structural analysis report whisper 100/200 … filestructural analysis report whisper 100/200 50-ft...

Structural Analysis ReportWhisper 100/200

50-ft Guyed Wind Turbine TEP # 061289

November 3, 2006 of 7

3703 Junction Boulevard, R

STRUCTURAL ANALYSIS REPORT

WHISPER 100/200 50-ft GUYED WIND TURBINE

TEP # 061289

Revision 0 November 3, 2006

PORTABLE DOCUMENTFORMAT

aleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net

Prepared For:




3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net

1.0 ASSIGNMENT Subject – Structural analysis of the 50-ft guyed wind turbine

Purpose – The objective of the analysis was to determine if the guyed wind turbine would meet the ASCE 7-05, Minimum Design Loads for Buildings and Other Structures and the 2003 International Building Code for four different load cases.

2.0 SCOPE OF SERVICES

1) Conduct a structural analysis of the wind turbine support structure

2) Prepare a report of findings and conclusions 3.0 PARTICIPATING PERSONNEL

Carrier Representative: Mr. Jay Yeager Southwest Windpower (SW) 1801 W. Route 66 Flagstaff, AZ 86001 (928) 779-9463

Consulting Engineers: Mr. Michael L. Gardner, P.E. Mr. Ronnie E. Glover, EI

Tower Engineering Professionals, Inc. (TEP) 3703 Junction Boulevard Raleigh, NC 27603-5263 (919) 661-6351





4.0 BACKGROUND INFORMATION

SW requested that TEP conduct a structural analysis of the guyed support structure. The analysis was to determine if the support structure would meet the ASCE 7-05. The structure is a 50-ft guyed, 2-1/2 Sch40-Grade 50 steel pipe with a Whisper 100/200 wind turbine installed. TEP utilized the following information to complete the analysis: 1) Tower land kit installation manual by Southwest Windpower dated May 20, 2005,

Document # 0028 REV E, provided by SW 2) Previous structural analysis by Southwest Windpower dated June 6, 2003, Report #

00600, provided be SW 3) Correspondence with SW with respect to the tower configuration

5.0 INVESTIGATION

Analyzed Appurtenance – See the appendix for a schedule including the wind turbine model considered in the analysis.

Codes and Standards – The structural analysis was performed in accordance with the

ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures and the 2003 International Building Code.

Basic Load Combinations – Nine load combinations per ASCE 7-05 were considered for each of the four load cases as follows:

1) 1.4D D = dead load 2) 1.2D + 0.8W W = wind load 3) 1.2D + 1.6W E = earthquake load 4) 1.2D + 1.0E Di = weight of ice 5) 0.9D + 1.6W Wi = wind-on-ice 6) 0.9D + 1.0E 7) 1.2D + 0.2Di 8) 1.2D + Di + Wi 9) 0.9D + Di + Wi





5.0 INVESTIGATION – continued Load Cases – Four load cases were considered in accordance with the above load combinations: Load Case I – High wind, no ice, low seismic region 1) A 150-mph 3-second gust wind was applied for stress analysis.

Load Case II – Moderate wind, heavy ice, low seismic region 2) A 90-mph 3-second gust wind was applied for stress analysis. 3) A 40-mph 3-second gust wind was applied with 3/4” radial ice for stress analysis. Load Case III – High wind, moderate ice, high seismic region 4) A 130-mph 3-second gust wind was applied for stress analysis. 5) A 30-mph 3-second gust wind was applied with 1/4” radial ice for stress analysis. Load Case IV – Low wind, no ice, high seismic region 6) An 85-mph 3-second gust wind was applied for stress analysis. Provisions of This Analysis 1) The tower and foundation were constructed according to manufacturer’s requirements. 2) The tower has been maintained according to the manufacturer’s specifications. 3) The structural integrity of the tower and tower components has not been compromised. 4) The information provided by SW was assumed accurate and complete. 5) This analysis report is not a construction document. 6) In determination of the design loads, TEP assumed the following:

a) Importance Factor = 1.00 b) Exposure Category C c) Site Class D assumed for all seismic conditions

These assumptions may change depending on site specific data. See Recommendations. 7) The mechanical specifications for the Whisper 200 wind turbine at the top of the tower

are as follows: a) Rotor Diameter = 9.2 ft b) Swept Area = 66.3 ft2 c) Turbine Weight = 46 lb d) Turbine Thrust = 400 lb





6.0 RESULTS – It is the opinion of Tower Engineering Professionals, Inc. that: Load Cases I – IV 1) The superstructure will meet the ASCE 7-05 and 2003 IBC standards for structural

capacity.

7.0 RECOMMENDATIONS – TEP recommends the following:

Load Cases I – IV 1) If the load differs from that described in the appendix of this report, or the assumptions

listed in the provisions of this analysis are found to be invalid, another structural analysis should be performed.

2) This analysis report includes four load cases indicative to typical site design parameters. This analysis report is not a construction document. TEP shall reanalyze and issue a sealed report in the state specific to the wind turbine location.





8.0 APPENDIX

Height (ft) Location Mount Description / Model

50 Top of Pipe Support (1) Tower Insert Mount Bracket

Wind Turbine Whisper 100/200

30 – 50 – – (1) 20-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe



Superstructure Results:

Item Height (ft) Result Percent Capacity Used Notes

Deflection 50 0.55-ft - Twist 50 4.08º -

Mast Pipe 0 – 50 O. K. 65.2 % Guy Wires 0 – 50 O. K. 60.0 % Pivot Bolt 0 O. K. 13.0 % Assumed A325 Type N 7/8” Ф

Guy Wire Configuration:

Guy Wires Elevation

(ft) Type Diameter (in)

Anchor Radius

(ft)

IT @60°-F(kip)1

Allowable Tension

(kip)

Maximum Tension

(kip) 45 7x19 Strand 1/4 25 0.33 4.20 2.52 30 7x19 Strand 1/4 25 0.33 4.20 0.54 15 7x19 Strand 1/4 25 0.33 4.20 0.62 1 – Initial tension assumed to be 5% of breaking strength





8.0 APPENDIX – continued Substructure Results:

Item Analysis Reactions (Kip) Notes

Mast horizontal 0.1 Mast vertical 5.0 Anchor shear 2.1

Anchor vertical 2.9 Anchor rod 3.6

Anchor angle 54.3°

9.0 ATTACHMENTS

1) Program Output

Tower Engineering Profes...

REG

061289

Whisper 100/200 50-ft

Nov 2, 2006 at 11:46 AM50-ft LC #1.r3d

Y

XZ

Solution: Envelope


REG

061289


Nov 2, 2006 at 11:46 AM50-ft LC #1.r3d

1

2

3

4

5

G1

G2 G3

G4

Y

XZ

Solution: Envelope


REG

061289


Nov 2, 2006 at 11:46 AM50-ft LC #1.r3d

12

34

GUY1

GUY2GUY3

GUY4

GUY5

GUY6G

UY7

GUY8

GUY9G

UY10G

UY1

1GUY

12

Y

XZ

Solution: Envelope

Company : Tower Engineering Professionals, Inc. Nov 2, 2006Designer : 11:45 AMREG

Whisper 100/200 50-ftJob Number : 061289 Checked By:_____

Basic Load CasesBLC Description Category X Gr...Y Grav...Z Grav... Joint Point Distributed Area (... Surfac...

