STRUCTURAL ANALYSIS REPORT WHISPER 100… · Structural Analysis Report Whisper 100/200 30-ft Guyed...

Structural Analysis ReportWhisper 100/200

30-ft Guyed Wind Turbine TEP # 061289

November 3, 2006 of 7

3703 Junction Boulevard, R

STRUCTURAL ANALYSIS REPORT

WHISPER 100/200 30-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 30-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 30-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 # 0027 REV E, provided by SW 2) Previous structural analysis by Southwest Windpower dated July 7, 2003, Document #

0191, 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

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

Wind Turbine Whisper 100/200

13 – 30 – – (1) 17-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe

0 – 13 – – (1) 13-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe

Superstructure Results:

Item Height (ft) Result Percent Capacity Used Notes

Deflection 30 0.32-ft - Twist 30 3.29º -

Mast Pipe 0 – 30 O. K. 64.0 % Guy Wires 0 – 30 O. K. 44.8 % Pivot Bolt 0 O. K. 8.3 % 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) 25 7x19 Strand 1/4 20 0.33 4.20 1.88 13 7x19 Strand 1/4 20 0.33 4.20 0.46 1 – Initial tension assumed to be 5% of breaking strength

Substructure Results:

Item Analysis Reactions (Kip) Notes

Mast horizontal 0.1 Mast vertical 3.2 Anchor shear 1.5

Anchor vertical 1.7 Anchor rod 2.3

Anchor angle 48.1°





9.0 ATTACHMENTS

1) Program Output

Tower Engineering Profes...

REG

061289

Whisper 100/200 30-ft

Nov 2, 2006 at 10:40 AM30-ft LC #1.r3d

Y

XZ

Solution: Envelope


REG

061289


Nov 2, 2006 at 10:41 AM30-ft LC #1.r3d

1

2

3

4

G1

G2 G3

G4

Y

XZ

Solution: Envelope


REG

061289


Nov 2, 2006 at 10:41 AM30-ft LC #1.r3d

12

3GUY1

GUY2GUY3

GUY4

GUY5

GUY6G

UY7

GUY8

Y

XZ

Solution: Envelope

Company : Tower Engineering Professionals, Inc. Nov 2, 2006Designer : 10:42 AMREG

Whisper 100/200 30-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 5 82 Wind WL 5 33 Earthquake EL 44 Ice Weight DL 5 35 Wind on Iced Members WL 5 3

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 13 0 03 3 0 25 0 04 4 0 30 0 05 G1 0 0 -20 06 G2 20 0 0 07 G3 0 0 20 08 G4 -20 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\11&12_100_200-30\RISA 3D\30-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 Pipe A572 Gr.50 Typical4 GUY1 G1 2 1/4" EHS None None Guy E=26800 Typical5 GUY2 G2 2 1/4" EHS None None Guy E=26800 Typical6 GUY3 G3 2 1/4" EHS None None Guy E=26800 Typical7 GUY4 G4 2 1/4" EHS None None Guy E=26800 Typical8 GUY5 G1 3 1/4" EHS None None Guy E=26800 Typical9 GUY6 G2 3 1/4" EHS None None Guy E=26800 Typical10 GUY7 G3 3 1/4" EHS None None Guy E=26800 Typical11 GUY8 G4 3 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 GUY1 Tension Only Yes5 GUY2 Tension Only Yes6 GUY3 Tension Only Yes7 GUY4 Tension Only Yes8 GUY5 Tension Only Yes9 GUY6 Tension Only Yes10 GUY7 Tension Only Yes11 GUY8 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 4 L Y -.0462 2 L Y -.00223 2 L Y -.00224 3 L Y -.0035 3 L Y -.003

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 4 L X .42 2 L X .01183 2 L X .01184 3 L X .01765 3 L X .0176

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 .0014 4 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 4 L Y 0




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

2 2 L Y 03 2 L Y 04 3 L Y 05 3 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 4 L X 02 2 L X 03 2 L X 04 3 L X 05 3 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 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 .0132 .0132 0 02 2 X .0132 .0132 0 03 3 X .0132 .0132 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 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 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 .007 5 -.365 5 -.406 5 0 1 0 1 0 12 min 0 4 -.588 1 -.651 1 0 1 0 1 0 13 G2 max .651 1 -.124 5 0 1 0 1 0 1 0 14 min .187 5 -.588 1 0 5 0 1 0 1 0 15 G3 max .007 5 -.365 5 .651 1 0 1 0 1 0 16 min 0 4 -.588 1 .406 5 0 1 0 1 0 17 G4 max -.419 9 -.378 9 0 5 0 1 0 1 0 18 min -1.535 3 -1.71 3 0 7 0 1 0 1 0 19 1 max 0 7 3.15 3 0 3 0 1 0 1 0 1




