memoria eccentric aa
DESCRIPTION
calculoTRANSCRIPT
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Designer: Csar Jimnez V.Date : November.2003
A CJVIssue for Approval Nov.2003
Date Approved By Approved ByRev Description By Rev.
FFE Minerals
PROYECTO : Voisey's Bay Project
Eccentric Removal Carriage
Calculation Sheet
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INDEX
SUBJECT PAGE
1.- Objective 1
2.- Design Basis 12.1.- Materials 12.2.- Basis Load 12.3.- Load Combinations 12.4.- Design Code 12.5.- References 1
3.- Design3.1.- Design Checkered Floor Plate 23.2.- Design of element that support checkered plate 23.3.- Design removal platform 3
4.- Checking Element 5
5.- Deflections 8
6.- Connections 8
7.- Total Loads 8
8.- Approximate Center of Gravity 8
Annexe
Input Data 9Structure Model 30Code Check 43Envelope Forces Horizontal Bracing 45Envelope Forces Vertical Bracing 51Envelope Forces Beam W12x19 55Envelope Forces Beam W8x10 63Envelope Forces Beam C5x6.7 66
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
1.- ObjectiveThe present document will be include the design of the Excentric Removal Carriage for the Voisey's Project.
2.- Design Basis2.1.- Materials
Steel Structural shall conform to ASTM A36.
High Strength Bolt ASTM A325 according Standard Specification for High-Strenght Bolts for Structural Steel Joints.
Connection threaded excluded of shear plane. Electrode series E480 according with CSA W48.1
Minimum Thickness :
- Web of welded shapes or Hot rolled shapes : 4 mm- Flange of welded shapes or Hot rolled shapes : 5 mm- Plate Connection : 5 mm
2.2.- Basic LoadDead Load (DL)Live Load (LL) 100 psf = 500 kg/m2
Wind (WL) Do Not AplicableEarthquake (EL)Snow (SL) Do Not Aplicable Impact (IL)Temperature (TL)
Beam Allowable Deflection = L/300Column Allowable Deflection = H/250Impact Load 25%
2.3.- Load Combinations
According to NBC 1995
- -- DL+LL - DL+2/3EL+TL- DL+2/3EL - DL+LL+2/3EL+TL- DL+TL- DL+LL+2/3EL
2.4.- Design CodeAISC 1989 (Allowable Stress)NBC 1995
2.5.- References- Drawing C1136-ME-01-D-01
DL+LL+TL
FFE Minerals
DL
Cesar Jimenez V1
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
3.- Design
3.1.- Design Checkered Floor Plate Fb = 110 Mpa Allowable bending stress
60 cm 60 cm
qDL = kg/m2 t = 6mm
qLL = kg/m2
For b = 100 cm
q = 547 kg/m
M = kg-cm/m Mallow = kg-cm/m ok! = cm allow = cm ok!
3.2.- Design of element that support the checkered plate
100 cm
164 kg 164 kg
For b = 60 cm Using C5x6,7 d = 127 mm Af = cm2
b = 47,9 mm Fm = ksiq = 328 kg/m e = 7,9 mm Fm = kg/cm
2
Sx = cm3
M = kg-cm/m M = kg-cm ok! = cm adm = 0,33 cm ok!
164 kg
120 cm
For b = 60 cm Using C5x6,7 d = 127 mm Af = cm2
b = 47,9 mm Fm = ksie = 7,9 mm Fm = kg/cm
2
Sx = cm3
M = kg-cm ok!M = kg-cm/m = cm adm = 0,4 cm ok!0,004
47,1500
2461,950,10
6600,000,2
4923,90
0,00
1518,0071,77
108946,9
3,784135,76
1518,0071,77
108946,94103,25
3,784129,80
Cesar Jimenez V2
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
3.3.- Design to Removal platform
C3x5 (Tip.)
2270
L2x2x3/16"
q = 547 kg/m2 x 0,75 m = kg/m
227 cm
466 kg 466 kg
For b = 75 cm Using C3x5 d = 76,2 mm Af = cm2
b = 38,1 mm Fm = ksiq = 410 kg/m e = 6,93 mm Fm = kg/cm
2
Sx = cm3
M = kg-cm/m M = kg-cm = cm adm = 0,76 cm ok!
is Acceptable0,08
750(TIP.)
410,25
2,63686518,29
1285,6020,32
26424,72 26123,42
Cesar Jimenez V3
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
Design Principal Element
To design the principal element, the basic load will be:
Dead Load Hydraulic Cylinder Assy : kgBotton plate and excentric Assy : kg
Dead Load Design : kg = 1,5*5510 kg
and dead Load of member and checkered plata.
Impact Load P = kg 25%
Live Load q = 500 kg/m2
Earthquake Load
Design Base Shear Ve U U = 0,6R
Ve = v * S * I * F * W
v = 0,05 Za = 1 Zv = 1 I = 1,0
Tx = seg < 0,25 segTy = seg < 0,25 seg
Then S = 3,0 F = 1,3 Considering Soil category 2
Therefore Ve = 0,20 W R = 2 braced frame with nominal ductility
V = 0,06 W
W = DL + LL W = 25,5 ton
V = 1,49 ton
Temperature Load T = 40 CTo design of elements there will be use the program RISA 3DW.
Vmin =
8265
2066,25 8265
55104808
0,0940,081
Cesar Jimenez V4
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
4.- Checking Elements
Horizontal bracing L2x2x3/16
P = kg fc = kg/cm2
Acero : ASTM A 36 Fy = 2530 kg/cm2
Perfil : L2x2x3/16A = mm2
rx = mmrv = mm
kL = mm_ x = mmb = mmt = mm
kL/r =
b/e = 8,71 < 12,7
Q = 1
Cc = Fc = kg/cm2
F.U. = 0,58 < 1,33 ok! Usar L2x2x3/16
Vertical bracing 2x2x3/16
P = kg fc = kg/cm2 T = kg ft = kg/cm2
Acero : ASTM A 36 Fy = 2530 kg/cm2 Ft = kg/cm2
Perfil : L2x2x3/16A = mm2
rx = mmrv = mm
kL = mm_ x = mmb = mmt = mm
kL/r =
b/e = 8,71 < 12,7
Q = 1
Cc = Fc = kg/cm2
F.U. = 0,45 < 1,33 ok! Usar L2x2x3/16
3295 714,29
1518,00
461,315,67
2515 545,20
10980
13,8651
4,76
98,00
461,315,67
10
942,47
1936 419,68
980
13,8651
4,76
98,00
942,47
128,0
128,0
Cesar Jimenez V5
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
Beams W12x19
Propiedades Acero : Fy = 2530 kg/cm
2
Mx = ton-m V = ton
N = ton
h t y A9 102 4 9059 102 304 905
8,9 291 6 154 1.738
3.5485,97
308,9 A = cm2
y = cm Fy = 36 ksiI = cm4
S = cm3
102 rx = cmry = cm
(b/t) = 5,71 < 65/raiz(Fy) = 10,8 Seccin Compacta(d/t) = 48,8 < 640/raiz(Fy) = 107(h/t) = 51,7 < 760/raiz(Fy) = 127 Lm = 1500 mm > Lc = 1288 mm Fm = 0,6Fy
Tensiones de Trabajo Segn F1.1 AISC - 89
Corte Flexin Compresin
fv = kg/cm2 fm = kg/cm2 fc = kg/cm2
Tensiones Admisibles
Corte Compresin(h/t) = 51,7 < 380/raiz(Fy) = 63,3
Fv = kg/cm2 Fc = 1141 kg/cm2 (Obtenida del programa)
Flexin
Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 50,7 in = cm
Lm = 150 cm > cm Fm = kg/cm2
F.U. = 0,9 < 1 ok!
0,39
I Ay Ay2
5.975 4.028 17.924275.567 83.896.321
12.272.123 268.414 41.456.474
548.008 125.370.719
35,5
6,51 1354,70 10,99
15,45301,5
343,212,22
1012,00
128,8
1518128,8
2,10
12.284.072
5.975
4,650,12
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
Beams W8x10
Propiedades Acero : Fy = 2530 kg/cm
2
Mx = ton-m V = ton
N = ton
h t y A5 100 3 5205 100 198 520
5,2 190 4 100 817
1.8574,3
200,4 A = cm2
y = cm Fy = 36 ksiI = cm4
S = cm3
100 rx = cmry = cm
(b/t) = 9,62 < 65/raiz(Fy) = 10,8 Seccin Compacta(d/t) = 44,2 < 640/raiz(Fy) = 107(h/t) = 46,6 < 760/raiz(Fy) = 127 Lm = 1120 mm < Lc = 1267 mm Fm = 0,66Fy
Tensiones de Trabajo Segn F1.1 AISC - 89
Corte Flexin Compresin
fv = kg/cm2 fm = kg/cm2 fc = kg/cm2
Tensiones Admisibles
Corte Compresin(h/t) = 46,6 < 380/raiz(Fy) = 63,3
Fv = kg/cm2 Fc = 1274 kg/cm2 (Obtenida del programa)
Flexin
Lc = min((76b/raiz(Fy));20000/((d/A)Fy)= 49,9 in = cm
Lm = 112 cm < cm Fm = kg/cm2
F.U. = 0,7 < 1 ok!
Beams C5x6,7
Using C5x6,7 d = 127 mm Af = cm2
b = 47,9 mm Fm = ksiL = 122 cm e = 7,9 mm Fm = kg/cm
2
Sx = cm3
M = kg-cm ok!M = kg-cm/m = cm adm = cm ok!
1,340,181,25
I Ay Ay2
1.172 1.352 3.5151.172 102.856 20.344.917
2.457.808 81.863 8.202.713
2.460.152 186.071 28.551.145
18,610,0
1236,7123,4
8,162,16
20,89 1085,70 67,31
1012,00
3,7841
0,980 1,33
29,311260,00
71,7790430,2
126,7
1669,8126,7
56498,00
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Project : Voisey's Bay Project Sheet : ofSubject : Eccentric Removal Carriage Date : October.2003Designer : C.J.V.
FFE Minerals
Columns W8x10
P = kg ft = kg/cm2 Ft = kg/cm2 ok!
5.- Deflections
Vertical : 1,06 cm ok!
Horizontal : 0,08 cm ok!
6.- Connections
Columns W8x10
F = kg Use 4 3/4" F = Ton ok!