1 Dead DL -1 7 122 Wind WL 7 43 Earthquake EL 54 Ice Weight DL 7 45 Wind on Iced Members WL 7 4

Load CombinationsDescription Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor

1 Comb 1 Yes Y 1 1.42 Comb 2 Yes Y 1 1.2 2 .83 Comb 3 Yes Y 1 1.2 2 1.64 Comb 4 Yes Y 1 1.2 3 15 Comb 5 Yes Y 1 .9 2 1.66 Comb 6 Yes Y 1 .9 3 17 Comb 7 Yes Y 1 1.2 4 .28 Comb 8 Yes Y 1 1.2 4 1 5 19 Comb 9 Yes Y 1 .9 4 1 5 1

General Material PropertiesLabel E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3]

1 gen_Conc3NW 3155 1372 .15 .6 .1452 gen_Conc4NW 3644 1584 .15 .6 .1453 gen_Conc3LW 2085 906 .15 .6 .114 gen_Conc4LW 2408 1047 .15 .6 .115 gen_Alum 10600 4077 .3 1.29 .1736 gen_Steel 29000 11154 .3 .65 .497 RIGID 1e+7 0 0 08 Guy E=26800 26800 11154 .3 1.17 0

Joint Coordinates and TemperaturesLabel X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap...

1 1 0 0 0 02 2 0 15 0 03 3 0 30 0 04 4 0 45 0 05 5 0 50 0 06 G1 0 0 -25 07 G2 25 0 0 08 G3 0 0 25 09 G4 -25 0 0 0

Joint Boundary ConditionsJoint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing

1 G1 Reaction Reaction Reaction2 G2 Reaction Reaction Reaction3 G3 Reaction Reaction Reaction4 G4 Reaction Reaction Reaction5 1 Reaction Reaction Reaction

RISA-3D Version 6.0.1.5 Page 1 [H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]



Member Primary DataLabel I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design Rules

1 1 1 2 PIPE_2.5 Column Pipe A572 Gr.50 Typical2 2 2 3 PIPE_2.5 Column Pipe A572 Gr.50 Typical3 3 3 4 PIPE_2.5 Column Wide Flan... A572 Gr.50 Typical4 4 4 5 PIPE_2.5 Beam Pipe A572 Gr.50 Typical5 GUY1 G1 2 1/4" EHS None None Guy E=26800 Typical6 GUY2 G2 2 1/4" EHS None None Guy E=26800 Typical7 GUY3 G3 2 1/4" EHS None None Guy E=26800 Typical8 GUY4 G4 2 1/4" EHS None None Guy E=26800 Typical9 GUY5 G1 3 1/4" EHS None None Guy E=26800 Typical10 GUY6 G2 3 1/4" EHS None None Guy E=26800 Typical11 GUY7 G3 3 1/4" EHS None None Guy E=26800 Typical12 GUY8 G4 3 1/4" EHS None None Guy E=26800 Typical13 GUY9 G1 4 1/4" EHS None None Guy E=26800 Typical14 GUY10 G2 4 1/4" EHS None None Guy E=26800 Typical15 GUY11 G3 4 1/4" EHS None None Guy E=26800 Typical16 GUY12 G4 4 1/4" EHS None None Guy E=26800 Typical

Member Advanced DataLabel I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive

1 1 Yes2 2 Yes3 3 Yes4 4 Yes5 GUY1 Tension Only Yes6 GUY2 Tension Only Yes7 GUY3 Tension Only Yes8 GUY4 Tension Only Yes9 GUY5 Tension Only Yes10 GUY6 Tension Only Yes11 GUY7 Tension Only Yes12 GUY8 Tension Only Yes13 GUY9 Tension Only Yes14 GUY10 Tension Only Yes15 GUY11 Tension Only Yes16 GUY12 Tension Only Yes

Joint Loads and Enforced Displacements (BLC 1 : Dead)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

1 5 L Y -.0462 2 L Y -.00273 2 L Y -.00274 3 L Y -.00375 3 L Y -.00376 4 L Y -.00487 4 L Y -.0048

Joint Loads and Enforced Displacements (BLC 2 : Wind)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

1 5 L X .42 2 L X .01443 2 L X .01444 3 L X .02235 3 L X .0223




Joint Loads and Enforced Displacements (BLC 2 : Wind) (Continued)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

6 4 L X .0327 4 L X .032

Joint Loads and Enforced Displacements (BLC 3 : Earthquake)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

1 1 L X .0012 2 L X .0023 3 L X .0024 4 L X .0015 5 L X 0

Joint Loads and Enforced Displacements (BLC 4 : Ice Weight)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

1 5 L Y 02 2 L Y 03 2 L Y 04 3 L Y 05 3 L Y 06 4 L Y 07 4 L Y 0

Joint Loads and Enforced Displacements (BLC 5 : Wind on Iced Members)Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k*s^2/ft]

1 5 L X 02 2 L X 03 2 L X 04 3 L X 05 3 L X 06 4 L X 07 4 L X 0

Member Distributed Loads (BLC 1 : Dead)Member Label Direction Start Magnitude[k/ft,deg] End Magnitud...Start Location[... End Location[ft,%]

1 GUY1 T -27.91 -27.91 0 02 GUY2 T -27.91 -27.91 0 03 GUY3 T -27.91 -27.91 0 04 GUY4 T -27.91 -27.91 0 05 GUY5 T -27.91 -27.91 0 06 GUY6 T -27.91 -27.91 0 07 GUY7 T -27.91 -27.91 0 08 GUY8 T -27.91 -27.91 0 09 GUY9 T -27.91 -27.91 0 010 GUY10 T -27.91 -27.91 0 011 GUY11 T -27.91 -27.91 0 012 GUY12 T -27.91 -27.91 0 0

Member Distributed Loads (BLC 2 : Wind)Member Label Direction Start Magnitude[k/ft,deg] End Magnitud...Start Location[... End Location[ft,%]

1 1 X .0147 .0147 0 02 2 X .0147 .0147 0 03 3 X .0147 .0147 0 04 4 X .0147 .0147 0 0




Member Distributed Loads (BLC 4 : Ice Weight)Member Label Direction Start Magnitude[k/ft,deg] End Magnitud...Start Location[... End Location[ft,%]

1 1 Y 0 0 0 02 2 Y 0 0 0 03 3 Y 0 0 0 04 4 Y 0 0 0 0

Member Distributed Loads (BLC 5 : Wind on Iced Members)Member Label Direction Start Magnitude[k/ft,deg] End Magnitud...Start Location[... End Location[ft,%]

1 1 X 0 0 0 02 2 X 0 0 0 03 3 X 0 0 0 04 4 X 0 0 0 0

Envelope Joint ReactionsJoint X [k] lc Y [k] lc Z [k] lc MX [k-ft] lc MY [k-ft] lc MZ [k-ft] lc

1 G1 max .003 5 -.548 5 -.516 5 0 1 0 1 0 12 min 0 4 -.918 1 -.854 1 0 1 0 1 0 13 G2 max .854 1 -.053 5 0 2 0 1 0 1 0 14 min .055 5 -.918 1 0 6 0 1 0 1 0 15 G3 max .003 5 -.548 5 .854 1 0 1 0 1 0 16 min 0 4 -.918 1 .516 5 0 1 0 1 0 17 G4 max -.549 9 -.59 9 0 4 0 1 0 1 0 18 min -2.105 3 -2.932 3 0 5 0 1 0 1 0 19 1 max 0 1 5.035 3 0 5 0 1 0 1 0 110 min -.134 5 2.684 6 0 1 0 1 0 1 0 111 Totals: max 0 1 .502 1 0 912 min -2.036 5 .323 5 0 5