Envelope Joint Reactions (Continued)Joint X [k] lc Y [k] lc Z [k] lc MX [k-ft] lc MY [k-ft] lc MZ [k-ft] lc

10 min -.117 3 1.719 6 0 1 0 1 0 1 0 111 Totals: max 0 7 .323 1 0 512 min -1.368 3 .207 5 0 7

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 3.15 3 .117 3 0 1 0 1 0 1 0 12 min 1.719 6 0 1 0 1 0 1 0 1 0 19 5 max 3.06 3 0 4 0 1 0 1 0 1 .274 510 min 1.651 6 -.158 5 0 1 0 1 0 1 0 411 2 1 max 2.235 3 0 1 0 1 0 1 0 1 0 112 min 1.017 6 -.061 3 0 1 0 1 0 1 -.069 219 5 max 2.152 3 0 1 0 1 0 1 0 1 2.205 320 min .955 6 -.315 3 0 1 0 1 0 1 0 121 3 1 max .105 1 .749 3 0 1 0 1 0 1 3.481 322 min .067 5 0 1 0 1 0 1 0 1 0 129 5 max .064 1 .643 3 0 1 0 1 0 1 0 130 min .041 5 0 1 0 1 0 1 0 1 0 131 GUY1 1 max -.283 5 0 3 .009 3 0 4 0 1 0 132 min -.45 1 0 6 0 1 -.006 5 -.121 3 0 539 5 max -.283 5 0 3 .009 3 0 4 .093 3 0 640 min -.45 1 0 6 0 1 -.006 5 0 1 0 341 GUY2 1 max -.224 5 0 1 0 1 0 1 0 1 0 142 min -.45 1 -.002 3 0 1 0 1 0 1 0 249 5 max -.224 5 0 1 0 1 0 1 0 1 .058 350 min -.45 1 -.002 3 0 1 0 1 0 1 0 151 GUY3 1 max -.283 5 0 3 0 1 .006 5 .121 3 0 152 min -.45 1 0 6 -.009 3 0 4 0 1 0 559 5 max -.283 5 0 3 0 1 .006 5 0 1 0 660 min -.45 1 0 6 -.009 3 0 4 -.093 3 0 361 GUY4 1 max -.289 9 .013 3 0 1 0 1 0 1 .176 362 min -.45 1 0 6 0 1 0 1 0 1 0 669 5 max -.289 9 .013 3 0 1 0 1 0 1 0 670 min -.45 1 0 6 0 1 0 1 0 1 -.146 371 GUY5 1 max -.27 5 0 3 0 4 .043 5 .113 3 0 572 min -.439 1 0 6 -.017 5 0 1 0 1 0 179 5 max -.27 5 0 3 0 4 .043 5 0 4 0 680 min -.439 1 0 6 -.017 5 0 1 -.42 5 0 381 GUY6 1 max 0 2 0 1 0 1 0 1 0 1 0 282 min -.439 1 0 2 0 1 0 1 0 1 0 189 5 max 0 2 0 1 0 1 0 1 0 1 0 290 min -.439 1 0 2 0 1 0 1 0 1 0 191 GUY7 1 max -.27 5 0 3 .017 5 0 1 0 1 0 592 min -.439 1 0 6 0 4 -.043 5 -.113 3 0 199 5 max -.27 5 0 3 .017 5 0 1 .42 5 0 6100 min -.439 1 0 6 0 4 -.043 5 0 4 0 3101 GUY8 1 max -.282 9 0 1 0 1 0 1 0 1 0 6102 min -1.884 3 -.023 5 0 1 0 1 0 1 -.176 3109 5 max -.282 9 0 1 0 1 0 1 0 1 .574 5110 min -1.884 3 -.023 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 1RISA-3D Version 6.0.1.5 Page 4 [H:\2006\1289_Whisper\11&12_100_200-30\RISA 3D\30-ft LC #1.r3d]