Beam W12x22
F = kg Use 6 3/4" F = Ton ok!Beam W8x10
F = kg Use 4 3/4" F = Ton ok!Beam C6x8,2
F = kg Use 2 5/8" F = Ton ok!7.- Total Loads
kgkgkgkg
8.- Approximate Center of gravity
- Dead Load without Bottom plate & eccentric assemblies
X = cmY = cmZ = cm
4000 - Dead Load without Bottom plate & eccentric assemblies + Live Load
Y X = cmY = cmZ = cm
3900 X
79,4
200,0032,62
185,70197,30
30.910
Carriage LoadBottom Plate & Eccentric Assemblies LoadPlatform Live Load
Total Load
5.51011.700
13.700
195,00
1,58 12,2
1,26 35,2
1260
5990 35,2
0,41 52,8
5990 322,043
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
GlobalSteel CodeAllowable Stress Increase Factor (ASIF)Include Shear DeformationInclude WarpingNo. of Sections for Member CalcsRedesign SectionsP-Delta Analysis ToleranceVertical Axis
AISC 9th Edition ASD1.333YesYes5 Yes0.50%Z
Materials (General)Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
(Kg/mm^2) (Kg/mm^2) Ratio (per 10^5 C) (MT/m^3) (Kg/mm^2)STL 20389 7842.04 .3 .65 7.849 25.311
SectionsSection Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) T/CLabel Shape Label (Cm)^2 (Cm^4) (Cm^4) (Cm^4) OnlyVG W12X19 STL 35.935 1.2 1.2 156.503 5411.01 7.492VG2 W8X10 STL 19.097 1.2 1.2 86.992 1281.99 1.665CL W8X10 STL 19.097 1.2 1.2 86.992 1281.99 1.665
VG1 W12X19 STL 35.935 1.2 1.2 156.503 5411.01 7.492LP L2X2X3 STL 4.613 1.2 1.2 11.238 11.321 .375C C5X6.7 STL 12.71 1.2 1.2 19.563 311.757 2.497
DGV L3X3X4 STL 9.29 1.2 1.2 51.613 51.613 1.332C8 C5X6.7 STL 12.71 1.2 1.2 19.563 311.757 2.497LP2 L2X2X3 STL 4.613 1.2 1.2 11.238 11.321 .375S10 STL 1 1.2 1.2 1 1 1
Joint CoordinatesJoint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature
(Cm) (Cm) (Cm) (C)N1 390 0 0 0N2 390 400 0 0N3 0 0 0 0N4 0 400 0 0N5 390 0 235 0N6 390 400 235 0N7 0 0 235 0N8 0 400 235 0N9 120 0 0 0N10 120 400 0 0N11 270 0 0 0N12 270 400 0 0N13 120 400 235 0N14 270 400 235 0N15 390 200 117.5 0N16 0 200 117.5 0N18 330 400 117.5 0N19 60 400 117.5 0
N19A 195 0 117.5 0N20 60 0 0 0N21 60 400 0 0N22 330 0 0 0
Cesar Jimenez VInput Data
Cesar Jimenez V9
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Joint Coordinates (continued) Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature
(Cm) (Cm) (Cm) (C)N23 330 400 0 0N24 390 100 0 0N25 390 200 0 0N26 390 300 0 0N27 0 100 0 0N28 0 200 0 0N29 0 300 0 0N30 120 100 0 0N31 120 200 0 0N32 120 300 0 0N33 270 100 0 0N34 270 200 0 0N35 270 300 0 0N36 330 100 0 0N37 60 100 0 0N38 330 200 0 0N39 60 200 0 0N40 330 300 0 0N41 60 300 0 0N42 195 0 0 0N43 195 400 0 0N44 195 100 0 0N45 195 300 0 0N46 60 50 0 0N47 60 150 0 0N48 60 250 0 0N49 60 350 0 0N50 330 50 0 0N51 330 150 0 0N52 330 250 0 0N53 330 350 0 0N54 195 50 0 0N55 195 350 0 0N56 390 50 235 0N57 390 172 235 0N58 390 294 235 0N59 0 50 235 0N60 0 172 235 0N61 0 294 235 0N62 83 0 235 0N63 83 400 235 0N64 307 0 235 0N65 307 400 235 0N66 307 50 235 0N67 307 294 235 0N68 83 50 235 0N69 83 294 235 0N70 195 400 235 0N71 195 0 235 0N72 195 50 235 0N73 195 294 235 0N74 83 172 235 0N75 307 172 235 0N76 195 200 0 0
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Boundary ConditionsJoint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation
(MT/cm) (MT/cm) (MT/cm) (MT-m/rad) (MT-m/rad) (MT-m/rad)N5 Reaction Reaction ReactionN6 Reaction Reaction ReactionN7 Reaction Reaction ReactionN8 Reaction Reaction Reaction
Member Data X-Axis Section End Releases End Offsets Inactive Member
Member Label I Node J Node K Node Rotate Set I-End J-End I-End J-End Code Length(degrees) xyz xyz xyz xyz (Cm) (Cm) (Cm)
M1 N1 N24 90 VG2 BenPIN 100M2 N3 N27 90 VG2 BenPIN 100M3 N3 N20 90 VG BenPIN 60M4 N4 N21 90 VG BenPIN 60M5 N5 N56 90 VG BenPIN 50M6 N7 N59 90 VG BenPIN 50M7 N7 N62 90 VG BenPIN 83M8 N8 N63 90 VG BenPIN 83M9 N3 N7 CL 235M10 N1 N5 CL 235M11 N4 N8 CL 235M12 N2 N6 CL 235M13 N9 N42 90 VG 75M14 N10 N43 90 VG 75M15 N11 N22 90 VG 60M16 N12 N23 90 VG 60M17 N9 N30 90 VG1 BenPIN 100M18 N11 N33 90 VG1 BenPIN 100M19 N1 N15 90 DGV BenPIN 231.962M20 N2 N15 90 DGV BenPIN 231.962M21 N3 N16 90 DGV BenPIN 231.962M22 N4 N16 90 DGV BenPIN 231.962M25 N13 N70 90 VG 75M26 N14 N65 90 VG 37M27 N10 N13 C BenPIN BenPIN 235M28 N12 N14 C BenPIN BenPIN 235M29 N2 N18 90 DGV BenPIN 131.933M30 N4 N19 90 DGV BenPIN 131.933M31 N10 N19 90 DGV BenPIN 131.933M32 N12 N18 90 DGV BenPIN 131.933M33 N15 N6 90 DGV BenPIN 231.962M34 N15 N5 90 DGV BenPIN 231.962M35 N16 N8 90 DGV BenPIN 231.962M36 N16 N7 90 DGV BenPIN 231.962M39 N18 N14 90 DGV BenPIN 131.933M40 N18 N6 90 DGV BenPIN 131.933M41 N19 N13 90 DGV BenPIN 131.933M42 N19 N8 90 DGV BenPIN 131.933
M39A N3 N19A 90 DGV BenPIN 227.665M40A N1 N19A 90 DGV BenPIN 227.665M41A N19A N5 90 DGV BenPIN 227.665M42A N19A N7 90 DGV BenPIN 227.665M43 N20 N9 90 VG 60M44 N21 N10 90 VG 60
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Data (continued) Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length
Rotate Set I-End J-End I-End J-End (degrees) (Cm) (Cm) (Cm)
M45 N22 N1 90 VG BenPIN 60M46 N23 N2 90 VG BenPIN 60M47 N24 N25 90 VG2 100M48 N25 N26 90 VG2 100M49 N26 N2 90 VG2 BenPIN 100M50 N27 N28 90 VG2 100M51 N28 N29 90 VG2 100M52 N29 N4 90 VG2 BenPIN 100M53 N30 N31 90 VG1 100M54 N31 N32 90 VG1 100M55 N32 N10 90 VG1 BenPIN 100M56 N33 N34 90 VG1 100M57 N34 N35 90 VG1 100M58 N35 N12 90 VG1 BenPIN 100M59 N24 N36 90 C BenPIN 60M60 N33 N44 90 C BenPIN 75M61 N30 N37 90 C BenPIN 60M62 N25 N38 90 C BenPIN 60M63 N34 N76 90 C BenPIN 75M64 N31 N39 90 C BenPIN 60M65 N26 N40 90 C BenPIN 60M66 N35 N45 90 C BenPIN 75M67 N32 N41 90 C BenPIN 60M68 N36 N33 90 C BenPIN 60M69 N37 N27 90 C BenPIN 60M70 N38 N34 90 C BenPIN 60M71 N39 N28 90 C BenPIN 60M72 N40 N35 90 C BenPIN 60M73 N41 N29 90 C BenPIN 60M74 N20 N46 90 C BenPIN 50M75 N37 N47 90 C BenPIN 50M76 N39 N48 90 C BenPIN 50M77 N41 N49 90 C BenPIN 50M78 N22 N50 90 C BenPIN 50M79 N36 N51 90 C BenPIN 50M80 N38 N52 90 C BenPIN 50M81 N40 N53 90 C BenPIN 50M82 N42 N11 90 VG 75M83 N43 N12 90 VG 75M84 N44 N30 90 C BenPIN 75M85 N45 N32 90 C BenPIN 75M86 N42 N54 90 C BenPIN 50M87 N45 N55 90 C BenPIN 50M88 N24 N50 90 LP BenPIN 78.102M89 N11 N54 90 LP BenPIN 90.139M90 N30 N46 90 LP BenPIN 78.102M91 N26 N53 90 LP BenPIN 78.102M92 N12 N55 90 LP BenPIN 90.139M93 N32 N49 90 LP BenPIN 78.102M94 N30 N47 90 LP BenPIN 78.102M95 N28 N48 90 LP BenPIN 78.102M96 N33 N51 90 LP BenPIN 78.102M97 N25 N52 90 LP BenPIN 78.102
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Data (continued) Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length
Rotate Set I-End J-End I-End J-End (degrees) (Cm) (Cm) (Cm)
M98 N46 N37 90 C BenPIN 50M99 N46 N3 90 LP BenPIN 78.102M100 N47 N39 90 C BenPIN 50M101 N47 N28 90 LP BenPIN 78.102M102 N48 N41 90 C BenPIN 50M103 N48 N32 90 LP BenPIN 78.102M104 N49 N21 90 C BenPIN 50M105 N49 N4 90 LP BenPIN 78.102M106 N50 N36 90 C BenPIN 50M107 N50 N11 90 LP BenPIN 78.102M108 N51 N38 90 C BenPIN 50M109 N51 N25 90 LP BenPIN 78.102M110 N52 N40 90 C BenPIN 50M111 N52 N35 90 LP BenPIN 78.102M112 N53 N23 90 C BenPIN 50M113 N53 N12 90 LP BenPIN 78.102M114 N54 N44 90 C BenPIN 50M115 N54 N30 90 LP BenPIN 90.139M116 N55 N43 90 C BenPIN 50M117 N55 N32 90 LP BenPIN 90.139M118 N56 N57 90 VG 122M119 N57 N58 90 VG 122M120 N58 N6 90 VG BenPIN 106M121 N59 N60 90 VG 122M122 N60 N61 90 VG 122M123 N61 N8 90 VG BenPIN 106M124 N62 N71 90 VG 112M125 N63 N13 90 VG 37M126 N64 N5 90 VG BenPIN 83M127 N65 N6 90 VG BenPIN 83M128 N56 N66 90 VG2 BenPIN 83M129 N58 N67 90 VG2 BenPIN 83M130 N66 N72 90 VG2 112M131 N67 N73 90 VG2 112M132 N68 N59 90 VG2 BenPIN 83M133 N69 N61 90 VG2 BenPIN 83M134 N62 N68 90 C8 BenPIN BenPIN 50M135 N68 N74 90 C8 BenPIN 122M136 N69 N63 90 C8 BenPIN BenPIN 106M137 N64 N66 90 C8 BenPIN BenPIN 50M138 N66 N75 90 C8 BenPIN 122M139 N67 N65 90 C8 BenPIN BenPIN 106M140 N70 N14 90 VG 75M141 N71 N64 90 VG 112M142 N72 N68 90 VG2 112M143 N73 N69 90 VG2 112M144 N71 N72 90 C8 BenPIN BenPIN 50M145 N73 N70 90 C8 BenPIN BenPIN 106M146 N59 N62 90 LP2 BenPIN BenPIN 96.897M147 N62 N72 90 LP2 BenPIN BenPIN 122.654M148 N72 N64 90 LP2 BenPIN BenPIN 122.654M149 N64 N56 90 LP2 BenPIN BenPIN 96.897M150 N74 N69 90 C8 BenPIN 122
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Data (continued) Member Label I Node J Node K Node X-Axis Section End Releases End Offsets Inactive Length
Rotate Set I-End J-End I-End J-End (degrees) (Cm) (Cm) (Cm)
M151 N75 N67 90 C8 BenPIN 122M152 N57 N75 90 C8 BenPIN BenPIN 83M153 N74 N60 90 C8 BenPIN BenPIN 83M154 N56 N75 90 LP2 BenPIN BenPIN 147.557M155 N75 N58 90 LP2 BenPIN BenPIN 147.557M156 N58 N65 90 LP2 BenPIN BenPIN 134.629M157 N65 N73 90 LP2 BenPIN BenPIN 154.208M158 N73 N63 90 LP2 BenPIN BenPIN 154.208M159 N63 N61 90 LP2 BenPIN BenPIN 134.629M160 N61 N74 90 LP2 BenPIN BenPIN 147.557M161 N74 N59 90 LP2 BenPIN BenPIN 147.557M162 N76 N31 90 C BenPIN 75M163 N44 N76 90 C BenPIN BenPIN 100M164 N76 N45 90 C BenPIN BenPIN 100
Steel Design / NDS ParametersMember Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway
Label Set le2 le1 le_bend K y-y K z-z CH Cm z-z B y z(Cm) (Cm) (Cm) (Cm)
M1 VG2 100 100 400 100 1 1 M2 VG2 100 100 400 100 1 1 M3 VG 60 150 390 150 1 1 M4 VG 60 150 390 150 1 1 M5 VG 50 40 400 40 1 1 M6 VG 50 40 400 40 1 1 M7 VG 83 83 390 83 1 1 M8 VG 83 83 390 83 1 1 M9 CL 235 235 235 235 1 1 M10 CL 235 235 235 235 1 1 M11 CL 235 235 235 235 1 1 M12 CL 235 235 235 235 1 1 M13 VG 75 150 390 150 1 1 M14 VG 75 150 390 150 1 1 M15 VG 60 150 390 150 1 1 M16 VG 60 150 390 150 1 1 M17 VG1 100 100 400 100 1 1 M18 VG1 100 100 400 100 1 1 M19 DGV 231.962 232 232 232 1 1 M20 DGV 231.962 232 232 232 1 1 M21 DGV 231.962 232 232 232 1 1 M22 DGV 231.962 232 232 232 1 1 M25 VG 75 112 112 112 1 1 M26 VG 37 112 112 112 1 1 M27 C 235 1 1 M28 C 235 1 1 M29 DGV 131.933 228 228 228 1 1 M30 DGV 131.933 228 228 228 1 1 M31 DGV 131.933 228 228 228 1 1 M32 DGV 131.933 228 228 228 1 1 M33 DGV 231.962 232 232 232 1 1 M34 DGV 231.962 232 232 232 1 1 M35 DGV 231.962 232 232 232 1 1 M36 DGV 231.962 232 232 232 1 1
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway
Label Set le2 le1 le_bend K y-y K z-z CH Cm z-z B y z(Cm) (Cm) (Cm) (Cm)
M39 DGV 131.933 228 228 228 1 1 M40 DGV 131.933 228 228 228 1 1 M41 DGV 131.933 228 228 228 1 1 M42 DGV 131.933 228 228 228 1 1
M39A DGV 227.665 228 228 228 1 1 M40A DGV 227.665 228 228 228 1 1 M41A DGV 227.665 228 228 228 1 1 M42A DGV 227.665 228 228 228 1 1 M43 VG 60 150 390 150 1 1 M44 VG 60 150 390 150 1 1 M45 VG 60 150 390 150 1 1 M46 VG 60 150 390 150 1 1 M47 VG2 100 100 400 100 1 1 M48 VG2 100 100 400 100 1 1 M49 VG2 100 100 400 100 1 1 M50 VG2 100 100 400 100 1 1 M51 VG2 100 100 400 100 1 1 M52 VG2 100 100 400 100 1 1 M53 VG1 100 100 400 100 1 1 M54 VG1 100 100 400 100 1 1 M55 VG1 100 100 400 100 1 1 M56 VG1 100 100 400 100 1 1 M57 VG1 100 100 400 100 1 1 M58 VG1 100 100 400 100 1 1 M59 C 60 60 120 60 1 1 M60 C 75 150 150 150 1 1 M61 C 60 60 120 60 1 1 M62 C 60 60 120 60 1 1 M63 C 75 150 150 150 1 1 M64 C 60 60 120 60 1 1 M65 C 60 60 120 60 1 1 M66 C 75 150 150 150 1 1 M67 C 60 60 120 60 1 1 M68 C 60 60 120 60 1 1 M69 C 60 60 120 60 1 1 M70 C 60 60 120 60 1 1 M71 C 60 60 120 60 1 1 M72 C 60 60 120 60 1 1 M73 C 60 60 120 60 1 1 M74 C 50 120 120 120 1 1 M75 C 50 120 120 120 1 1 M76 C 50 120 120 120 1 1 M77 C 50 120 120 120 1 1 M78 C 50 120 120 120 1 1 M79 C 50 120 120 120 1 1 M80 C 50 120 120 120 1 1 M81 C 50 120 120 120 1 1 M82 VG 75 150 390 150 1 1 M83 VG 75 150 390 150 1 1 M84 C 75 150 150 150 1 1 M85 C 75 150 150 150 1 1 M86 C 50 120 120 120 1 1 M87 C 50 120 120 120 1 1
Cesar Jimenez V15
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway
Label Set le2 le1 le_bend K y-y K z-z CH Cm z-z B y z(Cm) (Cm) (Cm) (Cm)
M88 LP 78.102 1 1 M89 LP 90.139 1 1 M90 LP 78.102 1 1 M91 LP 78.102 1 1 M92 LP 90.139 1 1 M93 LP 78.102 1 1 M94 LP 78.102 1 1 M95 LP 78.102 1 1 M96 LP 78.102 1 1 M97 LP 78.102 1 1 M98 C 50 120 120 120 1 1 M99 LP 78.102 1 1 M100 C 50 120 120 120 1 1 M101 LP 78.102 1 1 M102 C 50 120 120 120 1 1 M103 LP 78.102 1 1 M104 C 50 120 120 120 1 1 M105 LP 78.102 1 1 M106 C 50 120 120 120 1 1 M107 LP 78.102 1 1 M108 C 50 120 120 120 1 1 M109 LP 78.102 1 1 M110 C 50 120 120 120 1 1 M111 LP 78.102 1 1 M112 C 50 120 120 120 1 1 M113 LP 78.102 1 1 M114 C 50 120 120 120 1 1 M115 LP 90.139 1 1 M116 C 50 120 120 120 1 1 M117 LP 90.139 1 1 M118 VG 122 122 400 122 1 1 M119 VG 122 122 400 122 1 1 M120 VG 106 106 400 106 1 1 M121 VG 122 122 400 122 1 1 M122 VG 122 122 400 122 1 1 M123 VG 106 106 400 106 1 1 M124 VG 112 112 112 112 1 1 M125 VG 37 112 112 112 1 1 M126 VG 83 83 390 83 1 1 M127 VG 83 83 390 83 1 1 M128 VG2 83 83 390 83 1 1 M129 VG2 83 83 390 83 1 1 M130 VG2 112 112 390 112 1 1 M131 VG2 112 112 390 112 1 1 M132 VG2 83 83 390 83 1 1 M133 VG2 83 83 390 83 1 1 M134 C8 50 1 1 M135 C8 122 122 122 122 1 1 M136 C8 106 1 1 M137 C8 50 1 1 M138 C8 122 122 122 122 1 1 M139 C8 106 1 1 M140 VG 75 112 112 112 1 1
Cesar Jimenez V16
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Steel Design / NDS Parameters (continued) Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway
Label Set le2 le1 le_bend K y-y K z-z CH Cm z-z B y z(Cm) (Cm) (Cm) (Cm)
M141 VG 112 112 112 112 1 1 M142 VG2 112 112 390 112 1 1 M143 VG2 112 112 390 112 1 1 M144 C8 50 1 1 M145 C8 106 1 1 M146 LP2 96.897 1 1 M147 LP2 122.654 1 1 M148 LP2 122.654 1 1 M149 LP2 96.897 1 1 M150 C8 122 122 122 122 1 1 M151 C8 122 122 122 122 1 1 M152 C8 83 1 1 M153 C8 83 1 1 M154 LP2 147.557 1 1 M155 LP2 147.557 1 1 M156 LP2 134.629 1 1 M157 LP2 154.208 1 1 M158 LP2 154.208 1 1 M159 LP2 134.629 1 1 M160 LP2 147.557 1 1 M161 LP2 147.557 1 1 M162 C 75 150 150 150 1 1 M163 C 100 1. 1. M164 C 100 1. 1.