Envelope Member Section ForcesMember Sec Axial[k] lc y Shear[k] lc z Shear[k] lc Torque... lc y-y Momen... lc z-z Moment[k... lc

1 1 1 max 5.035 3 .137 5 0 1 0 1 0 1 0 12 min 2.684 6 0 4 0 1 0 1 0 1 0 19 5 max 4.931 3 0 1 0 1 0 1 0 1 .596 310 min 2.606 6 -.216 3 0 1 0 1 0 1 0 111 2 1 max 4.164 3 .179 3 0 1 0 1 0 1 .483 312 min 2.015 6 0 1 0 1 0 1 0 1 0 119 5 max 4.059 3 0 4 0 1 0 1 0 1 .462 520 min 1.937 6 -.175 5 0 1 0 1 0 1 0 421 3 1 max 2.996 3 .056 5 0 1 0 1 0 1 .418 522 min 1.097 6 0 4 0 1 0 1 0 1 0 429 5 max 2.892 3 0 1 0 1 0 1 0 1 2.233 330 min 1.018 6 -.299 3 0 1 0 1 0 1 0 131 4 1 max .105 1 .762 3 0 1 0 1 0 1 3.516 332 min .067 5 0 1 0 1 0 1 0 1 0 139 5 max .064 1 .644 3 0 1 0 1 0 1 0 140 min .041 5 0 1 0 1 0 1 0 1 0 141 GUY1 1 max -.276 5 0 3 .004 5 .007 3 0 4 0 142 min -.443 1 0 6 0 4 0 4 -.07 5 0 549 5 max -.276 5 0 3 .004 5 .007 3 .045 5 0 650 min -.443 1 0 6 0 4 0 4 0 4 0 351 GUY2 1 max -.026 5 0 1 0 1 0 1 0 1 0 252 min -.443 1 0 5 0 1 0 1 0 1 -.006 559 5 max -.026 5 0 1 0 1 0 1 0 1 .015 560 min -.443 1 0 5 0 1 0 1 0 1 0 161 GUY3 1 max -.276 5 0 3 0 4 0 4 .07 5 0 1




Envelope Member Section Forces (Continued)Member Sec Axial[k] lc y Shear[k] lc z Shear[k] lc Torque... lc y-y Momen... lc z-z Moment[k... lc

62 min -.443 1 0 6 -.004 5 -.007 3 0 4 0 569 5 max -.276 5 0 3 0 4 0 4 0 4 0 670 min -.443 1 0 6 -.004 5 -.007 3 -.045 5 0 371 GUY4 1 max -.285 9 .006 5 0 1 0 1 0 1 .106 572 min -.623 3 0 6 0 1 0 1 0 1 0 679 5 max -.285 9 .006 5 0 1 0 1 0 1 0 680 min -.623 3 0 6 0 1 0 1 0 1 -.066 581 GUY5 1 max -.252 5 0 3 .002 3 .006 5 0 1 0 382 min -.422 1 0 6 0 1 0 4 -.062 3 0 689 5 max -.252 5 0 3 .002 3 .006 5 .028 3 0 690 min -.422 1 0 6 0 1 0 4 0 1 0 391 GUY6 1 max -.051 5 0 5 0 1 0 1 0 1 .006 592 min -.422 1 0 2 0 1 0 1 0 1 0 299 5 max -.051 5 0 5 0 1 0 1 0 1 .004 2100 min -.422 1 0 2 0 1 0 1 0 1 -.013 5101 GUY7 1 max -.252 5 0 3 0 1 0 4 .062 3 0 3102 min -.422 1 0 6 -.002 3 -.006 5 0 1 0 6109 5 max -.252 5 0 3 0 1 0 4 0 1 0 6110 min -.422 1 0 6 -.002 3 -.006 5 -.028 3 0 3111 GUY8 1 max -.271 9 .003 3 0 1 0 1 0 1 .07 3112 min -.54 3 0 9 0 1 0 1 0 1 0 9119 5 max -.271 9 .003 3 0 1 0 1 0 1 0 6120 min -.54 3 0 9 0 1 0 1 0 1 -.029 3121 GUY9 1 max -.244 5 0 5 0 4 .034 5 .126 3 0 6122 min -.419 1 0 9 -.011 5 0 4 0 4 0 1129 5 max -.244 5 0 5 0 4 .034 5 0 4 0 6130 min -.419 1 0 9 -.011 5 0 4 -.426 5 0 3131 GUY10 1 max 0 2 0 1 0 1 0 1 0 1 0 2132 min -.419 1 0 6 0 1 0 1 0 1 0 1139 5 max 0 2 0 1 0 1 0 1 0 1 0 2140 min -.419 1 0 6 0 1 0 1 0 1 0 1141 GUY11 1 max -.244 5 0 5 .011 5 0 4 0 4 0 6142 min -.419 1 0 9 0 4 -.034 5 -.126 3 0 1149 5 max -.244 5 0 5 .011 5 0 4 .426 5 0 6150 min -.419 1 0 9 0 4 -.034 5 0 4 0 3151 GUY12 1 max -.269 9 0 4 0 1 0 1 0 1 0 6152 min -2.518 3 -.013 5 0 1 0 1 0 1 -.174 5159 5 max -.269 9 0 4 0 1 0 1 0 1 .516 5160 min -2.518 3 -.013 5 0 1 0 1 0 1 0 1

Envelope Member Section DeflectionsMember Sec x [in] lc y [in] lc z [in] lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc

1 1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 12 min 0 1 0 1 0 1 0 1 NC 1 NC 19 5 max -.01 6 0 1 0 1 0 1 NC 1 NC 110 min -.018 3 -.101 3 0 1 0 1 NC 3 NC 111 2 1 max -.01 6 0 1 0 1 0 1 NC 1 NC 112 min -.018 3 -.101 3 0 1 0 1 NC 3 NC 119 5 max -.017 6 0 1 0 1 0 1 NC 1 NC 120 min -.033 3 -.144 5 0 1 0 1 NC 5 NC 121 3 1 max -.017 6 0 1 0 1 0 1 NC 1 NC 122 min -.033 3 -.144 5 0 1 0 1 NC 5 NC 129 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 130 min -.044 3 -2.831 5 0 1 0 1 66.992 5 NC 131 4 1 max -.021 6 0 1 0 1 0 1 NC 1 NC 132 min -.044 3 -2.831 5 0 1 0 1 NC 5 NC 1




Envelope Member Section Deflections (Continued)Member Sec x [in] lc y [in] lc z [in] lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc

39 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 140 min -.044 3 -6.566 5 0 1 0 1 16.063 5 NC 141 GUY1 1 max 0 1 0 1 0 1 3.242e-3 3 NC 1 NC 142 min 0 1 0 1 0 1 -2.508e-6 4 NC 1 NC 149 5 max -.005 6 -.008 6 0 1 4.553e-4 5 NC 6 NC 150 min -.009 3 -.016 3 -.101 3 -2.297e-6 4 NC 3 3470.88 351 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 152 min 0 1 0 1 0 1 0 1 NC 1 NC 159 5 max -.005 9 .038 5 0 1 0 1 NC 5 NC 160 min -.096 3 -.013 1 0 1 0 1 NC 1 NC 161 GUY3 1 max 0 1 0 1 0 1 2.508e-6 4 NC 1 NC 162 min 0 1 0 1 0 1 -3.242e-3 3 NC 1 NC 169 5 max -.005 6 -.008 6 .101 3 2.297e-6 4 NC 6 3470.88 370 min -.009 3 -.016 3 0 1 -4.553e-4 5 NC 3 NC 171 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 172 min 0 1 0 1 0 1 0 1 NC 1 NC 179 5 max .078 5 -.008 9 0 1 0 1 NC 9 NC 180 min -.008 1 -.067 3 0 1 0 1 NC 3 NC 181 GUY5 1 max 0 1 0 1 0 1 2.357e-3 3 NC 1 NC 182 min 0 1 0 1 0 1 -1.848e-6 4 NC 1 NC 189 5 max -.013 6 -.011 6 0 1 1.046e-4 2 NC 6 NC 190 min -.025 3 -.021 3 -.144 5 -5.697e-4 5 NC 3 NC 591 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 192 min 0 1 0 1 0 1 0 1 NC 1 NC 199 5 max -.013 9 .093 5 0 1 0 1 5061.42 5 NC 1100 min -.116 3 -.017 1 0 1 0 1 NC 1 NC 1101 GUY7 1 max 0 1 0 1 0 1 1.848e-6 4 NC 1 NC 1102 min 0 1 0 1 0 1 -2.357e-3 3 NC 1 NC 1109 5 max -.013 6 -.011 6 .144 5 5.697e-4 5 NC 6 NC 5110 min -.025 3 -.021 3 0 1 -1.046e-4 2 NC 3 NC 1111 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1112 min 0 1 0 1 0 1 0 1 NC 1 NC 1119 5 max .07 5 -.011 9 0 1 0 1 NC 9 NC 1120 min -.02 1 -.129 3 0 1 0 1 NC 3 NC 1121 GUY9 1 max 0 1 0 1 0 1 1.74e-3 3 NC 1 NC 1122 min 0 1 0 1 0 1 -1.383e-6 4 NC 1 NC 1129 5 max -.018 6 -.01 6 0 1 0 1 NC 6 NC 1130 min -.038 3 -.021 3 -2.831 5 -2.117e-2 5 NC 3 NC 5131 GUY10 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1132 min 0 1 0 1 0 1 0 1 NC 1 NC 1139 5 max -.018 9 2.456 5 0 1 0 1 NC 5 NC 1140 min -1.409 5 -.016 1 0 1 0 1 NC 1 NC 1141 GUY11 1 max 0 1 0 1 0 1 1.383e-6 4 NC 1 NC 1142 min 0 1 0 1 0 1 -1.74e-3 3 NC 1 NC 1149 5 max -.018 6 -.01 6 2.831 5 2.117e-2 5 NC 6 NC 5150 min -.038 3 -.021 3 0 1 0 1 NC 3 NC 1151 GUY12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1152 min 0 1 0 1 0 1 0 1 NC 1 NC 1159 5 max 1.341 5 -.01 9 0 1 0 1 NC 9 NC 1160 min -.028 1 -2.494 5 0 1 0 1 NC 5 NC 1











1 1 0 0 0 02 2 0 15 0 03 3 0 30 0 04 4 0 45 0 05 5 0 50 0 06 G1 0 0 -25 07 G2 25 0 0 08 G3 0 0 25 09 G4 -25 0 0 0











1 5 L Y -.0462 2 L Y -.00273 2 L Y -.00274 3 L Y -.00375 3 L Y -.00376 4 L Y -.00487 4 L Y -.0048


1 5 L X .42 2 L X .00523 2 L X .00524 3 L X .0085 3 L X .008





6 4 L X .01157 4 L X .0115


1 1 L X .0022 2 L X .0053 3 L X .0054 4 L X .0035 5 L X .001


1 5 L Y -.052 2 L Y -.1013 2 L Y -.1014 3 L Y -.13535 3 L Y -.13536 4 L Y -.17847 4 L Y -.1784


1 5 L X .052 2 L X .01383 2 L X .01384 3 L X .02145 3 L X .02146 4 L X .03087 4 L X .0308




1 1 X .0053 .0053 0 02 2 X .0053 .0053 0 03 3 X .0053 .0053 0 04 4 X .0053 .0053 0 0





1 1 Y -.0085 -.0085 0 02 2 Y -.0085 -.0085 0 03 3 Y -.0085 -.0085 0 04 4 Y -.0085 -.0085 0 0


1 1 X .0022 .0022 0 02 2 X .0022 .0022 0 03 3 X .0022 .0022 0 04 4 X .0022 .0022 0 0


1 G1 max .004 5 -.559 5 -.525 5 0 1 0 1 0 12 min 0 4 -.918 1 -.854 1 0 1 0 1 0 13 G2 max .854 1 -.308 5 0 3 0 1 0 1 0 14 min .337 5 -.918 1 0 7 0 1 0 1 0 15 G3 max .004 5 -.559 5 .854 1 0 1 0 1 0 16 min 0 4 -.918 1 .525 5 0 1 0 1 0 17 G4 max -.556 6 -.599 6 0 6 0 1 0 1 0 18 min -1.582 3 -2.244 3 0 3 0 1 0 1 0 19 1 max 0 1 4.789 8 0 3 0 1 0 1 0 110 min -.048 5 2.684 6 0 8 0 1 0 1 0 111 Totals: max 0 7 1.734 8 0 212 min -1.143 5 .323 5 0 5


1 1 1 max 4.789 8 .049 5 0 1 0 1 0 1 0 12 min 2.684 6 0 6 0 1 0 1 0 1 0 19 5 max 4.557 8 0 1 0 1 0 1 0 1 .227 310 min 2.606 6 -.079 3 0 1 0 1 0 1 0 111 2 1 max 3.748 3 .066 3 0 1 0 1 0 1 .161 312 min 2.015 6 0 1 0 1 0 1 0 1 0 119 5 max 3.643 3 0 6 0 1 0 1 0 1 .133 520 min 1.937 6 -.062 5 0 1 0 1 0 1 0 621 3 1 max 2.565 3 .007 9 0 1 0 1 0 1 .028 822 min 1.097 6 -.075 3 0 1 0 1 0 1 -.069 229 5 max 2.46 3 0 1 0 1 0 1 0 1 2.061 330 min 1.018 6 -.202 3 0 1 0 1 0 1 0 131 4 1 max .182 8 .687 3 0 1 0 1 0 1 3.327 332 min .067 6 0 1 0 1 0 1 0 1 0 139 5 max .105 8 .644 3 0 1 0 1 0 1 0 140 min .041 6 0 1 0 1 0 1 0 1 0 141 GUY1 1 max -.278 5 0 8 .003 5 .01 3 0 1 0 842 min -.443 1 0 6 0 1 0 1 -.065 5 0 549 5 max -.278 5 0 8 .003 5 .01 3 .034 5 0 650 min -.443 1 0 6 0 1 0 1 0 1 0 851 GUY2 1 max -.189 5 0 2 0 1 0 1 0 1 .005 252 min -.443 1 0 9 0 1 0 1 0 1 -.006 959 5 max -.189 5 0 2 0 1 0 1 0 1 .002 960 min -.443 1 0 9 0 1 0 1 0 1 -.004 261 GUY3 1 max -.278 5 0 8 0 1 0 1 .065 5 0 8