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

9 5 max -.005 6 0 1 0 1 0 1 NC 1 NC 110 min -.01 3 -.02 5 0 1 0 1 NC 5 NC 111 2 1 max -.005 6 0 1 0 1 0 1 NC 1 NC 112 min -.01 3 -.02 5 0 1 0 1 NC 5 NC 119 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 120 min -.016 3 -.972 5 0 1 0 1 151.158 5 NC 121 3 1 max -.008 6 0 1 0 1 0 1 NC 1 NC 122 min -.016 3 -.972 5 0 1 0 1 NC 5 NC 129 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 130 min -.016 3 -3.883 5 0 1 0 1 20.613 5 NC 131 GUY1 1 max 0 1 0 1 0 1 6.062e-4 2 NC 1 NC 132 min 0 1 0 1 0 1 -8.389e-7 6 NC 1 NC 139 5 max -.003 6 -.004 6 0 1 2.061e-3 3 NC 6 NC 140 min -.005 3 -.008 3 -.02 5 -1.093e-6 6 NC 3 NC 541 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 142 min 0 1 0 1 0 1 0 1 NC 1 NC 149 5 max -.003 9 .004 5 0 1 0 1 NC 5 NC 150 min -.021 5 -.007 1 0 1 0 1 NC 1 NC 151 GUY3 1 max 0 1 0 1 0 1 8.389e-7 6 NC 1 NC 152 min 0 1 0 1 0 1 -6.062e-4 2 NC 1 NC 159 5 max -.003 6 -.004 6 .02 5 1.093e-6 6 NC 6 NC 560 min -.005 3 -.008 3 0 1 -2.061e-3 3 NC 3 NC 161 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 162 min 0 1 0 1 0 1 0 1 NC 1 NC 169 5 max .012 5 -.004 9 0 1 0 1 NC 9 NC 170 min -.005 1 -.018 3 0 1 0 1 NC 3 NC 171 GUY5 1 max 0 1 0 1 0 1 1.024e-4 2 NC 1 NC 172 min 0 1 0 1 0 1 -8.649e-4 5 NC 1 NC 179 5 max -.006 6 -.005 6 0 1 0 1 NC 6 NC 180 min -.013 3 -.01 3 -.972 5 -1.873e-2 5 NC 3 NC 581 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 182 min 0 1 0 1 0 1 0 1 NC 1 NC 189 5 max -.006 9 .75 5 0 1 0 1 NC 5 NC 190 min -.619 5 -.008 1 0 1 0 1 NC 1 NC 191 GUY7 1 max 0 1 0 1 0 1 8.649e-4 5 NC 1 NC 192 min 0 1 0 1 0 1 -1.024e-4 2 NC 1 NC 199 5 max -.006 6 -.005 6 .972 5 1.873e-2 5 NC 6 NC 5100 min -.013 3 -.01 3 0 1 0 1 NC 3 NC 1101 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1102 min 0 1 0 1 0 1 0 1 NC 1 NC 1109 5 max .596 5 -.005 9 0 1 0 1 NC 9 NC 1110 min -.01 1 -.768 5 0 1 0 1 NC 5 NC 1











1 1 0 0 0 02 2 0 13 0 03 3 0 25 0 04 4 0 30 0 05 G1 0 0 -20 06 G2 20 0 0 07 G3 0 0 20 08 G4 -20 0 0 0











1 4 L Y -.0462 2 L Y -.00223 2 L Y -.00224 3 L Y -.0035 3 L Y -.003


1 4 L X .42 2 L X .00423 2 L X .00424 3 L X .00635 3 L X .0063


1 1 L X .0022 2 L X .0043 3 L X .0034 4 L X .001


1 4 L Y -.05





2 2 L Y -.07523 2 L Y -.07524 3 L Y -.10095 3 L Y -.1009


1 4 L X .052 2 L X .01083 2 L X .01084 3 L X .01615 3 L X .0161




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


1 1 Y -.0079 -.0079 0 02 2 Y -.0079 -.0079 0 03 3 Y -.0079 -.0079 0 0


1 1 X .0019 .0019 0 02 2 X .0019 .0019 0 03 3 X .0019 .0019 0 0







10 min -.049 3 1.719 6 0 1 0 1 0 1 0 111 Totals: max 0 1 .916 8 0 512 min -.899 5 .207 5 0 1