Redesign CriteriaSection Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check
(Cm) (Cm) (Cm) (Cm) VG 40 1 40 1 1 .1CL 40 1 40 1 1 .1
VG1 40 1 40 1 1 .1LP 40 1 40 1 1 .1C 40 1 40 1 1 .1
DGV 40 1 40 1 1 .1C8 40 1 40 1 1 .1LP2 40 1 40 1 1 .1VG2 40 1 40 1 1 .1
Distributed Load PatternsPattern Label Direction Start Magnitude End Magnitude Start Location End Location (Kg/m, C) (Kg/m, C) (Cm or %) (Cm or %)
DL1 Z -14.13 -14.13 0 0DL2 Z -17.66 -17.66 0 0DL3 Z -21.2 -21.2 0 0DL4 Z -24.73 -24.73 0 0LL1 Z -150 -150 0 0LL2 Z -187.5 -187.5 0 0LL3 Z -225 -225 0 0LL4 Z -262.5 -262.5 0 0TL T 40 40 0 0
ELX1 X 9.85 9.85 0 0ELX2 X 12.31 12.31 0 0
Cesar Jimenez V17
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Distributed Load Patterns (continued) Pattern Label Direction Start Magnitude End Magnitude Start Location End Location (Kg/m, C) (Kg/m, C) (Cm or %) (Cm or %)
ELX3 X 14.77 14.77 0 0ELX4 X 17.23 17.23 0 0ELY1 Y 9.85 9.85 0 0ELY2 Y 12.31 12.31 0 0ELY3 Y 14.77 14.77 0 0ELY4 Y 17.23 17.23 0 0
Basic Load Case DataBLC No. Basic Load Case Category Category Load Type Totals
Description Code Description Nodal Point Distributed Surface1 DL None 4 96 2 LL None 92 3 TL None 162 4 ELx None 4 96 5 ELy None 4 96 6 IL None 4
Member Point Loads, Category : None, BLC 1 : DLMember Label I Joint J Joint Direction Magnitude Location
(Kg, Kg-cm) (Cm or %)M53 N30 N31 Z -2066 %50M54 N31 N32 Z -2066 %50M56 N33 N34 Z -2066 %50M57 N34 N35 Z -2066 %50
Member Point Loads, Category : None, BLC 4 : ELxMember Label I Joint J Joint Direction Magnitude Location
(Kg, Kg-cm) (Cm or %)M53 N30 N31 X 413.25 %50M54 N31 N32 X 413.25 %50M56 N33 N34 X 413.25 %50M57 N34 N35 X 413.25 %50
Member Point Loads, Category : None, BLC 5 : ELyMember Label I Joint J Joint Direction Magnitude Location
(Kg, Kg-cm) (Cm or %)M53 N30 N31 Y 413.25 %50M54 N31 N32 Y 413.25 %50M56 N33 N34 Y 413.25 %50M57 N34 N35 Y 413.25 %50
Member Point Loads, Category : None, BLC 6 : ILMember Label I Joint J Joint Direction Magnitude Location
(Kg, Kg-cm) (Cm or %)M53 N30 N31 Z -516.56 %50M54 N31 N32 Z -516.56 %50M56 N33 N34 Z -516.56 %50M57 N34 N35 Z -516.56 %50
Cesar Jimenez V18
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 1 : DLMember Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1 N1 N24 DL1 1M2 N3 N27 DL1 1M17 N9 N30 DL1 1M18 N11 N33 DL1 1M47 N24 N25 DL1 1M48 N25 N26 DL1 1M49 N26 N2 DL1 1M50 N27 N28 DL1 1M51 N28 N29 DL1 1M52 N29 N4 DL1 1M53 N30 N31 DL1 1M54 N31 N32 DL1 1M55 N32 N10 DL1 1M56 N33 N34 DL1 1M57 N34 N35 DL1 1M58 N35 N12 DL1 1M74 N20 N46 DL1 1M75 N37 N47 DL1 1M76 N39 N48 DL1 1M77 N41 N49 DL1 1M78 N22 N50 DL1 1M79 N36 N51 DL1 1M80 N38 N52 DL1 1M81 N40 N53 DL1 1M98 N46 N37 DL1 1M100 N47 N39 DL1 1M102 N48 N41 DL1 1M104 N49 N21 DL1 1M106 N50 N36 DL1 1M108 N51 N38 DL1 1M110 N52 N40 DL1 1M112 N53 N23 DL1 1M74 N20 N46 DL1 1M75 N37 N47 DL1 1M76 N39 N48 DL1 1M77 N41 N49 DL1 1M78 N22 N50 DL1 1M79 N36 N51 DL1 1M80 N38 N52 DL1 1M81 N40 N53 DL1 1M98 N46 N37 DL1 1M100 N47 N39 DL1 1M102 N48 N41 DL1 1M104 N49 N21 DL1 1M106 N50 N36 DL1 1M108 N51 N38 DL1 1M110 N52 N40 DL1 1M112 N53 N23 DL1 1M17 N9 N30 DL2 1M18 N11 N33 DL2 1M53 N30 N31 DL2 1M54 N31 N32 DL2 1M55 N32 N10 DL2 1M56 N33 N34 DL2 1
Cesar Jimenez V19
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 1 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M57 N34 N35 DL2 1M58 N35 N12 DL2 1M86 N42 N54 DL2 1M87 N45 N55 DL2 1M114 N54 N44 DL2 1M116 N55 N43 DL2 1M86 N42 N54 DL2 1M87 N45 N55 DL2 1M114 N54 N44 DL2 1M116 N55 N43 DL2 1M5 N5 N56 DL3 1M6 N7 N59 DL3 1
M118 N56 N57 DL3 1M119 N57 N58 DL3 1M120 N58 N6 DL3 1M121 N59 N60 DL3 1M122 N60 N61 DL3 1M123 N61 N8 DL3 1M134 N62 N68 DL3 1M135 N68 N74 DL3 1M136 N69 N63 DL3 1M137 N64 N66 DL3 1M138 N66 N75 DL3 1M139 N67 N65 DL3 1M150 N74 N69 DL3 1M151 N75 N67 DL3 1M134 N62 N68 DL4 1M136 N69 N63 DL4 1M137 N64 N66 DL4 1M139 N67 N65 DL4 1M144 N71 N72 DL4 1M145 N73 N70 DL4 1M144 N71 N72 DL4 1M145 N73 N70 DL4 1M135 N68 N74 DL3 1M138 N66 N75 DL3 1M150 N74 N69 DL3 1M151 N75 N67 DL3 1M135 N68 N74 DL3 1M138 N66 N75 DL3 1M150 N74 N69 DL3 1M151 N75 N67 DL3 1
Member Distributed Loads, Category : None, BLC 2 : LLMember Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1 N1 N24 LL1 1M2 N3 N27 LL1 1M17 N9 N30 LL1 1M18 N11 N33 LL1 1M47 N24 N25 LL1 1M48 N25 N26 LL1 1M49 N26 N2 LL1 1M50 N27 N28 LL1 1M51 N28 N29 LL1 1
Cesar Jimenez V20
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 2 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M52 N29 N4 LL1 1M53 N30 N31 LL1 1M54 N31 N32 LL1 1M55 N32 N10 LL1 1M56 N33 N34 LL1 1M57 N34 N35 LL1 1M58 N35 N12 LL1 1M74 N20 N46 LL1 1M75 N37 N47 LL1 1M76 N39 N48 LL1 1M77 N41 N49 LL1 1M78 N22 N50 LL1 1M79 N36 N51 LL1 1M80 N38 N52 LL1 1M81 N40 N53 LL1 1M98 N46 N37 LL1 1M100 N47 N39 LL1 1M102 N48 N41 LL1 1M104 N49 N21 LL1 1M106 N50 N36 LL1 1M108 N51 N38 LL1 1M110 N52 N40 LL1 1M112 N53 N23 LL1 1M74 N20 N46 LL1 1M75 N37 N47 LL1 1M76 N39 N48 LL1 1M77 N41 N49 LL1 1M78 N22 N50 LL1 1M79 N36 N51 LL1 1M80 N38 N52 LL1 1M81 N40 N53 LL1 1M98 N46 N37 LL1 1M100 N47 N39 LL1 1M102 N48 N41 LL1 1M104 N49 N21 LL1 1M106 N50 N36 LL1 1M108 N51 N38 LL1 1M110 N52 N40 LL1 1M112 N53 N23 LL1 1M17 N9 N30 LL2 1M18 N11 N33 LL2 1M55 N32 N10 LL2 1M58 N35 N12 LL2 1M86 N42 N54 LL2 1M87 N45 N55 LL2 1M114 N54 N44 LL2 1M116 N55 N43 LL2 1M86 N42 N54 LL2 1M87 N45 N55 LL2 1M114 N54 N44 LL2 1M116 N55 N43 LL2 1M5 N5 N56 LL3 1M6 N7 N59 LL3 1
M118 N56 N57 LL3 1M119 N57 N58 LL3 1
Cesar Jimenez V21
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 2 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M120 N58 N6 LL3 1M121 N59 N60 LL3 1M122 N60 N61 LL3 1M123 N61 N8 LL3 1M134 N62 N68 LL3 1M135 N68 N74 LL3 1M136 N69 N63 LL3 1M137 N64 N66 LL3 1M138 N66 N75 LL3 1M139 N67 N65 LL3 1M150 N74 N69 LL3 1M151 N75 N67 LL3 1M134 N62 N68 LL4 1M136 N69 N63 LL4 1M137 N64 N66 LL4 1M139 N67 N65 LL4 1M144 N71 N72 LL4 1M145 N73 N70 LL4 1M144 N71 N72 LL4 1M145 N73 N70 LL4 1M135 N68 N74 LL3 1M138 N66 N75 LL3 1M150 N74 N69 LL3 1M151 N75 N67 LL3 1M135 N68 N74 LL3 1M138 N66 N75 LL3 1M150 N74 N69 LL3 1M151 N75 N67 LL3 1
Member Distributed Loads, Category : None, BLC 3 : TLMember Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1 N1 N24 TL 1M2 N3 N27 TL 1M3 N3 N20 TL 1M4 N4 N21 TL 1M5 N5 N56 TL 1M6 N7 N59 TL 1M7 N7 N62 TL 1M8 N8 N63 TL 1M9 N3 N7 TL 1M10 N1 N5 TL 1M11 N4 N8 TL 1M12 N2 N6 TL 1M13 N9 N42 TL 1M14 N10 N43 TL 1M15 N11 N22 TL 1M16 N12 N23 TL 1M17 N9 N30 TL 1M18 N11 N33 TL 1M19 N1 N15 TL 1M20 N2 N15 TL 1M21 N3 N16 TL 1M22 N4 N16 TL 1M25 N13 N70 TL 1
Cesar Jimenez V22
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 3 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M26 N14 N65 TL 1M27 N10 N13 TL 1M28 N12 N14 TL 1M29 N2 N18 TL 1M30 N4 N19 TL 1M31 N10 N19 TL 1M32 N12 N18 TL 1M33 N15 N6 TL 1M34 N15 N5 TL 1M35 N16 N8 TL 1M36 N16 N7 TL 1M39 N18 N14 TL 1M40 N18 N6 TL 1M41 N19 N13 TL 1M42 N19 N8 TL 1
M39A N3 N19A TL 1M40A N1 N19A TL 1M41A N19A N5 TL 1M42A N19A N7 TL 1M43 N20 N9 TL 1M44 N21 N10 TL 1M45 N22 N1 TL 1M46 N23 N2 TL 1M47 N24 N25 TL 1M48 N25 N26 TL 1M49 N26 N2 TL 1M50 N27 N28 TL 1M51 N28 N29 TL 1M52 N29 N4 TL 1M53 N30 N31 TL 1M54 N31 N32 TL 1M55 N32 N10 TL 1M56 N33 N34 TL 1M57 N34 N35 TL 1M58 N35 N12 TL 1M59 N24 N36 TL 1M60 N33 N44 TL 1M61 N30 N37 TL 1M62 N25 N38 TL 1M63 N34 N76 TL 1M64 N31 N39 TL 1M65 N26 N40 TL 1M66 N35 N45 TL 1M67 N32 N41 TL 1M68 N36 N33 TL 1M69 N37 N27 TL 1M70 N38 N34 TL 1M71 N39 N28 TL 1M72 N40 N35 TL 1M73 N41 N29 TL 1M74 N20 N46 TL 1M75 N37 N47 TL 1M76 N39 N48 TL 1M77 N41 N49 TL 1M78 N22 N50 TL 1
Cesar Jimenez V23
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 3 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M79 N36 N51 TL 1M80 N38 N52 TL 1M81 N40 N53 TL 1M82 N42 N11 TL 1M83 N43 N12 TL 1M84 N44 N30 TL 1M85 N45 N32 TL 1M86 N42 N54 TL 1M87 N45 N55 TL 1M88 N24 N50 TL 1M89 N11 N54 TL 1M90 N30 N46 TL 1M91 N26 N53 TL 1M92 N12 N55 TL 1M93 N32 N49 TL 1M94 N30 N47 TL 1M95 N28 N48 TL 1M96 N33 N51 TL 1M97 N25 N52 TL 1M98 N46 N37 TL 1M99 N46 N3 TL 1M100 N47 N39 TL 1M101 N47 N28 TL 1M102 N48 N41 TL 1M103 N48 N32 TL 1M104 N49 N21 TL 1M105 N49 N4 TL 1M106 N50 N36 TL 1M107 N50 N11 TL 1M108 N51 N38 TL 1M109 N51 N25 TL 1M110 N52 N40 TL 1M111 N52 N35 TL 1M112 N53 N23 TL 1M113 N53 N12 TL 1M114 N54 N44 TL 1M115 N54 N30 TL 1M116 N55 N43 TL 1M117 N55 N32 TL 1M118 N56 N57 TL 1M119 N57 N58 TL 1M120 N58 N6 TL 1M121 N59 N60 TL 1M122 N60 N61 TL 1M123 N61 N8 TL 1M124 N62 N71 TL 1M125 N63 N13 TL 1M126 N64 N5 TL 1M127 N65 N6 TL 1M128 N56 N66 TL 1M129 N58 N67 TL 1M130 N66 N72 TL 1M131 N67 N73 TL 1M132 N68 N59 TL 1M133 N69 N61 TL 1