62 min -.443 1 0 6 -.003 5 -.01 3 0 1 0 569 5 max -.278 5 0 8 0 1 0 1 0 1 0 670 min -.443 1 0 6 -.003 5 -.01 3 -.034 5 0 871 GUY4 1 max -.288 6 .005 5 0 1 0 1 0 1 .099 572 min -.464 3 0 6 0 1 0 1 0 1 0 779 5 max -.288 6 .005 5 0 1 0 1 0 1 0 680 min -.464 3 0 6 0 1 0 1 0 1 -.051 581 GUY5 1 max -.257 5 0 3 .003 3 .004 5 0 1 0 382 min -.422 1 0 6 0 1 0 1 -.071 3 0 689 5 max -.257 5 0 3 .003 3 .004 5 .045 3 0 690 min -.422 1 0 6 0 1 0 1 0 1 0 391 GUY6 1 max -.21 9 0 1 0 1 0 1 0 1 0 192 min -.422 1 0 2 0 1 0 1 0 1 -.005 299 5 max -.21 9 0 1 0 1 0 1 0 1 .015 2100 min -.422 1 0 2 0 1 0 1 0 1 0 1101 GUY7 1 max -.257 5 0 3 0 1 0 1 .071 3 0 3102 min -.422 1 0 6 -.003 3 -.004 5 0 1 0 6109 5 max -.257 5 0 3 0 1 0 1 0 1 0 6110 min -.422 1 0 6 -.003 3 -.004 5 -.045 3 0 3111 GUY8 1 max -.24 5 .003 3 0 1 0 1 0 1 .08 3112 min -.422 1 0 7 0 1 0 1 0 1 0 7119 5 max -.24 5 .003 3 0 1 0 1 0 1 0 6120 min -.422 1 0 7 0 1 0 1 0 1 -.054 3121 GUY9 1 max -.25 5 0 5 0 1 .033 5 .131 3 0 6122 min -.419 1 0 6 -.011 5 0 1 0 1 0 8129 5 max -.25 5 0 5 0 1 .033 5 0 1 0 6130 min -.419 1 0 6 -.011 5 0 1 -.422 5 0 3131 GUY10 1 max 0 2 0 8 0 1 0 1 0 1 .011 9132 min -.419 1 0 2 0 1 0 1 0 1 0 1139 5 max 0 2 0 8 0 1 0 1 0 1 0 2140 min -.419 1 0 2 0 1 0 1 0 1 -.033 8141 GUY11 1 max -.25 5 0 5 .011 5 0 1 0 1 0 6142 min -.419 1 0 6 0 1 -.033 5 -.131 3 0 8149 5 max -.25 5 0 5 .011 5 0 1 .422 5 0 6150 min -.419 1 0 6 0 1 -.033 5 0 1 0 3151 GUY12 1 max -.274 6 0 1 0 1 0 1 0 1 0 7152 min -2.009 3 -.013 5 0 1 0 1 0 1 -.178 5159 5 max -.274 6 0 1 0 1 0 1 0 1 .507 5160 min -2.009 3 -.013 5 0 1 0 1 0 1 0 1


1 1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 12 min 0 1 0 1 0 1 0 1 NC 1 NC 19 5 max -.01 6 0 1 0 1 0 1 NC 1 NC 110 min -.017 8 -.036 3 0 1 0 1 NC 3 NC 111 2 1 max -.01 6 0 1 0 1 0 1 NC 1 NC 112 min -.017 8 -.036 3 0 1 0 1 NC 3 NC 119 5 max -.017 6 .016 3 0 1 0 1 NC 3 NC 120 min -.03 3 -.036 9 0 1 0 1 NC 9 NC 121 3 1 max -.017 6 .016 3 0 1 0 1 NC 3 NC 122 min -.03 3 -.036 9 0 1 0 1 NC 9 NC 129 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 130 min -.039 3 -2.188 5 0 1 0 1 81.811 5 NC 131 4 1 max -.021 6 0 1 0 1 0 1 NC 1 NC 132 min -.039 3 -2.188 5 0 1 0 1 NC 5 NC 1





39 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 140 min -.039 3 -5.763 5 0 1 0 1 16.785 5 NC 141 GUY1 1 max 0 1 0 1 0 1 3.598e-3 3 NC 1 NC 142 min 0 1 0 1 0 1 -1.284e-6 6 NC 1 NC 149 5 max -.005 6 -.008 6 0 1 6.684e-6 5 NC 6 NC 150 min -.009 8 -.015 8 -.036 3 -6.73e-5 2 NC 8 NC 351 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 152 min 0 1 0 1 0 1 0 1 NC 1 NC 159 5 max -.006 6 .006 5 0 1 0 1 NC 5 NC 160 min -.04 3 -.013 1 0 1 0 1 NC 1 NC 161 GUY3 1 max 0 1 0 1 0 1 1.284e-6 6 NC 1 NC 162 min 0 1 0 1 0 1 -3.598e-3 3 NC 1 NC 169 5 max -.005 6 -.008 6 .036 3 6.73e-5 2 NC 6 NC 370 min -.009 8 -.015 8 0 1 -6.684e-6 5 NC 8 NC 171 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 172 min 0 1 0 1 0 1 0 1 NC 1 NC 179 5 max .023 5 -.009 6 0 1 0 1 NC 6 NC 180 min -.008 1 -.033 3 0 1 0 1 NC 3 NC 181 GUY5 1 max 0 1 0 1 0 1 2.618e-3 3 NC 1 NC 182 min 0 1 0 1 0 1 -1.044e-6 6 NC 1 NC 189 5 max -.013 6 -.011 6 .016 3 6.111e-4 2 NC 6 NC 390 min -.023 3 -.019 3 -.036 9 -5.802e-5 9 NC 3 NC 991 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 192 min 0 1 0 1 0 1 0 1 NC 1 NC 199 5 max -.012 5 .012 9 0 1 0 1 NC 9 NC 1100 min -.046 8 -.031 3 0 1 0 1 NC 3 NC 1101 GUY7 1 max 0 1 0 1 0 1 1.044e-6 6 NC 1 NC 1102 min 0 1 0 1 0 1 -2.618e-3 3 NC 1 NC 1109 5 max -.013 6 -.011 6 .036 9 5.802e-5 9 NC 6 NC 9110 min -.023 3 -.019 3 -.016 3 -6.111e-4 2 NC 3 NC 3111 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1112 min 0 1 0 1 0 1 0 1 NC 1 NC 1119 5 max .004 9 -.007 5 0 1 0 1 NC 5 NC 1120 min -.033 3 -.046 8 0 1 0 1 NC 8 NC 1121 GUY9 1 max 0 1 0 1 0 1 1.934e-3 3 NC 1 NC 1122 min 0 1 0 1 0 1 -8.571e-7 6 NC 1 NC 1129 5 max -.018 6 -.01 6 0 1 0 1 NC 6 NC 1130 min -.034 3 -.019 3 -2.188 5 -2.024e-2 5 NC 3 NC 5131 GUY10 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1132 min 0 1 0 1 0 1 0 1 NC 1 NC 1139 5 max -.021 6 1.896 5 0 1 0 1 NC 5 NC 1140 min -1.092 5 -.016 1 0 1 0 1 NC 1 NC 1141 GUY11 1 max 0 1 0 1 0 1 8.571e-7 6 NC 1 NC 1142 min 0 1 0 1 0 1 -1.934e-3 3 NC 1 NC 1149 5 max -.018 6 -.01 6 2.188 5 2.024e-2 5 NC 6 NC 5150 min -.034 3 -.019 3 0 1 0 1 NC 3 NC 1151 GUY12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1152 min 0 1 0 1 0 1 0 1 NC 1 NC 1159 5 max 1.033 5 -.014 7 0 1 0 1 NC 7 NC 1160 min -.028 1 -1.929 5 0 1 0 1 NC 5 NC 1