1 1 1 max 2.933 3 .049 3 0 1 0 1 0 1 0 12 min 1.719 6 0 1 0 1 0 1 0 1 0 19 5 max 2.843 3 0 4 0 1 0 1 0 1 .025 910 min 1.651 6 -.05 5 0 1 0 1 0 1 -.024 211 2 1 max 2.015 3 0 1 0 1 0 1 0 1 0 112 min 1.017 6 -.152 3 0 1 0 1 0 1 -.3 319 5 max 1.932 3 0 1 0 1 0 1 0 1 2.065 320 min .955 6 -.242 3 0 1 0 1 0 1 0 121 3 1 max .179 8 .681 3 0 1 0 1 0 1 3.311 322 min .067 5 0 1 0 1 0 1 0 1 0 129 5 max .105 8 .643 3 0 1 0 1 0 1 0 130 min .041 5 0 1 0 1 0 1 0 1 0 131 GUY1 1 max -.284 5 0 8 .009 3 0 1 0 1 0 832 min -.45 1 0 6 0 1 -.005 5 -.119 3 0 539 5 max -.284 5 0 8 .009 3 0 1 .088 3 0 640 min -.45 1 0 6 0 1 -.005 5 0 1 0 341 GUY2 1 max -.267 9 0 1 0 1 0 1 0 1 0 142 min -.457 3 -.002 3 0 1 0 1 0 1 -.012 949 5 max -.267 9 0 1 0 1 0 1 0 1 .054 350 min -.457 3 -.002 3 0 1 0 1 0 1 0 151 GUY3 1 max -.284 5 0 8 0 1 .005 5 .119 3 0 852 min -.45 1 0 6 -.009 3 0 1 0 1 0 559 5 max -.284 5 0 8 0 1 .005 5 0 1 0 660 min -.45 1 0 6 -.009 3 0 1 -.088 3 0 361 GUY4 1 max -.212 5 .013 3 0 1 0 1 0 1 .173 362 min -.45 1 0 7 0 1 0 1 0 1 0 769 5 max -.212 5 .013 3 0 1 0 1 0 1 0 670 min -.45 1 0 7 0 1 0 1 0 1 -.142 371 GUY5 1 max -.272 5 0 3 0 1 .042 5 .112 3 0 572 min -.439 1 0 6 -.016 5 0 1 0 1 0 879 5 max -.272 5 0 3 0 1 .042 5 0 1 0 680 min -.439 1 0 6 -.016 5 0 1 -.411 5 0 381 GUY6 1 max 0 2 .002 8 0 1 0 1 0 1 .012 982 min -.439 1 0 2 0 1 0 1 0 1 0 189 5 max 0 2 .002 8 0 1 0 1 0 1 0 290 min -.439 1 0 2 0 1 0 1 0 1 -.038 891 GUY7 1 max -.272 5 0 3 .016 5 0 1 0 1 0 592 min -.439 1 0 6 0 1 -.042 5 -.112 3 0 899 5 max -.272 5 0 3 .016 5 0 1 .411 5 0 6100 min -.439 1 0 6 0 1 -.042 5 0 1 0 3101 GUY8 1 max -.286 6 0 1 0 1 0 1 0 1 0 7102 min -1.597 3 -.023 5 0 1 0 1 0 1 -.173 3109 5 max -.286 6 0 1 0 1 0 1 0 1 .559 5110 min -1.597 3 -.023 5 0 1 0 1 0 1 0 1