Cesar Jimenez V24
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 3 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M134 N62 N68 TL 1M135 N68 N74 TL 1M136 N69 N63 TL 1M137 N64 N66 TL 1M138 N66 N75 TL 1M139 N67 N65 TL 1M140 N70 N14 TL 1M141 N71 N64 TL 1M142 N72 N68 TL 1M143 N73 N69 TL 1M144 N71 N72 TL 1M145 N73 N70 TL 1M146 N59 N62 TL 1M147 N62 N72 TL 1M148 N72 N64 TL 1M149 N64 N56 TL 1M150 N74 N69 TL 1M151 N75 N67 TL 1M152 N57 N75 TL 1M153 N74 N60 TL 1M154 N56 N75 TL 1M155 N75 N58 TL 1M156 N58 N65 TL 1M157 N65 N73 TL 1M158 N73 N63 TL 1M159 N63 N61 TL 1M160 N61 N74 TL 1M161 N74 N59 TL 1M162 N76 N31 TL 1
Member Distributed Loads, Category : None, BLC 4 : ELxMember Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1 N1 N24 ELX1 1M2 N3 N27 ELX1 1M17 N9 N30 ELX1 1M18 N11 N33 ELX1 1M47 N24 N25 ELX1 1M48 N25 N26 ELX1 1M49 N26 N2 ELX1 1M50 N27 N28 ELX1 1M51 N28 N29 ELX1 1M52 N29 N4 ELX1 1M53 N30 N31 ELX1 1M54 N31 N32 ELX1 1M55 N32 N10 ELX1 1M56 N33 N34 ELX1 1M57 N34 N35 ELX1 1M58 N35 N12 ELX1 1M74 N20 N46 ELX1 1M75 N37 N47 ELX1 1M76 N39 N48 ELX1 1M77 N41 N49 ELX1 1M78 N22 N50 ELX1 1M79 N36 N51 ELX1 1
Cesar Jimenez V25
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 4 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M80 N38 N52 ELX1 1M81 N40 N53 ELX1 1M98 N46 N37 ELX1 1M100 N47 N39 ELX1 1M102 N48 N41 ELX1 1M104 N49 N21 ELX1 1M106 N50 N36 ELX1 1M108 N51 N38 ELX1 1M110 N52 N40 ELX1 1M112 N53 N23 ELX1 1M74 N20 N46 ELX1 1M75 N37 N47 ELX1 1M76 N39 N48 ELX1 1M77 N41 N49 ELX1 1M78 N22 N50 ELX1 1M79 N36 N51 ELX1 1M80 N38 N52 ELX1 1M81 N40 N53 ELX1 1M98 N46 N37 ELX1 1M100 N47 N39 ELX1 1M102 N48 N41 ELX1 1M104 N49 N21 ELX1 1M106 N50 N36 ELX1 1M108 N51 N38 ELX1 1M110 N52 N40 ELX1 1M112 N53 N23 ELX1 1M17 N9 N30 ELX2 1M18 N11 N33 ELX2 1M55 N32 N10 ELX2 1M58 N35 N12 ELX2 1M86 N42 N54 ELX2 1M87 N45 N55 ELX2 1M114 N54 N44 ELX2 1M116 N55 N43 ELX2 1M86 N42 N54 ELX2 1M87 N45 N55 ELX2 1M114 N54 N44 ELX2 1M116 N55 N43 ELX2 1M5 N5 N56 ELX3 1M6 N7 N59 ELX3 1
M118 N56 N57 ELX3 1M119 N57 N58 ELX3 1M120 N58 N6 ELX3 1M121 N59 N60 ELX3 1M122 N60 N61 ELX3 1M123 N61 N8 ELX3 1M134 N62 N68 ELX3 1M135 N68 N74 ELX3 1M136 N69 N63 ELX3 1M137 N64 N66 ELX3 1M138 N66 N75 ELX3 1M139 N67 N65 ELX3 1M150 N74 N69 ELX3 1M151 N75 N67 ELX3 1M134 N62 N68 ELX4 1
Cesar Jimenez V26
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 4 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M136 N69 N63 ELX4 1M137 N64 N66 ELX4 1M139 N67 N65 ELX4 1M144 N71 N72 ELX4 1M145 N73 N70 ELX4 1M144 N71 N72 ELX4 1M145 N73 N70 ELX4 1M135 N68 N74 ELX3 1M138 N66 N75 ELX3 1M150 N74 N69 ELX3 1M151 N75 N67 ELX3 1M135 N68 N74 ELX3 1M138 N66 N75 ELX3 1M150 N74 N69 ELX3 1M151 N75 N67 ELX3 1M135 N68 N74 ELX3 1M138 N66 N75 ELX3 1M150 N74 N69 ELX3 1M151 N75 N67 ELX3 1
Member Distributed Loads, Category : None, BLC 5 : ELyMember Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1 N1 N24 ELY1 1M2 N3 N27 ELY1 1M17 N9 N30 ELY1 1M18 N11 N33 ELY1 1M47 N24 N25 ELY1 1M48 N25 N26 ELY1 1M49 N26 N2 ELY1 1M50 N27 N28 ELY1 1M51 N28 N29 ELY1 1M52 N29 N4 ELY1 1M53 N30 N31 ELY1 1M54 N31 N32 ELY1 1M55 N32 N10 ELY1 1M56 N33 N34 ELY1 1M57 N34 N35 ELY1 1M58 N35 N12 ELY1 1M74 N20 N46 ELY1 1M75 N37 N47 ELY1 1M76 N39 N48 ELY1 1M77 N41 N49 ELY1 1M78 N22 N50 ELY1 1M79 N36 N51 ELY1 1M80 N38 N52 ELY1 1M81 N40 N53 ELY1 1M98 N46 N37 ELY1 1M100 N47 N39 ELY1 1M102 N48 N41 ELY1 1M104 N49 N21 ELY1 1M106 N50 N36 ELY1 1M108 N51 N38 ELY1 1M110 N52 N40 ELY1 1M112 N53 N23 ELY1 1
Cesar Jimenez V27
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 5 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M74 N20 N46 ELY1 1M75 N37 N47 ELY1 1M76 N39 N48 ELY1 1M77 N41 N49 ELY1 1M78 N22 N50 ELY1 1M79 N36 N51 ELY1 1M80 N38 N52 ELY1 1M81 N40 N53 ELY1 1M98 N46 N37 ELY1 1M100 N47 N39 ELY1 1M102 N48 N41 ELY1 1M104 N49 N21 ELY1 1M106 N50 N36 ELY1 1M108 N51 N38 ELY1 1M110 N52 N40 ELY1 1M112 N53 N23 ELY1 1M17 N9 N30 ELY2 1M18 N11 N33 ELY2 1M55 N32 N10 ELY2 1M58 N35 N12 ELY2 1M86 N42 N54 ELY2 1M87 N45 N55 ELY2 1M114 N54 N44 ELY2 1M116 N55 N43 ELY2 1M86 N42 N54 ELY2 1M87 N45 N55 ELY2 1M114 N54 N44 ELY2 1M116 N55 N43 ELY2 1M5 N5 N56 ELY3 1M6 N7 N59 ELY3 1
M118 N56 N57 ELY3 1M119 N57 N58 ELY3 1M120 N58 N6 ELY3 1M121 N59 N60 ELY3 1M122 N60 N61 ELY3 1M123 N61 N8 ELY3 1M134 N62 N68 ELY3 1M135 N68 N74 ELY3 1M136 N69 N63 ELY3 1M137 N64 N66 ELY3 1M138 N66 N75 ELY3 1M139 N67 N65 ELY3 1M150 N74 N69 ELY3 1M151 N75 N67 ELY3 1M134 N62 N68 ELY4 1M136 N69 N63 ELY4 1M137 N64 N66 ELY4 1M139 N67 N65 ELY4 1M144 N71 N72 ELY4 1M145 N73 N70 ELY4 1M144 N71 N72 ELY4 1M145 N73 N70 ELY4 1M135 N68 N74 ELY3 1M138 N66 N75 ELY3 1M150 N74 N69 ELY3 1
Cesar Jimenez V28
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
Member Distributed Loads, Category : None, BLC 5 (continued)Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M151 N75 N67 ELY3 1M135 N68 N74 ELY3 1M138 N66 N75 ELY3 1M150 N74 N69 ELY3 1M151 N75 N67 ELY3 1M135 N68 N74 ELY3 1M138 N66 N75 ELY3 1M150 N74 N69 ELY3 1M151 N75 N67 ELY3 1
Dynamics InputNumber of ModesLoad Combination NumberAcceleration of GravityConvergence ToleranceConverge Work Vectors
508 - DL+LL+TL 980 (Cm/sec^2)0.001Yes
Load CombinationsNum Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor
1 DL y 1 1 1 6 1
2 DL+LL y 1 1 1 2 1 6 1
3 DL+2/3Ex y y 1 1 1 6 1 4 .67
4 DL+2/3Ey y y 1 1 1 6 1 5 .67
5 DL+TL y 1 1 1 6 1 3 1
6 DL+LL+2/3Ex y y 1 1 1 2 1 4 .67 6 1
7 DL+LL+2/3Ey y y 1 1 1 2 1 5 .67 6 1
8 DL+LL+TL y 1 1 1 2 1 3 1
9 DL+2/3Ex+TL y y 1 1 1 6 1 3 1 4 .67
10 DL+2/3Ey+TL y y 1 1 1 6 1 3 1 5 .67
11 DL+LL+2/3Ex+TL y y 1 1 1 2 1 6 1 3 14 .67
12 DL+LL+2/3Ey+TL y y 1 1 1 2 1 6 1 3 15 .67
Cesar Jimenez V29
-
YX
Z
Cesar Jimenez VSTRUCTURE MODEL
Cesar Jimenez V30
-
N5
N6
N7
N8 N13 N14
N56
N57
N58
N59
N60
N61
N62
N63
N64
N65
N66
N67
N68
N69
N70
N71
N72
N73
N74 N75
Y
XZ
Cesar Jimenez VNODES - UPPER PLATFORM
Cesar Jimenez V31
-
M5
M6
M7
M8 M25 M26
M118
M119
M120
M121
M122
M123
M124
M125
M126
M127
M128
M129
M130
M131
M132
M133
M134
M135
M136
M137
M138
M139
M140
M141
M142
M143
M144
M145
M146 M147 M148 M1
49
M150
M151
M152M153
M154
M155
M156M157
M158M159
M160
M161
Y
XZ
Cesar Jimenez VMEMBERS - UPPER PLATFORM
Cesar Jimenez V32
-
W12X19
W12X19
W12X19
W12X19 W12X19 W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
W12X19
W12X19
W8X10
W8X10
C5X6.7
C5X6.7
L2X2X3 L2X2X3
L2X2X3 L2X2X3
C5X6.7
C5X6.7
C5X6.7C5X6.7
L2X2X3
L2X2
X3
L2X2X3L2X2
X3L2X2X3L2
X2X3
L2X2X3
L2X2
X3
Y
XZ
Cesar Jimenez VSTRUCTURAL SHAPES - UPPER PLATFORM
Cesar Jimenez V33
-
N1
N2
N3
N4
N9
N10
N11
N12
N20
N21
N22
N23
N24
N25
N26
N27
N28
N29
N30
N31
N32
N33
N34
N35
N36 N37
N38 N39
N40 N41
N42
N43
N44
N45
N46
N47
N48
N49
N50
N51
N52
N53
N54
N55
N76
Y
XZ
Cesar Jimenez VNODES - LOWER PLATFORM
Cesar Jimenez V34
-
M1
M2
M3
M4
M13
M14
M15
M16
M17
M18
M43
M44
M45
M46
M47
M48
M49
M50
M51
M52
M53
M54
M55
M56
M57
M58
M59M60M61
M62M63M64
M65M66M67
M68M69
M70M71
M72M73
M74
M75
M76
M77
M78
M79
M80
M81
M82
M83
M84
M85
M86
M87
M88
M89
M90
M91
M92
M93
M94
M95
M96
M97
M98
M99
M100
M101
M102 M
103
M104
M105
M106
M107
M108 M
109
M110
M111
M112
M113
M114
M115
M116
M117
M162
M163
M164
Y
XZ
Cesar Jimenez VMEMBER - LOWER PLATFORM
Cesar Jimenez V35
-
W8X10
W8X10
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
C5X6.7C5X6.7C5X6.7
C5X6.7C5X6.7C5X6.7
C5X6.7C5X6.7C5X6.7
C5X6.7C5X6.7
C5X6.7C5X6.7
C5X6.7C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
C5X6.7
W12X19
W12X19
C5X6.7
C5X6.7
C5X6.7
C5X6.7
L2X2
X3
L2X2X3
L2X2
X3
L2X2X3
L2X2X3
L2X2X3
L2X2X3
L2X2
X3
L2X2
X3
L2X2X3
C5X6.7
L2X2
X3
C5X6.7
L2X2X3
C5X6.7 L2
X2X3
C5X6.7
L2X2X3
C5X6.7
L2X2
X3
C5X6.7 L2
X2X3
C5X6.7
L2X2X3
C5X6.7
L2X2X3
C5X6.7
L2X2X3
C5X6.7
L2X2X3
C5X6.7
C5X6.7
C5X6.7
Y
XZ
Cesar Jimenez VSTRUCTURAL SHAPES - LOWER PLATFORM
Cesar Jimenez V36
-
N1
N2
N3
N4
N5
N6
N7
N8
N9
N10
N11
N12
N13
N14
N18
N19
N19A
N20
N21
N22
N23
N42
N43
N62
N63
N64
N65
N70
N71
YX
Z
Cesar Jimenez VNODES - ELEVACION
Cesar Jimenez V37
-
M3
M4
M7
M8
M9
M10
M11
M12
M13
M14
M15
M16
M25
M26
M27
M28
M29
M30
M31
M32
M39
M40
M41
M42
M39A
M40A
M41A
M42A
M43
M44
M45
M46
M82
M83
M124
M125
M126
M127
M140
M141
YX
Z
Cesar Jimenez VMEMBERS - ELEVACION
Cesar Jimenez V38
-
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W8X10
W8X10
W8X10
W8X10
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
C5X6.7
C5X6.7
L3X3
X4
L3X3X4
L3X3
X4
L3X3X4
L3X3
X4
L3X3X4
L3X3X4
L3X3
X4
L3X3X4
L3X3
X4
L3X3X4
L3X3
X4
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