1 1 0 0 0 02 2 0 15 0 03 3 0 30 0 04 4 0 45 0 05 5 0 50 0 06 G1 0 0 -25 07 G2 25 0 0 08 G3 0 0 25 09 G4 -25 0 0 0











1 5 L Y -.0462 2 L Y -.00273 2 L Y -.00274 3 L Y -.00375 3 L Y -.00376 4 L Y -.00487 4 L Y -.0048


1 5 L X .42 2 L X .01083 2 L X .01084 3 L X .01685 3 L X .0168





6 4 L X .0247 4 L X .024


1 1 L X .0172 2 L X .0353 3 L X .0354 4 L X .0235 5 L X .006


1 5 L Y -.052 2 L Y -.01433 2 L Y -.01434 3 L Y -.01925 3 L Y -.01926 4 L Y -.02537 4 L Y -.0253


1 5 L X .052 2 L X .0033 2 L X .0034 3 L X .00465 3 L X .00466 4 L X .00667 4 L X .0066




1 1 X .011 .011 0 02 2 X .011 .011 0 03 3 X .011 .011 0 04 4 X .011 .011 0 0





1 1 Y -.0022 -.0022 0 02 2 Y -.0022 -.0022 0 03 3 Y -.0022 -.0022 0 04 4 Y -.0022 -.0022 0 0


1 1 X .0008 .0008 0 02 2 X .0008 .0008 0 03 3 X .0008 .0008 0 04 4 X .0008 .0008 0 0




1 1 1 max 4.874 3 .102 5 0 1 0 1 0 1 0 12 min 2.684 6 0 6 0 1 0 1 0 1 0 19 5 max 4.769 3 0 1 0 1 0 1 0 1 .451 310 min 2.606 6 -.162 3 0 1 0 1 0 1 0 111 2 1 max 4 3 .135 3 0 1 0 1 0 1 .356 312 min 2.015 6 0 1 0 1 0 1 0 1 0 119 5 max 3.896 3 0 6 0 1 0 1 0 1 .333 520 min 1.937 6 -.131 5 0 1 0 1 0 1 -.002 621 3 1 max 2.826 3 .006 5 0 1 0 1 0 1 .259 522 min 1.097 6 -.005 2 0 1 0 1 0 1 -.008 929 5 max 2.722 3 0 1 0 1 0 1 0 1 2.165 330 min 1.018 6 -.261 3 0 1 0 1 0 1 0 131 4 1 max .151 8 .732 3 0 1 0 1 0 1 3.442 332 min .067 6 0 1 0 1 0 1 0 1 0 139 5 max .105 8 .644 3 0 1 0 1 0 1 0 140 min .041 6 0 1 0 1 0 1 0 1 0 141 GUY1 1 max -.277 5 0 3 .004 5 .008 3 0 1 0 142 min -.443 1 0 6 0 1 0 1 -.068 5 0 549 5 max -.277 5 0 3 .004 5 .008 3 .041 5 0 650 min -.443 1 0 6 0 1 0 1 0 1 0 351 GUY2 1 max -.09 5 0 2 0 1 0 1 0 1 .002 252 min -.443 1 0 5 0 1 0 1 0 1 -.006 959 5 max -.09 5 0 2 0 1 0 1 0 1 .009 560 min -.443 1 0 5 0 1 0 1 0 1 -.001 461 GUY3 1 max -.277 5 0 3 0 1 0 1 .068 5 0 1





62 min -.443 1 0 6 -.004 5 -.008 3 0 1 0 569 5 max -.277 5 0 3 0 1 0 1 0 1 0 670 min -.443 1 0 6 -.004 5 -.008 3 -.041 5 0 371 GUY4 1 max -.295 9 .006 5 0 1 0 1 0 1 .103 572 min -.561 3 0 6 0 1 0 1 0 1 0 779 5 max -.295 9 .006 5 0 1 0 1 0 1 0 680 min -.561 3 0 6 0 1 0 1 0 1 -.06 581 GUY5 1 max -.254 5 0 3 .003 3 .005 5 0 1 0 382 min -.422 1 0 6 0 1 0 1 -.066 3 0 689 5 max -.254 5 0 3 .003 3 .005 5 .035 3 0 690 min -.422 1 0 6 0 1 0 1 0 1 0 391 GUY6 1 max -.138 5 0 5 0 1 0 1 0 1 .003 592 min -.422 1 0 2 0 1 0 1 0 1 -.006 999 5 max -.138 5 0 5 0 1 0 1 0 1 .008 2100 min -.422 1 0 2 0 1 0 1 0 1 -.004 5101 GUY7 1 max -.254 5 0 3 0 1 0 1 .066 3 0 3102 min -.422 1 0 6 -.003 3 -.005 5 0 1 0 6109 5 max -.254 5 0 3 0 1 0 1 0 1 0 6110 min -.422 1 0 6 -.003 3 -.005 5 -.035 3 0 3111 GUY8 1 max -.275 9 .003 3 0 1 0 1 0 1 .074 3112 min -.457 3 0 7 0 1 0 1 0 1 0 7119 5 max -.275 9 .003 3 0 1 0 1 0 1 0 7120 min -.457 3 0 7 0 1 0 1 0 1 -.039 3121 GUY9 1 max -.246 5 0 5 0 1 .034 5 .128 3 0 6122 min -.419 1 0 6 -.011 5 0 1 0 1 0 1129 5 max -.246 5 0 5 0 1 .034 5 0 1 0 6130 min -.419 1 0 6 -.011 5 0 1 -.424 5 0 3131 GUY10 1 max 0 2 0 8 0 1 0 1 0 1 .012 9132 min -.419 1 0 2 0 1 0 1 0 1 0 1139 5 max 0 2 0 8 0 1 0 1 0 1 0 2140 min -.419 1 0 2 0 1 0 1 0 1 -.032 8141 GUY11 1 max -.246 5 0 5 .011 5 0 1 0 1 0 6142 min -.419 1 0 6 0 1 -.034 5 -.128 3 0 1149 5 max -.246 5 0 5 .011 5 0 1 .424 5 0 6150 min -.419 1 0 6 0 1 -.034 5 0 1 0 3151 GUY12 1 max -.301 6 0 1 0 1 0 1 0 1 0 7152 min -2.318 3 -.013 5 0 1 0 1 0 1 -.176 5159 5 max -.301 6 0 1 0 1 0 1 0 1 .512 5160 min -2.318 3 -.013 5 0 1 0 1 0 1 0 1


1 1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 12 min 0 1 0 1 0 1 0 1 NC 1 NC 19 5 max -.01 6 0 1 0 1 0 1 NC 1 NC 110 min -.018 3 -.075 3 0 1 0 1 NC 3 NC 111 2 1 max -.01 6 0 1 0 1 0 1 NC 1 NC 112 min -.018 3 -.075 3 0 1 0 1 NC 3 NC 119 5 max -.017 6 0 1 0 1 0 1 NC 1 NC 120 min -.032 3 -.083 5 0 1 0 1 NC 5 NC 121 3 1 max -.017 6 0 1 0 1 0 1 NC 1 NC 122 min -.032 3 -.083 5 0 1 0 1 NC 5 NC 129 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 130 min -.042 3 -2.578 5 0 1 0 1 72.142 5 NC 131 4 1 max -.021 6 0 1 0 1 0 1 NC 1 NC 132 min -.042 3 -2.578 5 0 1 0 1 NC 5 NC 1





