 [G:\OF1702\fund\f2_ct07.r3d]

FFE MineralsCJV

Fundacion F1

MODELO F1

June 16, 2004f1_ct07.r3d

Y

XZ

FFE MineralsCJV

Fundacion F1

Load - DL

June 16, 2004f1_ct07.r3d

-2173Kg

-2173Kg

-175Kg

-175Kg

-150Kg

-150Kg

-175Kg

-175Kg

Y

XZ

Loads: BLC 1, dl

FFE MineralsCJV

Fundacion F1

Peso Suelo

June 16, 2004f1_ct07.r3d

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2

-.95MT/m^2-.95MT/m^2

-.95MT/m^2

Y

XZ

Loads: BLC 8, dl-fund

FFE MineralsCJV

Fundacion F1

LLM

June 16, 2004f1_ct07.r3d

-180Kg

-180Kg

Y

XZ

Loads: BLC 2, llm

FFE MineralsCJV

Fundacion F1

LLp

June 16, 2004f1_ct07.r3d

-1410Kg

-1410Kg

Y

XZ

Loads: BLC 3, llp

FFE MineralsCJV

Fundacion F1

ELx

June 16, 2004f1_ct07.r3d

950Kg

4500Kg

950Kg

-4500Kg

70Kg

100Kg

70Kg-100Kg

400Kg

2000Kg

400Kg-2000Kg

70Kg

100Kg

70Kg-100Kg

Y

XZ

Loads: BLC 4, elx

FFE MineralsCJV

Fundacion F1

ELz

June 16, 2004f1_ct07.r3d

-390Kg

-390Kg

-210Kg

-70Kg

-210Kg

-70Kg

210Kg

-70Kg

210Kg

-70Kg

Y

XZ

Loads: BLC 5, elz

FFE MineralsCJV

Fundacion F1

WLx

June 16, 2004f1_ct07.r3d

280Kg

1245Kg

280Kg

-1245Kg

120Kg

90Kg

120Kg-90Kg

120Kg

745Kg

120Kg

-745Kg

120Kg

90Kg

120Kg-90Kg

Y

XZ

Loads: BLC 6, wlx

FFE MineralsCJV

Fundacion F1

OL

June 16, 2004f1_ct07.r3d

-125Kg

-125Kg

Y

XZ

Loads: BLC 7, ol

FFE Minerals

CJVFundacion F1

Mx-dl+llm+llpJune 16, 2004 at 1:49 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

48.2-45.8-139.8-233.8-327.8-421.8-515.8-609.8-703.8-797.8-891.8

Results for LC 1, dl+llm+llp Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-dl+llm+llp+olJune 16, 2004 at 1:50 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

45.7-50.3-146.3-242.3-338.3-434.3-530.3-626.3-722.3-818.3-914.3

Results for LC 2, dl+llm+llp+ol Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-dl+llm+llp+ol+elxJune 16, 2004 at 1:50 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

180-20-220-420-620-820-1020-1220-1420-1620-1820

Results for LC 3, dl+llm+llp+ol+elx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-dl+llm+llp+ol+elyJune 16, 2004 at 1:51 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

112-8-128-248-368-488-608-728-848-968-1088

Results for LC 4, dl+llm+llp+ol+ely Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-dl+llm+llp+ol+wlxJune 16, 2004 at 1:52 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

117-13-143-273-403-533-663-793-923-1053-1183

Results for LC 5, dl+llm+llp+ol+wlx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-0.9dl+elxJune 16, 2004 at 1:53 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

503313123-67-257-447-637-827-1017-1207-1397

Results for LC 6, 0.9dl+elx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-0.9dl+elyJune 16, 2004 at 1:53 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

87.513.5-60.5-134.5-208.5-282.5-356.5-430.5-504.5-578.5-652.5

Results for LC 7, 0.9dl+ely Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

Mx-0.9dl+wlxJune 16, 2004 at 1:54 AMf1_ct07.r3d

Y

XZ

Moment xkg-cm per cm

53.9-24.1-102.1-180.1-258.1-336.1-414.1-492.1-570.1-648.1-726.1

Results for LC 8, 0.9dl+wlx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-dl+llm+llpJune 16, 2004 at 1:54 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