W12X1
9
YX
Z
Cesar Jimenez VSTRUCTURAL SHAPES - ELEVATION
Cesar Jimenez V39
-
N1
N2
N3
N4
N5
N6
N7
N8
N15
N16
N24
N25
N26
N27
N28
N29
N56
N57
N58
N59
N60
N61
YX
Z
Cesar Jimenez VNODES - ELEVATION
Cesar Jimenez V40
-
M1
M2
M5
M6
M9
M10
M11
M12
M19
M20
M21
M22
M33
M34
M35
M36
M47
M48
M49
M50
M51
M52
M118
M119
M120
M121
M122
M123
YX
Z
Cesar Jimenez VMEMBERS - ELEVATION
Cesar Jimenez V41
-
W8X10
W8X10
W12X19
W12X19
W8X10
W8X10
W8X10
W8X10
L3X3X4
L3X3X4
L3X3X4
L3X3X4
L3X3X4
L3X3X4
L3X3X4
L3X3X4
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W12X19
W12X19
W12X19
W12X19
W12X19
W12X19
YX
Z
Cesar Jimenez VSTRUCTURAL SHAPES - ELEVATION
Cesar Jimenez V42
-
YX
ZCode Check
No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50
Solution: Envelope
Cesar Jimenez VCode Check
Cesar Jimenez V43
-
.29
.28.45
.07
.68
.68.53
.52
.18
.18
.10
.10
.88
.20
.87
.13
.58
.58
.31
.31
.31
.31
.52
.52
.06
.06
.35
.34
.21
.21
.30
.30
.31
.31
.34
.21
.34
.21.29
.28
.29
.27
.87
.13
.45
.07
.37
.37
.29
.37
.37
.28
.83
.83
.58
.83
.83
.58
.14
.15
.14
.14
.01
.14
.14
.16
.14
.14
.14
.14
.14
.14
.14
.06
.06
.06
.07
.06
.06
.06
.06
.88
.20
.16
.16
.15
.15
.06
.06
.06
.03
.04
.05
.05
.03
.04
.03
.06
.06
.06.05
.06.03
.07.06
.06
.06
.06.04
.06.03
.06.03
.15.06
.15
.04
.72
.73
.82
.72
.73
.82
.50
.52
.53
.52
.62
.65
.68
.74
.62
.65
.10
.88
.22
.10
.90
.22 .52
.50.68
.74
.04
.12
.35
.13
.13
.35
.90
.91.01
.01
.13
.04
.27
.09
.09
.27
.04
.13
.01.02
.02
YX
Z
Member Code Checks DisplayedSolution: Envelope
Cesar Jimenez VCode Check
Cesar Jimenez V44
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)M149 1 max 46.408 4 1.754 2 0.06 12 4.428 7 0 1 0 1
min -2515.403 11 1.754 1 -0.036 9 0.346 5 0 1 0 12 max 46.426 4 0.877 2 0.03 12 4.428 7 23.244 12 -21.831 12
min -2515.373 11 0.877 1 -0.018 9 0.346 5 21.997 9 -23.071 93 max 46.445 4 0 1 0 1 4.428 7 30.992 12 -29.109 12
min -2515.342 11 0 1 0 1 0.346 5 29.329 9 -30.761 94 max 46.463 4 -0.877 2 0.018 11 4.428 7 23.244 12 -21.831 12
min -2515.312 11 -0.877 1 -0.03 4 0.346 5 21.997 9 -23.071 95 max 46.481 4 -1.754 2 0.036 11 4.428 7 0 1 0 1
min -2515.282 11 -1.754 1 -0.06 4 0.346 5 0 1 0 1M146 1 max 46.499 4 1.754 1 0.06 4 -0.242 9 0 1 0 1
min -2470.092 8 1.754 2 0 1 -4.431 7 0 1 0 12 max 46.481 4 0.877 1 0.03 4 -0.242 9 23.244 4 -21.831 7
min -2470.092 8 0.877 2 0 1 -4.431 7 22.466 2 -22.605 13 max 46.462 4 0 1 0 1 -0.242 9 30.992 4 -29.109 7
min -2470.092 8 0 1 0 1 -4.431 7 29.954 2 -30.14 14 max 46.444 4 -0.877 1 0 1 -0.242 9 23.244 4 -21.831 7
min -2470.092 8 -0.877 2 -0.03 12 -4.431 7 22.466 2 -22.605 15 max 46.426 4 -1.754 1 0 1 -0.242 9 0 1 0 1
min -2470.092 8 -1.754 2 -0.06 12 -4.431 7 0 1 0 1M156 1 max -4.065 1 -2.437 2 0.077 9 0.285 10 0 1 0 1
min -1949.478 11 -2.437 1 0 1 -1.589 6 0 1 0 12 max -4.065 1 -1.219 2 0.039 9 0.285 10 -41.988 9 45.011 9
min -1949.508 11 -1.219 1 0 1 -1.589 6 -43.369 1 43.638 23 max -4.065 1 0 1 0 1 0.285 10 -55.983 9 60.014 9
min -1949.538 11 0 1 0 1 -1.589 6 -57.825 1 58.184 24 max -4.065 1 1.219 2 0 1 0.285 10 -41.988 9 45.011 9
min -1949.569 11 1.219 1 -0.039 11 -1.589 6 -43.369 1 43.638 25 max -4.065 1 2.437 2 0 1 0.285 10 0 1 0 1
min -1949.599 11 2.437 1 -0.077 11 -1.589 6 0 1 0 1M159 1 max 64.806 3 -2.437 1 0.06 10 1.459 2 0 1 0 1
min -1934.598 12 -2.437 2 -0.077 3 -0.35 9 0 1 0 12 max 64.776 3 -1.219 1 0.03 10 1.459 2 -42.287 10 44.713 10
min -1934.636 12 -1.219 2 -0.039 3 -0.35 9 -44.75 3 42.265 33 max 64.745 3 0 1 0 1 1.459 2 -56.383 10 59.617 10
min -1934.675 12 0 1 0 1 -0.35 9 -59.667 3 56.354 34 max 64.715 3 1.219 1 0.039 6 1.459 2 -42.287 10 44.713 10
min -1934.713 12 1.219 2 -0.03 12 -0.35 9 -44.75 3 42.265 35 max 64.685 3 2.437 1 0.077 6 1.459 2 0 1 0 1
min -1934.752 12 2.437 2 -0.06 12 -0.35 9 0 1 0 1M99 1 max 20.155 2 3.325 8 0.075 2 -1.946 8 494.912 10 288.726 8
min -541.651 9 -9.28 10 -1.072 10 -7.62 9 -234.581 8 -430.524 12 max 20.155 2 4.032 8 0.075 2 -1.946 8 357.041 10 231.231 8
min -541.673 9 -8.573 10 -1.094 10 -7.62 9 -190.532 8 -308.206 13 max 20.155 2 4.739 8 0.075 2 -1.946 8 228.599 10 163.945 8
min -541.695 9 -7.866 10 -1.116 10 -7.62 9 -136.752 8 -195.68 14 max 20.155 2 5.446 8 0.075 2 -1.946 8 109.586 10 86.868 8
min -541.717 9 -7.159 10 -1.138 10 -7.62 9 -73.241 8 -92.945 15 max 20.155 2 6.153 8 0.075 2 -1.946 8 0 1 0 1
min -541.739 9 -6.452 10 -1.16 10 -7.62 9 0 1 0 1M90 1 max 18.744 2 6.918 10 0.236 10 9.545 10 0 1 0 1
min -526.677 9 -5.933 8 -0.516 6 2.99 8 0 1 0 1
Cesar Jimenez VHorizontal bracing forces
Cesar Jimenez V45
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)2 max 18.744 2 7.625 10 0.214 10 9.545 10 103.199 10 78.732 8
min -526.699 9 -5.226 8 -0.498 6 2.99 8 -75.317 8 -104.754 33 max 18.744 2 8.332 10 0.192 10 9.545 10 215.826 10 147.674 8
min -526.721 9 -4.519 8 -0.48 6 2.99 8 -140.902 8 -219.049 34 max 18.744 2 9.039 10 0.171 10 9.545 10 337.881 10 206.825 8
min -526.743 9 -3.812 8 -0.462 6 2.99 8 -196.758 8 -342.884 35 max 18.744 2 9.746 10 0.149 10 9.545 10 469.364 10 256.184 8
min -526.765 9 -3.105 8 -0.444 6 2.99 8 -242.883 8 -476.26 3M105 1 max 223.418 4 -7.754 8 0.834 9 -2.808 10 1000.418 4 -378.382 8
min -520.207 11 -19.023 3 -0.733 7 -11.342 6 321.684 8 -1008.742 92 max 223.436 4 -7.047 8 0.816 9 -2.808 10 736.171 4 -269.1 8
min -520.229 11 -18.316 3 -0.754 7 -11.342 6 226.667 8 -741.494 93 max 223.454 4 -6.34 8 0.798 9 -2.808 10 481.353 4 -169.609 8
min -520.251 11 -17.609 3 -0.776 7 -11.342 6 141.381 8 -484.288 94 max 223.472 4 -5.633 8 0.78 9 -2.808 10 235.962 4 -79.909 8
min -520.273 11 -16.902 3 -0.798 7 -11.342 6 65.825 8 -237.123 95 max 223.491 4 -4.926 8 0.762 9 -2.808 10 0 1 0 1
min -520.294 11 -16.195 3 -0.82 7 -11.342 6 0 1 0 1M93 1 max 218.431 4 16.204 3 0.531 6 -0.774 8 0 1 0 1
min -505.819 11 4.646 8 -0.112 5 -7.664 10 0 1 0 12 max 218.449 4 16.911 3 0.513 6 -0.774 8 234.339 3 -70.262 8
min -505.841 11 5.353 8 -0.112 5 -7.664 10 67.797 8 -226.698 53 max 218.468 4 17.618 3 0.494 6 -0.774 8 478.156 3 -150.315 8
min -505.863 11 6.06 8 -0.112 5 -7.664 10 145.325 8 -463.188 54 max 218.486 4 18.325 3 0.476 6 -0.774 8 731.452 3 -240.159 8
min -505.885 11 6.767 8 -0.112 5 -7.664 10 232.583 8 -709.468 55 max 218.504 4 19.032 3 0.458 6 -0.774 8 994.226 3 -339.794 8
min -505.907 11 7.474 8 -0.112 5 -7.664 10 329.571 8 -965.539 5M148 1 max 469.738 11 2.22 1 0.082 12 -0.113 9 0 1 0 1
min -16.938 4 2.22 2 0 1 -3.305 7 0 1 0 12 max 469.779 11 1.11 1 0.041 12 -0.113 9 37.326 12 -34.899 12
min -16.956 4 1.11 2 0 1 -3.305 7 35.997 2 -36.22 13 max 469.82 11 0 1 0 1 -0.113 9 49.768 12 -46.532 12
min -16.974 4 0 1 0 1 -3.305 7 47.995 2 -48.293 14 max 469.86 11 -1.11 1 0 1 -0.113 9 37.326 12 -34.899 12
min -16.992 4 -1.11 2 -0.041 4 -3.305 7 35.997 2 -36.22 15 max 469.901 11 -2.22 1 0 1 -0.113 9 0 1 0 1
min -17.011 4 -2.22 2 -0.082 4 -3.305 7 0 1 0 1M147 1 max 421.678 8 2.22 2 0.082 4 3.308 7 0 1 0 1
min -48.127 3 2.22 1 -0.036 3 0.126 5 0 1 0 12 max 421.678 8 1.11 2 0.041 4 3.308 7 37.326 7 -34.899 4
min -48.086 3 1.11 1 -0.018 3 0.126 5 35.403 3 -36.81 63 max 421.678 8 0 1 0 1 3.308 7 49.768 7 -46.532 4
min -48.045 3 0 1 0 1 0.126 5 47.204 3 -49.08 64 max 421.678 8 -1.11 2 0.018 11 3.308 7 37.326 7 -34.899 4
min -48.004 3 -1.11 1 -0.041 12 0.126 5 35.403 3 -36.81 65 max 421.678 8 -2.22 2 0.036 11 3.308 7 0 1 0 1
min -47.964 3 -2.22 1 -0.082 12 0.126 5 0 1 0 1M88 1 max 401.234 10 -6.279 8 0.944 10 -9.703 8 0 1 0 1
min -323.523 6 -13.466 9 -0.505 6 -12.47 7 0 1 0 12 max 401.216 10 -5.572 8 0.922 10 -9.703 8 -77.655 8 193.932 10
min -323.545 6 -12.759 9 -0.487 6 -12.47 7 -184.933 3 85.937 83 max 401.198 10 -4.865 8 0.9 10 -9.703 8 -145.58 8 377.772 10
min -323.567 6 -12.052 9 -0.468 6 -12.47 7 -359.884 3 162.082 8
Cesar Jimenez V46
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)4 max 401.18 10 -4.158 8 0.878 10 -9.703 8 -203.774 8 551.521 10
min -323.589 6 -11.345 9 -0.45 6 -12.47 7 -524.852 3 228.437 85 max 401.161 10 -3.451 8 0.857 10 -9.703 8 -252.238 8 715.179 10
min -323.611 6 -10.638 9 -0.432 6 -12.47 7 -679.838 3 285 8M107 1 max 396.461 10 10.638 9 0.227 12 14.215 7 -269.201 8 683.305 3
min -334.073 6 3.297 8 -0.452 3 9.498 5 -671.474 10 251.203 82 max 396.442 10 11.345 9 0.205 12 14.215 7 -216.496 8 526.789 3
min -334.095 6 4.004 8 -0.433 3 9.498 5 -517.751 5 203.089 83 max 396.424 10 12.052 9 0.183 12 14.215 7 -154.062 8 360.733 3
min -334.117 6 4.711 8 -0.415 3 9.498 5 -354.898 5 145.184 84 max 396.406 10 12.759 9 0.178 8 14.215 7 -81.896 8 185.137 3