9 5 max -.005 6 .025 3 0 1 0 1 NC 3 NC 110 min -.009 3 -.006 9 0 1 0 1 NC 9 NC 111 2 1 max -.005 6 .025 3 0 1 0 1 NC 3 NC 112 min -.009 3 -.006 9 0 1 0 1 NC 9 NC 119 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 120 min -.015 3 -.797 5 0 1 0 1 175.323 5 NC 121 3 1 max -.008 6 0 1 0 1 0 1 NC 1 NC 122 min -.015 3 -.797 5 0 1 0 1 NC 5 NC 129 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 130 min -.015 3 -3.596 5 0 1 0 1 21.436 5 NC 131 GUY1 1 max 0 1 0 1 0 1 7.312e-4 2 NC 1 NC 132 min 0 1 0 1 0 1 -2.035e-6 6 NC 1 NC 139 5 max -.003 6 -.004 6 .025 3 2.017e-3 3 NC 6 NC 340 min -.005 3 -.008 3 -.006 9 -6.414e-7 6 NC 3 NC 941 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 142 min 0 1 0 1 0 1 0 1 NC 1 NC 149 5 max .016 3 -.003 9 0 1 0 1 NC 9 NC 150 min -.01 8 -.021 3 0 1 0 1 NC 3 NC 151 GUY3 1 max 0 1 0 1 0 1 2.035e-6 6 NC 1 NC 152 min 0 1 0 1 0 1 -7.312e-4 2 NC 1 NC 159 5 max -.003 6 -.004 6 .006 9 6.414e-7 6 NC 6 NC 960 min -.005 3 -.008 3 -.025 3 -2.017e-3 3 NC 3 NC 361 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 162 min 0 1 0 1 0 1 0 1 NC 1 NC 169 5 max .001 9 .007 5 0 1 0 1 NC 5 NC 170 min -.026 3 -.011 8 0 1 0 1 NC 8 NC 171 GUY5 1 max 0 1 0 1 0 1 1.893e-4 2 NC 1 NC 172 min 0 1 0 1 0 1 -6.87e-4 5 NC 1 NC 179 5 max -.006 6 -.005 6 0 1 0 1 NC 6 NC 180 min -.012 3 -.009 3 -.797 5 -1.8e-2 5 NC 3 NC 581 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 182 min 0 1 0 1 0 1 0 1 NC 1 NC 189 5 max -.008 6 .614 5 0 1 0 1 NC 5 NC 190 min -.508 5 -.008 1 0 1 0 1 NC 1 NC 191 GUY7 1 max 0 1 0 1 0 1 6.87e-4 5 NC 1 NC 192 min 0 1 0 1 0 1 -1.893e-4 2 NC 1 NC 199 5 max -.006 6 -.005 6 .797 5 1.8e-2 5 NC 6 NC 5100 min -.012 3 -.009 3 0 1 0 1 NC 3 NC 1101 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1102 min 0 1 0 1 0 1 0 1 NC 1 NC 1109 5 max .488 5 -.007 6 0 1 0 1 NC 6 NC 1110 min -.01 1 -.63 5 0 1 0 1 NC 5 NC 1











1 1 0 0 0 02 2 0 13 0 03 3 0 25 0 04 4 0 30 0 05 G1 0 0 -20 06 G2 20 0 0 07 G3 0 0 20 08 G4 -20 0 0 0











1 4 L Y -.0462 2 L Y -.00223 2 L Y -.00224 3 L Y -.0035 3 L Y -.003


1 4 L X .42 2 L X .00883 2 L X .00884 3 L X .01325 3 L X .0132


1 1 L X .0152 2 L X .0293 3 L X .024 4 L X .006


1 4 L Y -.05





2 2 L Y -.01083 2 L Y -.01084 3 L Y -.01445 3 L Y -.0144


1 4 L X .052 2 L X .00233 2 L X .00234 3 L X .00355 3 L X .0035




1 1 X .0099 .0099 0 02 2 X .0099 .0099 0 03 3 X .0099 .0099 0 0


1 1 Y -.002 -.002 0 02 2 Y -.002 -.002 0 03 3 Y -.002 -.002 0 0


1 1 X .00071 .00071 0 02 2 X .00071 .00071 0 03 3 X .00071 .00071 0 0







10 min -.091 3 1.719 6 0 1 0 1 0 1 0 111 Totals: max 0 7 .437 8 0 512 min -1.186 3 .207 5 0 1