57647737827918081-18-117-216-315-414

Results for LC 1, dl+llm+llp Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-dl+llm+llp+olJune 16, 2004 at 1:55 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

63352341330319383-27-137-247-357-467

Results for LC 2, dl+llm+llp+ol Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-dl+llm+llp+ol+elxJune 16, 2004 at 1:56 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

1170870570270-30-330-630-930-1230-1530-1830

Results for LC 3, dl+llm+llp+ol+elx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-dl+llm+llp+ol+elyJune 16, 2004 at 1:57 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

700580460340220100-20-140-260-380-500

Results for LC 4, dl+llm+llp+ol+ely Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-dl+llm+llp+ol+wlxJune 16, 2004 at 1:57 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

63549535521575-65-205-345-485-625-765

Results for LC 5, dl+llm+llp+ol+wlx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-0.9dl+elxJune 16, 2004 at 1:58 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

129099069039090-210-510-810-1110-1410-1710

Results for LC 6, 0.9dl+elx Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-0.9dl+elyJune 16, 2004 at 1:58 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

415347279211143757-61-129-197-265

Results for LC 7, 0.9dl+ely Reaction units are kg and kg-cm

FFE Minerals

CJVFundacion F1

My-0.9dl+wlxJune 16, 2004 at 1:59 AMf1_ct07.r3d

Y

XZ

Moment ykg-cm per cm

39329419596-3-102-201-300-399-498-597

Results for LC 8, 0.9dl+wlx Reaction units are kg and kg-cm

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint DisplacementsJoint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN21 max 0.000 1 -0.126 7 0.000 1 0 6 0.000 1 0 7

min 0.000 1 -0.25 3 0.000 1 0 4 0.000 1 -0.001 3N22 max 0 3 -0.124 7 0.000 2 0 6 0.000 1 0 7

min 0 7 -0.247 3 0 6 0 4 0.000 1 -0.001 3N33 max 0 3 -0.122 7 0.000 2 0 6 0.000 1 0 7

min 0 7 -0.245 3 0 6 0 4 0.000 1 -0.001 3N44 max 0 3 -0.12 7 0.000 2 0 8 0.000 1 0 7

min 0 7 -0.242 3 0 6 0 4 0.000 1 -0.001 3N55 max 0 3 -0.118 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.239 3 0 7 0 4 0.000 1 -0.001 3N66 max 0 6 -0.114 7 0 3 0 8 0.000 1 0 7

min 0 4 -0.232 3 0 7 0 4 0.000 1 -0.001 3N19 max 0 6 -0.126 7 0 3 0 6 0.000 1 0 7

min 0.000 2 -0.227 3 0 7 0 4 0.000 1 -0.001 3N20 max 0 3 -0.124 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.225 3 0 7 0 4 0.000 1 -0.001 3N77 max 0 6 -0.109 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.224 3 0 7 0 4 0.000 1 -0.001 3N32 max 0 3 -0.122 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.222 3 0 7 0 4 0.000 1 -0.001 3N43 max 0 3 -0.12 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.22 3 0 7 0 4 0.000 1 -0.001 3N88 max 0 6 -0.105 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.217 3 0 7 0 4 0.000 1 -0.001 3N54 max 0 3 -0.118 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.217 3 0 7 0 4 0.000 1 -0.001 3N17 max 0 6 -0.126 7 0 3 0 6 0.000 1 0 7

min 0.000 2 -0.217 3 0 7 0 4 0.000 1 -0.001 3N18 max 0 3 -0.124 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.214 3 0 7 0 4 0.000 1 -0.001 3N31 max 0 3 -0.121 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.211 3 0 7 0 4 0.000 1 -0.001 3N99 max 0 6 -0.101 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.211 3 0 7 0 4 0.000 1 -0.001 3N65 max 0 3 -0.113 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.21 3 0 7 0 4 0.000 1 -0.001 3N42 max 0 3 -0.119 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.209 3 0 7 0 4 0.000 1 -0.001 3N134 max 0.084 3 -0.118 7 -0.006 8 0 8 0.000 1 0 7