min -334.139 6 5.418 8 -0.397 3 9.498 5 -182.314 5 77.487 85 max 396.388 10 13.466 9 0.178 8 14.215 7 0 1 0 1
min -334.161 6 6.125 8 -0.379 3 9.498 5 0 1 0 1M89 1 max 375.611 6 -5.83 4 2.976 12 -8.955 5 0 1 0 1
min -92.208 5 -9.264 11 -0.338 3 -12.017 7 0 1 0 12 max 375.584 6 -5.014 4 2.948 12 -8.955 5 -39.132 10 187.538 12
min -92.208 5 -8.448 11 -0.356 3 -12.017 7 -145.872 6 82.208 33 max 375.557 6 -4.198 4 2.921 12 -8.955 5 -65.739 10 361.601 12
min -92.208 5 -7.632 11 -0.374 3 -12.017 7 -279.075 6 151.087 34 max 375.529 6 -3.382 4 2.894 12 -8.955 5 -79.822 10 522.189 12
min -92.208 5 -6.816 11 -0.393 3 -12.017 7 -399.607 6 206.635 35 max 375.502 6 -2.566 4 2.867 12 -8.955 5 -81.38 10 669.302 12
min -92.208 5 -6 11 -0.411 3 -12.017 7 -507.47 6 248.853 3M115 1 max 362.737 6 5.451 6 0.012 2 -3.716 3 -40.644 9 649.901 11
min -52.049 5 2.068 5 -3.07 9 -4.434 12 -446.662 2 236.1 12 max 362.71 6 6.267 6 0.012 2 -3.716 3 -49.488 9 507.421 11
min -52.049 5 2.884 5 -3.088 9 -4.434 12 -354.438 2 196.637 13 max 362.682 6 7.083 6 0.012 2 -3.716 3 -45.662 9 351.611 11
min -52.049 5 3.7 5 -3.107 9 -4.434 12 -249.253 2 144.132 14 max 362.655 6 7.899 6 0.012 2 -3.716 3 -29.166 9 182.471 11
min -52.049 5 4.516 5 -3.125 9 -4.434 12 -131.107 2 78.587 15 max 362.628 6 8.715 6 0.012 2 -3.716 3 0 1 0 1
min -52.049 5 5.332 5 -3.143 9 -4.434 12 0 1 0 1M154 1 max 362.394 11 -2.671 2 0.089 6 8.219 7 0 1 0 1
min -52.65 4 -2.671 1 0 1 0.619 9 0 1 0 12 max 362.364 11 -1.336 2 0.044 6 8.219 7 -50.355 6 54.153 6
min -52.606 4 -1.336 1 0 1 0.619 9 -52.097 1 52.421 23 max 362.334 11 0 1 0 1 8.219 7 -67.14 6 72.203 6
min -52.561 4 0 1 0 1 0.619 9 -69.463 1 69.895 24 max 362.304 11 1.336 2 0 1 8.219 7 -50.355 6 54.153 6
min -52.517 4 1.336 1 -0.044 3 0.619 9 -52.097 1 52.421 25 max 362.273 11 2.671 2 0 1 8.219 7 0 1 0 1
min -52.472 4 2.671 1 -0.089 3 0.619 9 0 1 0 1M94 1 max 317.446 6 -3.019 8 0.022 4 -1.584 8 0 1 0 1
min 13.356 5 -3.823 10 -0.398 11 -5.566 10 0 1 0 12 max 317.424 6 -2.312 8 0.001 4 -1.584 8 -37.615 8 47.328 10
min 13.356 5 -3.116 10 -0.416 11 -5.566 10 -52.645 9 35.994 83 max 317.403 6 -1.605 8 -0.002 1 -1.584 8 -65.5 8 84.566 10
min 13.356 5 -2.409 10 -0.434 11 -5.566 10 -95.812 9 62.196 84 max 317.381 6 -0.898 8 -0.002 1 -1.584 8 -83.654 8 111.731 5
min 13.356 5 -1.702 10 -0.452 11 -5.566 10 -129.5 9 78.608 85 max 317.359 6 -0.191 8 -0.002 1 -1.584 8 -92.078 8 129.392 5
min 13.356 5 -0.995 10 -0.47 11 -5.566 10 -153.709 9 85.229 8
Cesar Jimenez V47
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)M101 1 max 305.602 6 1.169 10 0.031 5 13.54 3 -87.122 7 170.849 10
min 12.701 5 0.302 8 -0.562 7 9.948 8 -143.499 5 94.13 82 max 305.581 6 1.876 10 0.031 5 13.54 3 -79.483 7 143.274 10
min 12.701 5 1.008 8 -0.584 7 9.948 8 -122.22 5 85.284 83 max 305.559 6 2.583 10 0.031 5 13.54 3 -62.417 7 105.607 10
min 12.701 5 1.715 8 -0.606 7 9.948 8 -91.211 5 66.647 84 max 305.537 6 3.29 10 0.031 5 13.54 3 -35.923 7 57.849 10
min 12.701 5 2.422 8 -0.628 7 9.948 8 -50.471 5 38.219 85 max 305.515 6 3.997 10 0.031 5 13.54 3 0 1 0 1
min 12.701 5 3.129 8 -0.65 7 9.948 8 0 1 0 1M95 1 max 193.105 9 14 6 0.639 7 -11.024 8 0 1 0 1
min -302.702 7 11.39 10 -0.326 9 -14.496 3 0 1 0 12 max 193.127 9 13.293 6 0.617 7 -11.024 8 195.806 7 -144.729 10
min -302.684 7 10.683 10 -0.308 9 -14.496 3 148.229 9 -192.836 63 max 193.149 9 12.586 6 0.595 7 -11.024 8 381.579 7 -279.967 10
min -302.666 7 9.976 10 -0.29 9 -14.496 3 286.979 9 -375.631 64 max 193.17 9 11.879 6 0.573 7 -11.024 8 557.32 7 -405.714 10
min -302.647 7 9.269 10 -0.271 9 -14.496 3 416.25 9 -548.384 65 max 193.192 9 11.172 6 0.551 7 -11.024 8 723.027 7 -521.972 10
min -302.629 7 8.562 10 -0.253 9 -14.496 3 536.043 9 -711.097 6M103 1 max 204.998 9 -8.405 10 0.076 7 3.037 10 696.489 6 -532.643 9
min -299.046 7 -11.047 6 -0.294 9 -1.398 8 542.63 10 -689.17 72 max 205.02 9 -9.112 10 0.054 7 3.037 10 536.585 6 -414.544 9
min -299.028 7 -11.754 6 -0.276 9 -1.398 8 422.022 10 -531.113 73 max 205.042 9 -9.819 10 0.032 7 3.037 10 367.202 6 -286.404 9
min -299.009 7 -12.461 6 -0.258 9 -1.398 8 291.381 10 -363.854 24 max 205.064 9 -10.526 10 0.013 2 3.037 10 188.34 6 -148.223 9
min -298.991 7 -13.168 6 -0.24 9 -1.398 8 150.623 5 -186.823 25 max 205.086 9 -11.233 10 0.013 2 3.037 10 0 1 0 1
min -298.973 7 -13.875 6 -0.221 9 -1.398 8 0 1 0 1M161 1 max 291.073 8 -2.671 1 0.06 12 -0.738 5 0 1 0 1
min -69.337 3 -2.671 2 -0.089 3 -8.337 6 0 1 0 12 max 291.073 8 -1.336 1 0.03 12 -0.738 5 -50.912 12 53.599 12
min -69.367 3 -1.336 2 -0.044 3 -8.337 6 -53.84 11 50.689 33 max 291.073 8 0 1 0 1 -0.738 5 -67.883 12 71.465 12
min -69.397 3 0 1 0 1 -8.337 6 -71.786 11 67.586 34 max 291.073 8 1.336 1 0.044 6 -0.738 5 -50.912 12 53.599 12
min -69.428 3 1.336 2 -0.03 4 -8.337 6 -53.84 11 50.689 35 max 291.073 8 2.671 1 0.089 6 -0.738 5 0 1 0 1
min -69.458 3 2.671 2 -0.06 4 -8.337 6 0 1 0 1M97 1 max 15.717 5 -11.173 9 0.602 12 13.425 4 0 1 0 1
min -281.614 7 -13.788 2 0.001 1 10.176 8 0 1 0 12 max 15.717 5 -10.466 9 0.58 12 13.425 4 -141.266 10 193.896 7
min -281.595 7 -13.082 2 0.001 1 10.176 8 -184.899 2 150.691 53 max 15.717 5 -9.759 9 0.559 12 13.425 4 -273.105 10 377.701 7
min -281.577 7 -12.375 2 0.001 1 10.176 8 -360.067 2 291.592 54 max 15.717 5 -9.052 9 0.537 12 13.425 4 -395.515 10 551.415 7
min -281.559 7 -11.668 2 0.001 1 10.176 8 -525.504 2 422.701 55 max 15.717 5 -8.345 9 0.515 12 13.425 4 -508.497 10 715.037 7
min -281.541 7 -10.961 2 0.001 1 10.176 8 -681.211 2 544.019 5M109 1 max 280.266 7 -0.246 8 0.337 11 -9.05 8 164.701 10 -87.268 7
min -236.962 9 -1.093 9 -0.498 4 -12.437 4 90.221 8 -159.424 92 max 280.284 7 -0.953 8 0.356 11 -9.05 8 138.575 10 -79.687 7
min -236.94 9 -1.8 9 -0.52 4 -12.437 4 82.261 8 -134.63 9
Cesar Jimenez V48
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)3 max 280.302 7 -1.66 8 0.374 11 -9.05 8 102.417 10 -62.615 7
min -236.919 9 -2.506 9 -0.542 4 -12.437 4 64.571 8 -99.795 94 max 280.32 7 -2.367 8 0.392 11 -9.05 8 56.225 10 -36.053 7
min -236.897 9 -3.213 9 -0.564 4 -12.437 4 37.151 8 -54.918 95 max 280.338 7 -3.074 8 0.41 11 -9.05 8 0 1 0 1
min -236.875 9 -3.92 9 -0.585 4 -12.437 4 0 1 0 1M111 1 max 16.202 5 10.829 2 0.291 6 1.358 8 -524.539 5 676.058 2
min -278.276 7 8.171 9 -0.102 5 -3.43 9 -685.676 6 524.568 32 max 16.202 5 11.535 2 0.273 6 1.358 8 -408 5 521.73 2
min -278.258 7 8.878 9 -0.102 5 -3.43 9 -528.475 6 408.488 33 max 16.202 5 12.242 2 0.255 6 1.358 8 -281.731 5 357.611 2
min -278.24 7 9.585 9 -0.102 5 -3.43 9 -361.795 6 282.367 34 max 16.202 5 12.949 2 0.237 6 1.358 8 -145.731 5 183.701 2
min -278.221 7 10.292 9 -0.102 5 -3.43 9 -185.637 6 146.204 35 max 16.202 5 13.656 2 0.219 6 1.358 8 0 1 0 1
min -278.203 7 10.999 9 -0.102 5 -3.43 9 0 1 0 1M96 1 max 276.903 7 3.741 9 0.317 3 5.801 9 0 1 0 1
min -247.959 9 2.973 8 -0.133 12 1.537 8 0 1 0 12 max 276.921 7 3.034 9 0.335 3 5.801 9 50.058 9 -37.729 8
min -247.937 9 2.266 8 -0.155 12 1.537 8 34.585 8 -48.241 103 max 276.939 7 2.327 9 0.353 3 5.801 9 90.638 9 -65.668 8
min -247.915 9 1.559 8 -0.177 12 1.537 8 59.44 8 -86.992 104 max 276.957 7 1.62 9 0.371 3 5.801 9 121.739 9 -83.815 8
min -247.893 9 0.852 8 -0.199 12 1.537 8 74.565 8 -116.252 105 max 276.975 7 0.913 9 0.389 3 5.801 9 143.362 9 -92.172 8
min -247.872 9 0.145 8 -0.221 12 1.537 8 79.958 8 -136.022 10M113 1 max 150.253 8 16.131 3 0.274 3 -12.332 10 -602.179 8 973.753 5
min -256.865 3 9.688 8 -0.163 8 -18.148 6 -979.101 3 624.006 82 max 150.253 8 16.838 3 0.256 3 -12.332 10 -466.23 8 745.092 10
min -256.887 3 10.395 8 -0.163 8 -18.148 6 -748.544 3 482.691 83 max 150.253 8 17.544 3 0.238 3 -12.332 10 -320.551 8 506.819 10
min -256.909 3 11.102 8 -0.171 12 -18.148 6 -508.508 3 331.585 84 max 150.253 8 18.251 3 0.22 3 -12.332 10 -165.141 8 258.455 10
min -256.931 3 11.809 8 -0.193 12 -18.148 6 -258.993 3 170.688 85 max 150.253 8 18.958 3 0.202 3 -12.332 10 0 1 0 1
min -256.953 3 12.516 8 -0.214 12 -18.148 6 0 1 0 1M91 1 max 151.331 8 -12.921 8 0.596 4 10.141 4 0 1 0 1
min -245.473 3 -19.178 3 -0.286 5 7.397 8 0 1 0 12 max 151.331 8 -12.214 8 0.574 4 10.141 4 -176.89 8 268.171 4
min -245.495 3 -18.471 3 -0.286 5 7.397 8 -261.541 5 170.154 83 max 151.331 8 -11.507 8 0.553 4 10.141 4 -344.05 8 526.251 4
min -245.517 3 -17.764 3 -0.286 5 7.397 8 -513.352 5 330.517 84 max 151.331 8 -10.8 8 0.531 4 10.141 4 -501.479 8 774.239 4
min -245.538 3 -17.057 3 -0.286 5 7.397 8 -755.432 5 481.089 85 max 151.331 8 -10.093 8 0.509 4 10.141 4 -649.178 8 1012.136 4