39 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 140 min -.042 3 -6.25 5 0 1 0 1 16.34 5 NC 141 GUY1 1 max 0 1 0 1 0 1 3.381e-3 3 NC 1 NC 142 min 0 1 0 1 0 1 -1.542e-5 6 NC 1 NC 149 5 max -.005 6 -.008 6 0 1 2.779e-4 5 NC 6 NC 150 min -.009 3 -.015 3 -.075 3 -4.341e-5 6 NC 3 NC 351 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 152 min 0 1 0 1 0 1 0 1 NC 1 NC 159 5 max -.007 7 .026 5 0 1 0 1 NC 5 NC 160 min -.074 3 -.013 1 0 1 0 1 NC 1 NC 161 GUY3 1 max 0 1 0 1 0 1 1.542e-5 6 NC 1 NC 162 min 0 1 0 1 0 1 -3.381e-3 3 NC 1 NC 169 5 max -.005 6 -.008 6 .075 3 4.341e-5 6 NC 6 NC 370 min -.009 3 -.015 3 0 1 -2.779e-4 5 NC 3 NC 171 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 172 min 0 1 0 1 0 1 0 1 NC 1 NC 179 5 max .057 5 -.011 7 0 1 0 1 NC 7 NC 180 min -.008 1 -.054 3 0 1 0 1 NC 3 NC 181 GUY5 1 max 0 1 0 1 0 1 2.459e-3 3 NC 1 NC 182 min 0 1 0 1 0 1 -1.261e-5 6 NC 1 NC 189 5 max -.013 6 -.011 6 0 1 3.037e-4 2 NC 6 NC 190 min -.025 3 -.02 3 -.083 5 -1.67e-4 5 NC 3 NC 591 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 192 min 0 1 0 1 0 1 0 1 NC 1 NC 199 5 max -.017 9 .046 5 0 1 0 1 NC 5 NC 1100 min -.076 3 -.017 1 0 1 0 1 NC 1 NC 1101 GUY7 1 max 0 1 0 1 0 1 1.261e-5 6 NC 1 NC 1102 min 0 1 0 1 0 1 -2.459e-3 3 NC 1 NC 1109 5 max -.013 6 -.011 6 .083 5 1.67e-4 5 NC 6 NC 5110 min -.025 3 -.02 3 0 1 -3.037e-4 2 NC 3 NC 1111 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1112 min 0 1 0 1 0 1 0 1 NC 1 NC 1119 5 max .032 5 -.015 7 0 1 0 1 NC 7 NC 1120 min -.02 1 -.082 3 0 1 0 1 NC 3 NC 1121 GUY9 1 max 0 1 0 1 0 1 1.815e-3 3 NC 1 NC 1122 min 0 1 0 1 0 1 -1.041e-5 6 NC 1 NC 1129 5 max -.018 6 -.01 6 0 1 0 1 NC 6 NC 1130 min -.037 3 -.02 3 -2.578 5 -2.08e-2 5 NC 3 NC 5131 GUY10 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1132 min 0 1 0 1 0 1 0 1 NC 1 NC 1139 5 max -.024 7 2.236 5 0 1 0 1 NC 5 NC 1140 min -1.284 5 -.016 1 0 1 0 1 NC 1 NC 1141 GUY11 1 max 0 1 0 1 0 1 1.041e-5 6 NC 1 NC 1142 min 0 1 0 1 0 1 -1.815e-3 3 NC 1 NC 1149 5 max -.018 6 -.01 6 2.578 5 2.08e-2 5 NC 6 NC 5150 min -.037 3 -.02 3 0 1 0 1 NC 3 NC 1151 GUY12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1152 min 0 1 0 1 0 1 0 1 NC 1 NC 1159 5 max 1.22 5 -.014 7 0 1 0 1 NC 7 NC 1160 min -.028 1 -2.272 5 0 1 0 1 NC 5 NC 1


Company : Tower Engineering Professionals, Inc. Nov 2, 2006Designer : 12:15 PMREG









1 1 0 0 0 02 2 0 15 0 03 3 0 30 0 04 4 0 45 0 05 5 0 50 0 06 G1 0 0 -25 07 G2 25 0 0 08 G3 0 0 25 09 G4 -25 0 0 0











1 5 L Y -.0462 2 L Y -.00273 2 L Y -.00274 3 L Y -.00375 3 L Y -.00376 4 L Y -.00487 4 L Y -.0048


1 5 L X .42 2 L X .00463 2 L X .00464 3 L X .00725 3 L X .0072





6 4 L X .01037 4 L X .0103


1 1 L X .0172 2 L X .0353 3 L X .0354 4 L X .0235 5 L X .006


1 5 L Y 02 2 L Y 03 2 L Y 04 3 L Y 05 3 L Y 06 4 L Y 07 4 L Y 0


1 5 L X 02 2 L X 03 2 L X 04 3 L X 05 3 L X 06 4 L X 07 4 L X 0




1 1 X .0047 .0047 0 02 2 X .0047 .0047 0 03 3 X .0047 .0047 0 04 4 X .0047 .0047 0 0





1 1 Y 0 0 0 02 2 Y 0 0 0 03 3 Y 0 0 0 04 4 Y 0 0 0 0


1 1 X 0 0 0 02 2 X 0 0 0 03 3 X 0 0 0 04 4 X 0 0 0 0




1 1 1 max 4.598 3 .043 5 0 1 0 1 0 1 0 12 min 2.684 6 0 6 0 1 0 1 0 1 0 19 5 max 4.494 3 0 1 0 1 0 1 0 1 .204 310 min 2.606 6 -.07 3 0 1 0 1 0 1 0 111 2 1 max 3.722 3 .059 3 0 1 0 1 0 1 .14 312 min 2.015 6 0 1 0 1 0 1 0 1 0 119 5 max 3.618 3 0 6 0 1 0 1 0 1 .112 520 min 1.937 6 -.055 5 0 1 0 1 0 1 -.002 621 3 1 max 2.538 3 0 1 0 1 0 1 0 1 0 122 min 1.097 6 -.083 3 0 1 0 1 0 1 -.082 229 5 max 2.434 3 0 1 0 1 0 1 0 1 2.05 330 min 1.018 6 -.196 3 0 1 0 1 0 1 0 131 4 1 max .105 1 .682 3 0 1 0 1 0 1 3.315 332 min .067 6 0 1 0 1 0 1 0 1 0 139 5 max .064 1 .644 3 0 1 0 1 0 1 0 140 min .041 6 0 1 0 1 0 1 0 1 0 141 GUY1 1 max -.279 5 0 3 .003 5 .01 3 0 1 0 142 min -.443 1 0 6 0 1 0 1 -.065 5 0 549 5 max -.279 5 0 3 .003 5 .01 3 .034 5 0 650 min -.443 1 0 6 0 1 0 1 0 1 0 351 GUY2 1 max -.2 5 0 2 0 1 0 1 0 1 .005 252 min -.443 1 0 9 0 1 0 1 0 1 0 659 5 max -.2 5 0 2 0 1 0 1 0 1 0 960 min -.443 1 0 9 0 1 0 1 0 1 -.005 261 GUY3 1 max -.279 5 0 3 0 1 0 1 .065 5 0 1