min 0.002 7 -0.208 3 -0.02 4 0 4 0.000 1 -0.001 3N53 max 0 3 -0.117 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.206 3 0 7 0 4 0.000 1 -0.001 3N110 max 0 6 -0.097 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.204 3 0 7 0 4 0.000 1 -0.001 3N136 max 0.077 3 -0.109 7 -0.008 8 0 8 0.000 1 0 7

min 0.002 7 -0.203 3 -0.026 4 0 4 0.000 1 -0.001 3N76 max 0 6 -0.109 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.203 3 0 7 0 4 0.000 1 -0.001 3N64 max 0 3 -0.113 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.199 3 0 7 0 4 0.000 1 -0.001 3N121 max 0 6 -0.093 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.198 3 0 7 0 4 0.000 1 -0.001 3

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 1

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN87 max 0 6 -0.105 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.196 3 0 7 0 4 0.000 1 -0.001 3N132 max 0.000 1 -0.09 7 0.000 1 0 8 0.000 1 0 7

min 0.000 1 -0.194 3 0.000 1 0 4 0.000 1 -0.001 3N15 max 0 6 -0.125 7 0 3 0 6 0.000 1 0 7

min 0.000 2 -0.193 3 0 7 0 4 0.000 1 -0.001 3N75 max 0 6 -0.109 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.192 3 0 7 0 4 0.000 1 -0.001 3N16 max 0 3 -0.123 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.19 3 0 7 0 4 0.000 1 -0.001 3N98 max 0 6 -0.101 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.19 3 0 7 0 4 0.000 1 -0.001 3N30 max 0 3 -0.121 7 0 3 0 6 0.000 1 0 7

min 0 7 -0.188 3 0 7 0 4 0.000 1 -0.001 3N86 max 0 6 -0.105 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.186 3 0 7 0 4 0.000 1 -0.001 3N41 max 0 3 -0.119 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.185 3 0 7 0 4 0.000 1 -0.001 3N109 max 0 6 -0.097 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.184 3 0 7 0 4 0.000 1 -0.001 3N52 max 0 3 -0.117 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.182 3 0 7 0 4 0.000 1 -0.001 3N97 max 0 6 -0.101 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.18 3 0 7 0 4 0.000 1 -0.001 3N140 max 0.074 3 -0.092 7 -0.008 8 0 8 0.000 1 0 7

min 0.001 7 -0.178 3 -0.027 4 0 4 0.000 1 -0.001 3N120 max 0 6 -0.092 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.178 3 0 7 0 4 0.000 1 -0.001 3N63 max 0 3 -0.113 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.176 3 0 7 0 4 0.000 1 -0.001 3N131 max 0 3 -0.09 7 0.000 2 0 8 0.000 1 0 7

min 0 7 -0.174 3 0 7 0 4 0.000 1 -0.001 3N108 max 0 6 -0.097 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.174 3 0 7 0 4 0.000 1 -0.001 3N13 max 0 6 -0.123 8 0 3 0 6 0.000 1 0 7

min 0.000 2 -0.169 3 0 7 0 4 0.000 1 -0.001 3N74 max 0 6 -0.108 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.169 3 0 7 0 4 0.000 1 -0.001 3N119 max 0 6 -0.092 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.168 3 0 7 0 4 0.000 1 -0.001 3N14 max 0 3 -0.122 8 0 3 0 6 0.000 1 0 7

min 0 7 -0.167 3 0 7 0 4 0.000 1 -0.001 3N130 max 0 3 -0.09 7 0.000 2 0 8 0.000 1 0 7

min 0.000 1 -0.164 3 0 7 0 4 0.000 1 -0.001 3N29 max 0 3 -0.12 8 0 3 0 8 0.000 1 0 7

min 0 7 -0.164 3 0 7 0 4 0.000 1 -0.001 3N85 max 0 6 -0.104 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.163 3 0 7 0 4 0.000 1 -0.001 3N40 max 0 3 -0.118 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.161 3 0 7 0 4 0.000 1 -0.001 3N138 max 0.081 3 -0.1 7 -0.008 8 0 8 0.000 1 0 7

min 0.001 7 -0.159 3 -0.025 4 0 4 0.000 1 -0.001 3N4 max 0.000 1 -0.015 6 0.000 1 0 8 0.000 1 0 4