min -245.56 3 -16.35 3 -0.286 5 7.397 8 -987.781 5 621.87 8M157 1 max 239.927 11 -2.792 2 0.082 10 1.877 6 0 1 0 1
min 0.658 1 -2.792 9 -0.077 3 0.169 10 0 1 0 12 max 239.886 11 -1.396 2 0.041 10 1.877 6 -55.228 10 58.914 10
min 0.658 1 -1.396 9 -0.039 3 0.169 10 -58.482 3 55.681 63 max 239.845 11 0 1 0 1 1.877 6 -73.638 10 78.552 10
min 0.658 1 0 1 0 1 0.169 10 -77.976 3 74.241 64 max 239.805 11 1.396 2 0.039 9 1.877 6 -55.228 10 58.914 10
min 0.658 1 1.396 9 -0.041 12 0.169 10 -58.482 3 55.681 6
Cesar Jimenez V49
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)5 max 239.764 11 2.792 2 0.077 9 1.877 6 0 1 0 1
min 0.658 1 2.792 9 -0.082 12 0.169 10 0 1 0 1M92 1 max 234.557 3 -1.657 3 0.402 7 18.545 6 0 1 0 1
min -107.336 12 -3.786 12 -2.67 5 13.63 10 0 1 0 12 max 234.529 3 -0.842 3 0.388 6 18.545 6 -14.471 3 57.983 7
min -107.355 12 -2.97 12 -2.67 5 13.63 10 -95.272 8 -19.217 53 max 234.502 3 -0.026 3 0.406 6 18.545 6 -15.691 3 102.491 7
min -107.373 12 -2.154 12 -2.67 5 13.63 10 -177.584 8 -51.475 54 max 234.475 3 0.79 3 0.424 6 18.545 6 -3.659 3 133.525 7
min -107.391 12 -1.338 12 -2.67 5 13.63 10 -246.935 8 -96.774 55 max 234.447 3 1.606 3 0.443 6 18.545 6 21.625 3 151.083 7
min -107.409 12 -0.522 12 -2.67 5 13.63 10 -303.325 8 -155.115 5M117 1 max 222.985 3 0.765 12 2.969 11 -1.155 10 -3.697 4 153.502 7
min -69.413 12 -1.5 3 -0.089 4 -2.59 6 -339.932 11 -173.679 92 max 222.957 3 1.581 12 2.988 11 -1.155 10 -21.559 4 135.339 7
min -69.431 12 -0.684 3 -0.117 4 -2.59 6 -274.827 11 -111.131 93 max 222.93 3 2.397 12 3.006 11 -1.155 10 -26.897 4 103.701 7
min -69.449 12 0.131 3 -0.144 4 -2.59 6 -196.469 11 -61.335 94 max 222.903 3 3.213 12 3.024 11 -1.155 10 -19.711 4 58.588 7
min -69.468 12 0.947 3 -0.171 4 -2.59 6 -104.86 11 -24.291 95 max 222.875 3 4.029 12 3.042 11 -1.155 10 0 1 0 1
min -69.486 12 1.763 3 -0.199 4 -2.59 6 0 1 0 1M158 1 max 201.471 12 -2.792 1 0.082 4 -0.17 10 0 1 0 1
min -58.108 3 -2.792 2 0 1 -1.847 2 0 1 0 12 max 201.51 12 -1.396 1 0.041 4 -0.17 10 -55.228 4 58.914 7
min -58.148 3 -1.396 2 0 1 -1.847 2 -56.9 2 57.253 13 max 201.549 12 0 1 0 1 -0.17 10 -73.638 4 78.552 7
min -58.189 3 0 1 0 1 -1.847 2 -75.866 2 76.337 14 max 201.587 12 1.396 1 0 1 -0.17 10 -55.228 4 58.914 7
min -58.23 3 1.396 2 -0.041 10 -1.847 2 -56.9 2 57.253 15 max 201.626 12 2.792 1 0 1 -0.17 10 0 1 0 1
min -58.271 3 2.792 2 -0.082 10 -1.847 2 0 1 0 1M155 1 max 124.928 9 2.671 2 0.06 10 -0.732 9 0 1 0 1
min -2.327 2 2.671 1 -0.089 3 -9.456 2 0 1 0 12 max 124.958 9 1.336 2 0.03 10 -0.732 9 53.283 12 -51.243 10
min -2.327 2 1.336 1 -0.044 3 -9.456 2 50.355 3 -54.153 113 max 124.988 9 0 1 0 1 -0.732 9 71.044 12 -68.324 10
min -2.327 2 0 1 0 1 -9.456 2 67.14 3 -72.203 114 max 125.018 9 -1.336 2 0.044 9 -0.732 9 53.283 12 -51.243 10
min -2.327 2 -1.336 1 -0.03 7 -9.456 2 50.355 3 -54.153 115 max 125.049 9 -2.671 2 0.089 9 -0.732 9 0 1 0 1
min -2.327 2 -2.671 1 -0.06 7 -9.456 2 0 1 0 1M160 1 max 121.984 10 2.671 1 0.089 3 9.6 6 0 1 0 1
min -59.527 6 2.671 2 0 1 0.876 10 0 1 0 12 max 121.94 10 1.336 1 0.044 3 9.6 6 53.84 3 -50.689 3
min -59.497 6 1.336 2 0 1 0.876 10 52.097 2 -52.421 13 max 121.896 10 0 1 0 1 9.6 6 71.786 3 -67.586 3
min -59.467 6 0 1 0 1 0.876 10 69.463 2 -69.895 14 max 121.851 10 -1.336 1 0 1 9.6 6 53.84 3 -50.689 6
min -59.437 6 -1.336 2 -0.044 9 0.876 10 52.097 2 -52.421 15 max 121.807 10 -2.671 1 0 1 9.6 6 0 1 0 1
min -59.407 6 -2.671 2 -0.089 9 0.876 10 0 1 0 1
Cesar Jimenez V50
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)M42 1 max -1594.033 10 0.657 11 0.313 7 0.472 8 45.274 4 396.255 11
min -3295.942 6 -2.754 4 -1.613 9 -0.04 3 -102.434 11 -60.369 42 max -1596.175 10 1.665 11 0.216 7 0.472 8 -0.927 4 332.443 11
min -3298.128 6 -1.66 4 -1.613 9 -0.04 3 -112.077 11 -3.63 43 max -1598.317 10 2.673 11 0.119 7 0.472 8 -23.872 4 245.13 11
min -3300.314 6 -0.566 4 -1.613 9 -0.04 3 -98.22 11 25.344 44 max -1600.459 10 3.68 11 0.108 2 0.472 8 -23.563 4 135.306 12
min -3302.5 6 0.528 4 -1.688 10 -0.04 3 -61.671 8 25.564 35 max -1602.601 10 4.768 8 0.108 2 0.472 8 0 1 0 1
min -3304.686 6 1.621 4 -1.784 10 -0.04 3 0 1 0 1M31 1 max -1583.783 10 -1.241 3 1.737 10 -0.51 1 0 1 0 1
min -3282.452 6 -2.051 8 -0.112 2 -3.556 11 0 1 0 12 max -1585.925 10 -0.168 4 1.641 10 -0.51 1 13.649 10 70.817 8
min -3284.638 6 -0.957 8 -0.112 2 -3.556 11 -26.733 2 15.745 33 max -1588.067 10 0.926 4 1.569 9 -0.51 1 50.553 10 116.125 8
min -3286.824 6 0.125 11 -0.126 7 -3.556 11 -27.957 2 7.205 14 max -1590.209 10 2.02 4 1.569 9 -0.51 1 110.711 10 135.923 8
min -3289.009 6 1.133 11 -0.223 7 -3.556 11 -6.37 6 -29.251 45 max -1592.351 10 3.113 4 1.569 9 -0.51 1 194.124 10 131.129 11
min -3291.195 6 2.14 11 -0.32 7 -3.556 11 38.51 6 -94.529 4M40 1 max -1241.292 9 2.912 3 0.288 7 0.015 4 390.321 8 46.289 3
min -2925.044 2 -0.395 8 -1.619 5 -0.492 11 -58.629 4 -91.554 82 max -1243.39 9 1.732 3 0.191 7 0.015 4 331.005 8 -0.716 4
min -2927.186 2 -1.489 8 -1.619 5 -0.492 11 -2.325 4 -106.93 83 max -1245.488 9 0.558 4 0.095 7 0.015 4 246.179 8 -23.732 4
min -2929.328 2 -2.583 8 -1.619 5 -0.492 11 26.214 4 -96.895 114 max -1247.586 9 -0.535 4 0.08 6 0.015 4 135.844 8 -23.493 4
min -2931.47 2 -3.676 8 -1.684 10 -0.492 11 26.843 1 -62.206 115 max -1249.684 9 -1.629 4 0.08 6 0.015 4 0 1 0 1
min -2933.612 2 -4.834 11 -1.781 10 -0.492 11 0 1 0 1M32 1 max -1231.953 9 2.073 8 1.73 10 4.302 12 0 1 0 1
min -2912.848 2 1.251 4 -0.089 6 1.072 1 0 1 0 12 max -1234.051 9 0.979 8 1.633 10 4.302 12 71.837 8 13.416 10
min -2914.99 2 0.157 4 -0.089 6 1.072 1 17.128 3 -26.767 63 max -1236.149 9 -0.115 8 1.572 5 4.302 12 118.164 8 50.087 10
min -2917.132 2 -0.973 3 -0.106 7 1.072 1 6.738 3 -26.525 24 max -1238.247 9 -1.208 8 1.572 5 4.302 12 138.982 8 110.012 10
min -2919.274 2 -2.153 3 -0.202 7 1.072 1 -31.17 3 -1.524 25 max -1240.345 9 -2.302 8 1.572 5 4.302 12 134.29 8 198.198 9
min -2921.416 2 -3.333 3 -0.299 7 1.072 1 -96.595 3 48.987 2M30 1 max 1936.938 11 1.725 4 0.707 7 0.178 9 0 1 0 1
min 1007.383 1 0.984 8 -1.567 9 -0.107 7 0 1 0 12 max 1934.84 11 0.631 4 0.61 7 0.178 9 41.927 4 -1.967 7
min 1005.241 1 -0.148 11 -1.567 9 -0.107 7 -25.487 8 -56.997 93 max 1932.742 11 -0.462 4 0.514 7 0.178 9 56.09 4 19.321 7
min 1003.099 1 -1.328 11 -1.567 9 -0.107 7 -78.146 11 -88.45 54 max 1930.644 11 -1.556 4 0.417 7 0.178 9 42.489 4 63.864 7
min 1000.957 1 -2.508 11 -1.567 9 -0.107 7 -158.496 11 -94.411 55 max 1928.546 11 -2.65 4 0.32 7 0.178 9 1.123 4 131.661 7
min 998.815 1 -3.688 11 -1.567 9 -0.107 7 -266.363 11 -74.863 5M41 1 max 1930.029 11 2.924 6 1.616 9 2.87 10 67.582 10 79.61 7
min 995.515 1 0.257 10 -0.312 7 0.001 6 -43.643 6 -321.867 5
Cesar Jimenez VVerical bracing forces
Cesar Jimenez V51
-
Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)2 max 1927.931 11 1.744 6 1.616 9 2.87 10 92.333 10 24.826 7
min 993.373 1 -0.837 10 -0.409 7 0.001 6 8.544 6 -279.664 53 max 1925.833 11 0.564 6 1.616 9 2.87 10 89.32 10 -6.704 7
min 991.231 1 -1.931 10 -0.505 7 0.001 6 33.214 6 -211.952 54 max 1923.735 11 -0.616 6 1.616 9 2.87 10 58.542 10 -14.979 7
min 989.089 1 -3.025 10 -0.602 7 0.001 6 30.366 6 -118.959 95 max 1921.637 11 -1.753 2 1.616 9 2.87 10 0 1 0 1
min 986.947 1 -4.118 10 -0.699 7 0.001 6 0 1 0 1M21 1 max 1705.377 10 0.733 9 6.398 10 0.123 9 0 1 0 1
min -308.729 2 -0.037 7 5.09 6 -0.045 7 0 1 0 12 max 1703.382 10 0.563 9 2.666 10 0.123 9 207.691 9 186.024 10
min -310.871 2 -0.037 7 1.444 6 -0.045 7 134.689 2 108.738 63 max 1701.387 10 0.393 9 -1.005 5 0.123 9 258.911 9 219.015 10
min -313.013 2 -0.037 7 -2.216 7 -0.045 7 119.877 2 74.945 64 max 1699.391 10 0.223 9 -4.651 5 0.123 9 153.659 9 100.282 5
min -315.155 2 -0.037 7 -5.947 7 -0.045 7 -47.574 7 -101.379 65 max 1697.396 10 0.053 9 -8.296 5 0.123 9 -108.063 9 -165.293 5
min -317.297 2 -0.037 7 -9.679 7 -0.045 7 -369.495 7 -420.234 6M19 1 max 1680.124 10 0.752 6 6.414 10 0.122 6 0 1 0 1
min -356.144 6 -0.004 5 5.14 2 -0.024 5 0 1 0 12 max 1678.128 10 0.582 6 2.689 9 0.122 6 211.273 9 186.586 10
min -358.286 6 -0.004 5 1.494 2 -0.024 5 136.917 2 110.009 63 max 1676.133 10 0.412 6 -0.957 9 0.122 6 266.074 9 220.14 10
min -360.428 6 -0.004 5 -2.213 7 -0.024 5 124.333 2 77.487 64 max 1674.137 10 0.242 6 -4.603 9 0.122 6 164.405 9 103.024 5
min -362.57 6 -0.004 5 -5.945 7 -0.024 5 -39.66 7 -97.565 65 max 1672.142 10 0.072 6 -8.248 9 0.122 6 -93.736 9 -161.637 5