62 min -.443 1 0 6 -.003 5 -.01 3 0 1 0 569 5 max -.279 5 0 3 0 1 0 1 0 1 0 670 min -.443 1 0 6 -.003 5 -.01 3 -.034 5 0 371 GUY4 1 max -.285 9 .005 5 0 1 0 1 0 1 .099 572 min -.454 3 0 6 0 1 0 1 0 1 0 979 5 max -.285 9 .005 5 0 1 0 1 0 1 0 680 min -.454 3 0 6 0 1 0 1 0 1 -.05 581 GUY5 1 max -.257 5 0 3 .003 3 .004 5 0 1 0 382 min -.422 1 0 6 0 1 0 1 -.071 3 0 689 5 max -.257 5 0 3 .003 3 .004 5 .046 3 0 690 min -.422 1 0 6 0 1 0 1 0 1 0 391 GUY6 1 max -.245 6 0 1 0 1 0 1 0 1 0 192 min -.422 1 0 2 0 1 0 1 0 1 -.005 299 5 max -.245 6 0 1 0 1 0 1 0 1 .016 2100 min -.422 1 0 2 0 1 0 1 0 1 0 1101 GUY7 1 max -.257 5 0 3 0 1 0 1 .071 3 0 3102 min -.422 1 0 6 -.003 3 -.004 5 0 1 0 6109 5 max -.257 5 0 3 0 1 0 1 0 1 0 6110 min -.422 1 0 6 -.003 3 -.004 5 -.046 3 0 3111 GUY8 1 max -.226 5 .003 3 0 1 0 1 0 1 .081 3112 min -.422 1 0 9 0 1 0 1 0 1 0 9119 5 max -.226 5 .003 3 0 1 0 1 0 1 0 9120 min -.422 1 0 9 0 1 0 1 0 1 -.055 3121 GUY9 1 max -.251 5 0 5 0 1 .033 5 .131 3 0 6122 min -.419 1 0 6 -.011 5 0 1 0 1 0 1129 5 max -.251 5 0 5 0 1 .033 5 0 1 0 6130 min -.419 1 0 6 -.011 5 0 1 -.421 5 0 3131 GUY10 1 max 0 2 0 4 0 1 0 1 0 1 .001 6132 min -.419 1 0 2 0 1 0 1 0 1 0 1139 5 max 0 2 0 4 0 1 0 1 0 1 0 2140 min -.419 1 0 2 0 1 0 1 0 1 -.004 4141 GUY11 1 max -.251 5 0 5 .011 5 0 1 0 1 0 6142 min -.419 1 0 6 0 1 -.033 5 -.131 3 0 1149 5 max -.251 5 0 5 .011 5 0 1 .421 5 0 6150 min -.419 1 0 6 0 1 -.033 5 0 1 0 3151 GUY12 1 max -.269 9 0 1 0 1 0 1 0 1 0 9152 min -1.978 3 -.013 5 0 1 0 1 0 1 -.179 5159 5 max -.269 9 0 1 0 1 0 1 0 1 .506 5160 min -1.978 3 -.013 5 0 1 0 1 0 1 0 1


1 1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 12 min 0 1 0 1 0 1 0 1 NC 1 NC 19 5 max -.01 6 0 1 0 1 0 1 NC 1 NC 110 min -.017 3 -.032 3 0 1 0 1 NC 3 NC 111 2 1 max -.01 6 0 1 0 1 0 1 NC 1 NC 112 min -.017 3 -.032 3 0 1 0 1 NC 3 NC 119 5 max -.017 6 .025 3 0 1 0 1 NC 3 NC 120 min -.03 3 -.019 6 0 1 0 1 NC 6 NC 121 3 1 max -.017 6 .025 3 0 1 0 1 NC 3 NC 122 min -.03 3 -.019 6 0 1 0 1 NC 6 NC 129 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 130 min -.039 3 -2.148 5 0 1 0 1 82.949 5 NC 131 4 1 max -.021 6 0 1 0 1 0 1 NC 1 NC 132 min -.039 3 -2.148 5 0 1 0 1 NC 5 NC 1





39 5 max -.021 6 0 1 0 1 0 1 NC 1 NC 140 min -.039 3 -5.713 5 0 1 0 1 16.832 5 NC 141 GUY1 1 max 0 1 0 1 0 1 3.62e-3 3 NC 1 NC 142 min 0 1 0 1 0 1 -1.542e-5 6 NC 1 NC 149 5 max -.005 6 -.008 6 0 1 0 1 NC 6 NC 150 min -.009 3 -.014 3 -.032 3 -8.143e-5 2 NC 3 NC 351 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 152 min 0 1 0 1 0 1 0 1 NC 1 NC 159 5 max -.005 9 .004 5 0 1 0 1 NC 5 NC 160 min -.036 3 -.013 1 0 1 0 1 NC 1 NC 161 GUY3 1 max 0 1 0 1 0 1 1.542e-5 6 NC 1 NC 162 min 0 1 0 1 0 1 -3.62e-3 3 NC 1 NC 169 5 max -.005 6 -.008 6 .032 3 8.143e-5 2 NC 6 NC 370 min -.009 3 -.014 3 0 1 0 1 NC 3 NC 171 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 172 min 0 1 0 1 0 1 0 1 NC 1 NC 179 5 max .02 5 -.008 9 0 1 0 1 NC 9 NC 180 min -.008 1 -.031 3 0 1 0 1 NC 3 NC 181 GUY5 1 max 0 1 0 1 0 1 2.633e-3 3 NC 1 NC 182 min 0 1 0 1 0 1 -1.261e-5 6 NC 1 NC 189 5 max -.013 6 -.011 6 .025 3 6.686e-4 3 NC 6 NC 390 min -.023 3 -.019 3 -.019 6 -2.365e-5 6 NC 3 NC 691 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 192 min 0 1 0 1 0 1 0 1 NC 1 NC 199 5 max -.005 5 .004 6 0 1 0 1 NC 6 NC 1100 min -.029 4 -.039 3 0 1 0 1 NC 3 NC 1101 GUY7 1 max 0 1 0 1 0 1 1.261e-5 6 NC 1 NC 1102 min 0 1 0 1 0 1 -2.633e-3 3 NC 1 NC 1109 5 max -.013 6 -.011 6 .019 6 2.365e-5 6 NC 6 NC 6110 min -.023 3 -.019 3 -.025 3 -6.686e-4 3 NC 3 NC 3111 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1112 min 0 1 0 1 0 1 0 1 NC 1 NC 1119 5 max 0 6 0 5 0 1 0 1 NC 5 NC 1120 min -.039 3 -.029 4 0 1 0 1 NC 4 NC 1121 GUY9 1 max 0 1 0 1 0 1 1.945e-3 3 NC 1 NC 1122 min 0 1 0 1 0 1 -1.041e-5 6 NC 1 NC 1129 5 max -.018 6 -.01 6 0 1 0 1 NC 6 NC 1130 min -.034 3 -.019 3 -2.148 5 -2.018e-2 5 NC 3 NC 5131 GUY10 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1132 min 0 1 0 1 0 1 0 1 NC 1 NC 1139 5 max -.018 9 1.861 5 0 1 0 1 NC 5 NC 1140 min -1.073 5 -.016 1 0 1 0 1 NC 1 NC 1141 GUY11 1 max 0 1 0 1 0 1 1.041e-5 6 NC 1 NC 1142 min 0 1 0 1 0 1 -1.945e-3 3 NC 1 NC 1149 5 max -.018 6 -.01 6 2.148 5 2.018e-2 5 NC 6 NC 5150 min -.034 3 -.019 3 0 1 0 1 NC 3 NC 1151 GUY12 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1152 min 0 1 0 1 0 1 0 1 NC 1 NC 1159 5 max 1.014 5 -.01 9 0 1 0 1 NC 9 NC 1160 min -.028 1 -1.894 5 0 1 0 1 NC 5 NC 1


structural analysis report whisper 100/200 … filestructural analysis report whisper 100/200 50-ft...

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