min 0.000 1 -0.159 4 0.000 1 0 4 0.000 1 -0.001 6

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 2

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN96 max 0 6 -0.1 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.158 3 0 7 0 4 0.000 1 -0.001 3N1 max 0 3 -0.036 6 0.000 2 0 8 0.000 1 0 4

min 0 7 -0.158 4 0 6 0 4 0.000 1 -0.001 6N51 max 0 3 -0.116 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.158 3 0 7 0 4 0.000 1 -0.001 3N5 max 0 3 -0.046 6 0.000 2 0 8 0.000 1 0 4

min 0 7 -0.157 4 0 6 0 4 0.000 1 -0.001 6N7 max 0 3 -0.069 6 0.000 2 0 8 0.000 1 0 4

min 0 7 -0.157 4 0 6 0 4 0.000 1 -0.001 6N9 max 0 3 -0.092 6 0.000 2 0 8 0.000 1 0 4

min 0 7 -0.156 4 0 6 0 4 0.000 1 -0.001 6N11 max 0 3 -0.115 8 0.000 2 0 8 0.000 1 0.000 7

min 0.000 1 -0.156 4 0 7 0 4 0.000 1 -0.001 3N3 max 0 6 -0.014 6 0 3 0 8 0.000 1 0 4

min 0.000 2 -0.155 4 0 7 0 4 0.000 1 -0.001 6N2 max 0 6 -0.035 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.154 4 0 6 0 4 0.000 1 -0.001 6N6 max 0 6 -0.045 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.154 4 0 6 0 4 0.000 1 -0.001 6N8 max 0 6 -0.068 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.153 4 0 6 0 4 0.000 1 -0.001 6N10 max 0 6 -0.091 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.152 4 0 6 0 4 0.000 1 -0.001 6N12 max 0 3 -0.114 8 0.000 2 0 8 0.000 1 0.000 7

min 0.000 1 -0.152 4 0 7 0 4 0.000 1 -0.001 3N62 max 0 3 -0.112 7 0 3 0 8 0.000 1 0 7

min 0 7 -0.152 3 0 7 0 4 0.000 1 -0.001 3N107 max 0 6 -0.096 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.152 3 0 7 0 4 0.000 1 -0.001 3N24 max 0 6 -0.012 6 0 3 0 8 0.000 1 0 4

min 0.000 2 -0.151 4 0 7 0 4 0.000 1 -0.001 6N23 max 0 6 -0.034 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.15 4 0 6 0 4 0.000 1 -0.001 6N25 max 0 6 -0.044 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.15 4 0 6 0 4 0.000 1 -0.001 6N26 max 0 6 -0.066 6 0.000 2 0 8 0.000 1 0 4

min 0.000 2 -0.149 4 0 6 0 4 0.000 1 -0.001 6N27 max 0 6 -0.089 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.148 4 0 6 0 4 0.000 1 -0.001 6N28 max 0 3 -0.113 8 0.000 2 0 8 0.000 1 0.000 7

min 0.000 1 -0.148 4 0 7 0 4 0.000 1 -0.001 3N35 max 0 6 -0.011 6 0 3 0 6 0.000 1 0 4

min 0.000 2 -0.147 4 0 7 0 4 0.000 1 -0.001 6N34 max 0 6 -0.032 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.147 4 0 7 0 4 0.000 1 -0.001 6N36 max 0 6 -0.043 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.146 4 0 6 0 4 0.000 1 -0.001 6N73 max 0 6 -0.108 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.146 3 0 7 0 4 0.000 1 -0.001 3N118 max 0 6 -0.092 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.146 3 0 7 0 4 0.000 1 -0.001 3N37 max 0 6 -0.065 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.145 4 0 6 0 4 0.000 1 -0.001 6