min -364.712 6 -0.004 5 -9.677 7 -0.024 5 -358.943 7 -415.148 6M35 1 max 1671.604 10 0.037 7 9.298 4 0.081 3 71.682 11 10.108 8
min -348.302 2 -0.053 9 7.234 8 -0.393 12 -305.469 4 -353.203 32 max 1669.609 10 0.037 7 5.566 4 0.081 3 288.468 11 231.833 8
min -350.444 2 -0.223 9 3.588 8 -0.393 12 0.446 4 -51.106 33 max 1667.613 10 0.037 7 1.834 4 0.081 3 348.783 11 307.501 12
min -352.586 2 -0.393 9 -0.058 8 -0.393 12 151.797 1 108.46 34 max 1665.618 10 0.037 7 -1.862 3 0.081 3 252.627 11 230.266 12
min -354.727 2 -0.563 9 -3.735 12 -0.393 12 150.649 1 125.496 35 max 1663.622 10 0.037 7 -5.508 3 0.081 3 0 1 0 1
min -356.869 2 -0.733 9 -7.467 12 -0.393 12 0 1 0 1M39A 1 max 1649.936 9 6.19 9 0.664 4 0.01 7 0 1 0 1
min -480.442 7 4.993 7 -0.032 11 -0.013 9 0 1 0 12 max 1647.937 9 2.55 9 0.497 4 0.01 7 195.643 10 -106.098 7
min -482.584 7 1.438 7 -0.032 11 -0.013 9 130.382 2 -177.13 93 max 1645.938 9 -1.023 5 0.33 4 0.01 7 241.508 10 -75.848 7
min -484.726 7 -2.158 6 -0.032 11 -0.013 9 116.89 6 -207.733 94 max 1643.939 9 -4.578 5 0.163 4 0.01 7 137.595 10 90.75 7
min -486.868 7 -5.799 6 -0.032 11 -0.013 9 -44.458 6 -91.806 95 max 1641.94 9 -8.132 5 -0.002 1 0.01 7 -116.095 10 393.698 7
min -489.01 7 -9.44 6 -0.032 11 -0.013 9 -352.335 6 164.094 5M33 1 max 1646.387 10 0.004 5 9.296 4 0.406 11 76.369 11 10.741 8
min -395.68 6 -0.072 6 7.219 11 0.01 1 -297.773 4 -356.993 32 max 1644.392 10 0.004 5 5.564 4 0.406 11 291.983 11 232.308 8
min -397.822 6 -0.242 6 3.573 11 0.01 1 6.218 4 -53.949 33 max 1642.396 10 0.004 5 1.832 4 0.406 11 351.127 11 306.605 12
min -399.964 6 -0.412 6 -0.072 11 0.01 1 154.781 1 106.565 3
Cesar Jimenez V52
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)4 max 1640.401 10 0.004 5 -1.872 1 0.406 11 253.799 11 229.818 12
min -402.106 6 -0.582 6 -3.744 12 0.01 1 152.141 1 124.548 35 max 1638.406 10 0.004 5 -5.518 1 0.406 11 0 1 0 1
min -404.248 6 -0.752 6 -7.476 12 0.01 1 0 1 0 1M29 1 max 1645.567 12 -0.957 11 0.688 7 0.094 7 0 1 0 1
min 691.377 3 -1.696 4 -1.568 5 -0.165 5 0 1 0 12 max 1643.425 12 0.09 8 0.591 7 0.094 7 -1.72 7 41.091 4
min 689.191 3 -0.602 4 -1.568 5 -0.165 5 -57.733 5 -25.485 83 max 1641.283 12 1.183 8 0.494 7 0.094 7 19.814 7 54.418 4
min 687.005 3 0.49 3 -1.568 5 -0.165 5 -90.262 9 -76.48 84 max 1639.142 12 2.277 8 0.398 7 0.094 7 64.603 7 39.981 4
min 684.819 3 1.498 3 -1.568 5 -0.165 5 -100.141 9 -152.984 85 max 1637 12 3.371 8 0.301 7 0.094 7 132.646 7 -2.221 4
min 682.633 3 2.505 3 -1.568 5 -0.165 5 -86.519 9 -254.998 8M39 1 max 1637.028 12 -0.045 9 1.623 5 0.035 2 78.276 7 67.394 10
min 678.247 3 -2.629 2 -0.286 7 -2.875 10 -333.557 9 -35.558 22 max 1634.886 12 0.963 9 1.623 5 0.035 2 23.825 7 92.192 10
min 676.061 3 -1.535 2 -0.383 7 -2.875 10 -285.419 9 11.596 23 max 1632.744 12 1.97 9 1.623 5 0.035 2 -7.371 7 89.226 10
min 673.875 3 -0.441 2 -0.479 7 -2.875 10 -213.781 9 33.24 24 max 1630.602 12 3.02 10 1.623 5 0.035 2 -15.313 7 58.495 10
min 671.689 3 0.653 2 -0.576 7 -2.875 10 -119.134 5 29.375 25 max 1628.46 12 4.113 10 1.623 5 0.035 2 0 1 0 1
min 669.503 3 1.7 6 -0.673 7 -2.875 10 0 1 0 1M41A 1 max 1617.316 9 8.941 3 0.032 11 0.075 6 105.52 12 308.35 4
min -518.596 7 6.782 12 0.002 1 -0.007 10 -271.914 3 -47.579 82 max 1615.317 9 5.3 3 0.032 11 0.075 6 303.807 12 26.74 4
min -520.738 7 3.227 12 -0.163 4 -0.007 10 15.858 3 -254.368 113 max 1613.318 9 1.659 3 0.032 11 0.075 6 352.316 12 -118.522 4
min -522.88 7 -0.328 12 -0.33 4 -0.007 10 157.101 3 -316.107 114 max 1611.319 9 -1.963 1 0.032 11 0.075 6 251.047 12 -127.435 4
min -525.022 7 -3.895 11 -0.497 4 -0.007 10 150.456 1 -231.318 115 max 1609.32 9 -5.518 1 0.032 11 0.075 6 0 1 0 1
min -527.164 7 -7.536 11 -0.664 4 -0.007 10 0 1 0 1M20 1 max 1322.544 9 0.635 9 -5.209 7 0.06 6 0 1 0 1
min -720.407 7 -0.024 7 -6.518 9 -0.325 10 0 1 0 12 max 1320.402 9 0.465 9 -1.65 7 0.06 6 -123.003 6 -139.643 7
min -722.696 7 -0.024 7 -2.872 9 -0.325 10 -191.392 5 -215.061 93 max 1318.26 9 0.295 9 1.969 2 0.06 6 -103.475 6 -133.317 7
min -724.984 7 -0.024 7 0.738 10 -0.325 10 -233.284 5 -273.65 94 max 1316.118 9 0.125 9 5.615 2 0.06 6 58.583 6 20.678 2
min -727.273 7 -0.024 7 4.298 10 -0.325 10 -127.83 10 -175.768 95 max 1313.976 9 0.005 5 9.261 2 0.06 6 363.171 6 326.573 2
min -729.561 7 -0.072 6 7.858 10 -0.325 10 121.5 10 78.586 9M34 1 max 1287.77 9 0.072 6 -6.755 12 0.042 6 313.975 3 269.788 1
min -761.053 7 -0.004 5 -8.931 3 -0.001 8 -60.681 12 -95.402 112 max 1285.628 9 0.024 7 -3.196 12 0.042 6 21.686 3 -21.911 1
min -763.341 7 -0.124 9 -5.285 3 -0.001 8 -264.466 12 -306.259 113 max 1283.486 9 0.024 7 0.364 12 0.042 6 -128.073 3 -161.814 4
min -765.63 7 -0.294 9 -1.639 3 -0.001 8 -322.28 12 -360.644 114 max 1281.344 9 0.024 7 3.941 11 0.042 6 -135.302 3 -153.892 4
min -767.918 7 -0.464 9 1.99 4 -0.001 8 -235.472 8 -258.558 115 max 1279.202 9 0.024 7 7.587 11 0.042 6 0 1 0 1
min -770.207 7 -0.634 9 5.55 4 -0.001 8 0 1 0 1
Cesar Jimenez V53
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)M22 1 max 1286.827 5 0.66 6 -5.21 7 0.328 12 0 1 0 1
min -739.416 7 -0.003 5 -6.481 5 -0.029 1 0 1 0 12 max 1284.685 5 0.49 6 -1.64 6 0.328 12 -118.427 6 -142.188 7
min -741.704 7 -0.003 5 -2.835 5 -0.029 1 -191.12 5 -211.667 93 max 1282.543 5 0.32 6 2.006 6 0.328 12 -94.324 6 -138.406 7
min -743.993 7 -0.003 5 0.752 10 -0.029 1 -232.739 5 -266.862 94 max 1280.401 5 0.15 6 5.652 6 0.328 12 72.309 6 14.301 2
min -746.282 7 -0.003 5 4.311 10 -0.029 1 -125.978 10 -165.585 95 max 1278.259 5 0.037 7 9.298 6 0.328 12 381.473 6 318.07 2
min -748.57 7 -0.053 9 7.871 10 -0.029 1 123.969 10 92.163 9M36 1 max 1251.967 5 0.053 9 -6.762 12 0.022 9 317.971 3 263.977 1
min -780.066 7 -0.037 7 -8.921 1 -0.036 7 -56.231 12 -97.573 112 max 1249.825 5 0.002 5 -3.202 12 0.022 9 24.683 3 -26.269 1
min -782.355 7 -0.15 6 -5.276 1 -0.036 7 -261.128 12 -307.887 113 max 1247.683 5 0.002 5 0.358 12 0.022 9 -126.075 3 -165.575 4
min -784.643 7 -0.32 6 -1.63 1 -0.036 7 -320.452 8 -361.73 114 max 1245.541 5 0.002 5 3.944 11 0.022 9 -134.303 3 -155.773 4
min -786.932 7 -0.49 6 1.991 4 -0.036 7 -234.976 8 -259.101 115 max 1243.399 5 0.002 5 7.59 11 0.022 9 0 1 0 1
min -789.22 7 -0.66 6 5.551 4 -0.036 7 0 1 0 1M40A 1 max 1190.594 5 -4.915 6 0.673 12 0.021 10 0 1 0 1
min -939.593 6 -6.088 5 0.002 1 -0.003 6 0 1 0 12 max 1188.452 5 -1.44 7 0.507 12 0.021 10 -105.811 7 196.13 10
min -941.878 6 -2.533 5 0.002 1 -0.003 6 -173.328 5 129.222 63 max 1186.31 5 2.114 7 0.34 12 0.021 10 -75.273 7 242.483 10
min -944.163 6 0.956 9 0.002 1 -0.003 6 -203.593 5 118.251 24 max 1184.169 5 5.669 7 0.173 12 0.021 10 91.614 7 139.058 10
min -946.447 6 4.425 9 0.002 1 -0.003 6 -90.794 5 -37.218 25 max 1182.027 5 9.224 7 0.032 11 0.021 10 394.85 7 -114.145 10
min -948.732 6 7.893 9 0.002 1 -0.003 6 158.94 9 -335.751 2M42A 1 max 1157.116 5 -6.548 11 -0.002 1 0.086 9 309.271 4 107.816 12
min -978.579 6 -8.7 1 -0.032 11 0 2 -57.518 11 -255.81 12 max 1154.974 5 -3.079 11 -0.002 1 0.086 9 27.43 4 305.528 12
min -980.863 6 -5.146 1 -0.173 12 0 2 -252.536 11 22.737 13 max 1152.832 5 0.39 11 -0.002 1 0.086 9 -118.062 4 353.463 12
min -983.148 6 -1.591 1 -0.34 12 0 2 -309.361 8 158.221 14 max 1150.69 5 3.885 12 -0.002 1 0.086 9 -127.206 4 251.62 12
min -985.433 6 1.944 3 -0.507 12 0 2 -226.212 8 149.256 35 max 1148.548 5 7.439 12 -0.002 1 0.086 9 0 1 0 1
min -987.718 6 5.413 3 -0.673 12 0 2 0 1 0 1
Cesar Jimenez V54
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Company : FFE Minerals Designer : Csar Jimnez
Excentrica - Voisey's Bay ProjectJob Number :
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) (Kg-cm) (Kg-cm) (Kg-cm)M3 1 max 591.76 7 3907.793 12 29.761 10 6.683 6 0 1 0 1
min -990.198 9 2863.439 3 -3.99 6 4.577 5 0 1 0 12 max 591.76 7 3903.562 12 29.591 10 6.683 6 445.134 10 -42919.85 3
min -990.028 9 2859.208 3 -3.99 6 4.577 5 -59.851 6 -58585.17 123 max 591.76 7 3899.332 12 29.42 10 6.683 6 887.717 10 -85776.24 3
min -989.858 9 2854.977 3 -3.99 6 4.577 5 -119.702 6 -117106.9 124 max 591.76 7 3895.101 12 29.25 10 6.683 6 1327.748 10 -128569.2 3
min -989.688 9 2850.746 3 -3.99 6 4.577 5 -179.553 6 -175565.1 125 max 591.76 7 3890.87 12 29.08 10 6.683 6 1765.229 10 -171298.6 3
min -989.518 9 2846.515 3 -3.99 6 4.577 5 -239.404 6 -233959.9 12M4 1 max -276.23 9 380.44 12 12.319 7 -4.808 10 0 1 0 1
min -836.409 7 59.643 3 -21.029 5 -8.564 2 0 1 0 12 max -276.06 9 376.209 12 12.149 7 -4.808 10 183.508 7 -862.918 3
min -836.409 7 55.412 3 -21.029 5 -8.564 2 -315.428 5 -567