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 3

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN38 max 0 6 -0.088 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.144 4 0 7 0 4 0.000 1 -0.001 6N39 max 0 6 -0.111 8 0.000 2 0 8 0.000 1 0.000 7

min 0.000 2 -0.144 4 0 7 0 4 0.000 1 -0.001 3N133 max 0.08 6 -0.041 6 -0.005 6 0 6 0.000 1 0 4

min -0.003 4 -0.143 4 -0.02 4 0 4 0.000 1 -0.001 6N46 max 0 6 -0.01 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.143 4 0 7 0 4 0.000 1 -0.001 6N45 max 0 6 -0.031 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.143 4 0 7 0 4 0.000 1 -0.001 6N47 max 0 6 -0.041 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.142 4 0 6 0 4 0.000 1 -0.001 6N129 max 0 6 -0.09 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.142 3 0 7 0 4 0.000 1 -0.001 3N48 max 0 6 -0.064 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.141 4 0 6 0 4 0.000 1 -0.001 6N84 max 0 6 -0.104 7 0 3 0 8 0.000 1 0 7

min 0.000 2 -0.141 3 0 7 0 4 0.000 1 -0.001 3N49 max 0 6 -0.087 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.14 4 0 7 0 4 0.000 1 -0.001 6N50 max 0 3 -0.11 8 0.000 2 0 8 0.000 1 0.000 7

min 0.000 2 -0.14 4 0 7 0 4 0.000 1 -0.001 3N57 max 0 3 -0.009 6 0 5 0 6 0.000 1 0 4

min 0.000 1 -0.136 4 0 6 0 4 0.000 1 -0.001 6N95 max 0 6 -0.1 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.135 3 0 7 0 4 0.000 1 -0.001 3N56 max 0 6 -0.03 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.135 4 0 6 0 4 0.000 1 -0.001 6N58 max 0 6 -0.04 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.135 4 0 7 0 4 0.000 1 -0.001 6N59 max 0 6 -0.062 6 0 5 0 6 0.000 1 0 4

min 0.000 2 -0.134 4 0 7 0 4 0.000 1 -0.001 6N60 max 0 6 -0.085 6 0.000 2 0 6 0.000 1 0 4

min 0.000 2 -0.133 4 0 7 0 4 0.000 1 -0.001 6N61 max 0 3 -0.108 8 0.000 2 0 8 0.000 1 0.000 2

min 0.000 2 -0.133 4 0 7 0 4 0.000 1 -0.001 3N106 max 0 6 -0.096 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.129 3 0 7 0 4 0.000 1 -0.001 3N68 max 0 3 -0.008 6 0.000 2 0 6 0.000 1 0 4

min 0 7 -0.128 4 0 6 0 4 0.000 1 -0.001 6N135 max 0.074 6 -0.029 6 -0.004 6 0 6 0.000 1 0 4

min -0.002 4 -0.127 4 -0.026 4 0 4 0.000 1 -0.001 6N67 max 0 3 -0.029 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.127 4 0 7 0 4 0.000 1 -0.001 6N69 max 0 3 -0.039 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.127 4 0 7 0 4 0.000 1 -0.001 6N70 max 0 3 -0.06 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.126 4 0 7 0 4 0.000 1 -0.001 6N71 max 0 3 -0.083 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.125 4 0 7 0 4 0.000 1 -0.001 6N72 max 0 3 -0.106 6 0.000 2 0 8 0.000 1 0.000 2

min 0.000 7 -0.125 4 0 7 0 4 0.000 1 -0.001 3N117 max 0 6 -0.092 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.124 3 0 7 0 4 0.000 1 -0.001 3

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 4

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN79 max 0 3 -0.007 6 0.000 2 0 6 0.000 1 0 4

min 0 7 -0.12 4 0 6 0 4 0.000 1 -0.001 6N128 max 0 6 -0.089 7 0.000 2 0 8 0.000 1 0 7

min 0.000 2 -0.12 3 0 7 0 4 0.000 1 -0.001 3N78 max 0 3 -0.027 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.12 4 0 7 0 4 0.000 1 -0.001 6N80 max 0 3 -0.037 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.12 4 0 7 0 4 0.000 1 -0.001 6N81 max 0 3 -0.059 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.119 4 0 7 0 4 0.000 1 -0.001 6N82 max 0 3 -0.081 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.119 4 0 7 0 4 0.000 1 -0.001 6N83 max 0 3 -0.103 6 0.000 2 0 8 0.000 1 0.000 1

min 0.000 7 -0.118 4 0 7 0 4 0.000 1 -0.001 3N90 max 0 3 -0.006 6 0.000 2 0 6 0.000 1 0 4

min 0 7 -0.114 2 0 6 0 4 0.000 1 -0.001 6N89 max 0 3 -0.026 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.114 2 0 7 0 4 0.000 1 -0.001 6N91 max 0 3 -0.036 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.114 2 0 7 0 4 0.000 1 -0.001 6N137 max 0.079 6 -0.056 6 -0.006 6 0 6 0.000 1 0 4

min -0.001 4 -0.113 2 -0.025 4 0 4 0.000 1 -0.001 6N92 max 0 3 -0.057 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.113 2 0 7 0 4 0.000 1 -0.001 6N93 max 0 3 -0.079 6 0 5 0 6 0.000 1 0 4

min 0 7 -0.113 2 0 7 0 4 0.000 1 -0.001 6N94 max 0 3 -0.1 7 0.000 2 0 8 0.000 1 0.000 1

min 0.000 7 -0.113 2 0 7 0 4 0.000 1 -0.001 3N101 max 0 3 -0.005 6 0.000 2 0 6 0.000 1 0 4

min 0 7 -0.109 2 0 6 0 4 0.000 1 -0.001 6N100 max 0 3 -0.024 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.108 2 0 7 0 4 0.000 1 -0.001 6N102 max 0 3 -0.034 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.108 2 0 7 0 4 0.000 1 -0.001 6N103 max 0 3 -0.055 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.108 2 0 7 0 4 0.000 1 -0.001 6N104 max 0 3 -0.077 6 0 3 0 6 0.000 1 0 2

min 0 7 -0.108 2 0 7 0 4 0.000 1 -0.001 6N105 max 0 6 -0.096 7 0.000 2 0 8 0.000 1 0.000 1

min 0.000 7 -0.107 2 0 7 0 4 0.000 1 -0.001 3N112 max 0 3 -0.003 6 0.000 2 0 6 0.000 1 0 2

min 0 7 -0.104 1 0 6 0 4 0.000 1 -0.001 6N139 max 0.071 6 -0.023 6 -0.005 6 0 6 0.000 1 0 2

min -0.001 2 -0.103 1 -0.027 4 0 4 0.000 1 -0.001 6N111 max 0 3 -0.023 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.103 1 0 7 0 4 0.000 1 -0.001 6N113 max 0 3 -0.033 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.103 1 0 7 0 4 0.000 1 -0.001 6N114 max 0 3 -0.054 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.103 1 0 7 0 4 0.000 1 -0.001 6N115 max 0 3 -0.075 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.102 1 0 7 0 4 0.000 1 -0.001 6N116 max 0 6 -0.092 7 0.000 2 0 8 0.000 1 0.000 1

min 0.000 7 -0.102 1 0 7 0 4 0.000 1 -0.001 3

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 5

Company : FFE Minerals June 16, 2004Designer : CJV

Fundacion F1Job Number : Checked By:_____

Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate

(Cm) Lc (Cm) Lc (Cm) Lc (radians) Lc (radians) Lc (radians) LcN123 max 0.000 1 -0.002 6 0.000 1 0 6 0.000 1 0 2

min 0.000 1 -0.101 1 0.000 1 0 4 0.000 1 -0.001 6N122 max 0 6 -0.022 6 0 5 0 6 0.000 1 0 2

min 0.000 2 -0.1 1 0 7 0 4 0.000 1 -0.001 6N124 max 0 6 -0.032 6 0 5 0 6 0.000 1 0 2

min 0 4 -0.1 1 0 7 0 4 0.000 1 -0.001 6N125 max 0 3 -0.053 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.099 1 0 7 0 4 0.000 1 -0.001 6N126 max 0 3 -0.074 6 0 5 0 6 0.000 1 0 2

min 0 7 -0.099 1 0 7 0 4 0.000 1 -0.001 6N127 max 0 6 -0.089 7 0.000 2 0 8 0.000 1 0.000 1

min 0.000 7 -0.099 1 0 7 0 4 0.000 1 -0.001 3

RISA-3D Version 4 [G:\OF1702\fund\f1_ct07.r3d] Page 6