1 1 1 max 3.066 3 .091 3 0 1 0 1 0 1 0 12 min 1.719 6 0 1 0 1 0 1 0 1 0 19 5 max 2.976 3 0 4 0 1 0 1 0 1 .172 510 min 1.651 6 -.116 5 0 1 0 1 0 1 -.002 411 2 1 max 2.15 3 0 1 0 1 0 1 0 1 0 112 min 1.017 6 -.097 3 0 1 0 1 0 1 -.148 319 5 max 2.066 3 0 1 0 1 0 1 0 1 2.151 320 min .955 6 -.287 3 0 1 0 1 0 1 0 121 3 1 max .15 8 .723 3 0 1 0 1 0 1 3.415 322 min .067 5 0 1 0 1 0 1 0 1 0 129 5 max .105 8 .643 3 0 1 0 1 0 1 0 130 min .041 5 0 1 0 1 0 1 0 1 0 131 GUY1 1 max -.283 5 0 3 .009 3 0 1 0 1 0 132 min -.45 1 0 6 0 1 -.005 5 -.12 3 0 539 5 max -.283 5 0 3 .009 3 0 1 .091 3 0 640 min -.45 1 0 6 0 1 -.005 5 0 1 0 341 GUY2 1 max -.273 6 0 1 0 1 0 1 0 1 0 142 min -.45 1 -.002 3 0 1 0 1 0 1 -.011 949 5 max -.273 6 0 1 0 1 0 1 0 1 .056 350 min -.45 1 -.002 3 0 1 0 1 0 1 0 151 GUY3 1 max -.283 5 0 3 0 1 .005 5 .12 3 0 152 min -.45 1 0 6 -.009 3 0 1 0 1 0 559 5 max -.283 5 0 3 0 1 .005 5 0 1 0 660 min -.45 1 0 6 -.009 3 0 1 -.091 3 0 361 GUY4 1 max -.287 9 .013 3 0 1 0 1 0 1 .174 362 min -.45 1 0 7 0 1 0 1 0 1 0 769 5 max -.287 9 .013 3 0 1 0 1 0 1 0 770 min -.45 1 0 7 0 1 0 1 0 1 -.144 371 GUY5 1 max -.271 5 0 3 0 1 .043 5 .112 3 0 572 min -.439 1 0 6 -.016 5 0 1 0 1 0 179 5 max -.271 5 0 3 0 1 .043 5 0 1 0 680 min -.439 1 0 6 -.016 5 0 1 -.416 5 0 381 GUY6 1 max 0 2 .001 8 0 1 0 1 0 1 .011 982 min -.439 1 0 2 0 1 0 1 0 1 0 189 5 max 0 2 .001 8 0 1 0 1 0 1 0 290 min -.439 1 0 2 0 1 0 1 0 1 -.036 891 GUY7 1 max -.271 5 0 3 .016 5 0 1 0 1 0 592 min -.439 1 0 6 0 1 -.043 5 -.112 3 0 199 5 max -.271 5 0 3 .016 5 0 1 .416 5 0 6100 min -.439 1 0 6 0 1 -.043 5 0 1 0 3101 GUY8 1 max -.305 6 0 1 0 1 0 1 0 1 0 7102 min -1.773 3 -.023 5 0 1 0 1 0 1 -.174 3109 5 max -.305 6 0 1 0 1 0 1 0 1 .568 5110 min -1.773 3 -.023 5 0 1 0 1 0 1 0 1






9 5 max -.005 6 0 8 0 1 0 1 NC 8 NC 110 min -.01 3 -.005 6 0 1 0 1 NC 6 NC 111 2 1 max -.005 6 0 8 0 1 0 1 NC 8 NC 112 min -.01 3 -.005 6 0 1 0 1 NC 6 NC 119 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 120 min -.016 3 -.904 5 0 1 0 1 159.711 5 NC 121 3 1 max -.008 6 0 1 0 1 0 1 NC 1 NC 122 min -.016 3 -.904 5 0 1 0 1 NC 5 NC 129 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 130 min -.016 3 -3.772 5 0 1 0 1 20.925 5 NC 131 GUY1 1 max 0 1 0 1 0 1 6.548e-4 2 NC 1 NC 132 min 0 1 0 1 0 1 -1.339e-5 6 NC 1 NC 139 5 max -.003 6 -.004 6 0 8 2.044e-3 3 NC 6 NC 840 min -.005 3 -.008 3 -.005 6 -5.984e-6 6 NC 3 NC 641 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 142 min 0 1 0 1 0 1 0 1 NC 1 NC 149 5 max -.003 9 -.002 6 0 1 0 1 NC 6 NC 150 min -.008 4 -.007 3 0 1 0 1 NC 3 NC 151 GUY3 1 max 0 1 0 1 0 1 1.339e-5 6 NC 1 NC 152 min 0 1 0 1 0 1 -6.548e-4 2 NC 1 NC 159 5 max -.003 6 -.004 6 .005 6 5.984e-6 6 NC 6 NC 660 min -.005 3 -.008 3 0 8 -2.044e-3 3 NC 3 NC 861 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 162 min 0 1 0 1 0 1 0 1 NC 1 NC 169 5 max .002 6 -.005 9 0 1 0 1 NC 9 NC 170 min -.005 8 -.009 3 0 1 0 1 NC 3 NC 171 GUY5 1 max 0 1 0 1 0 1 1.362e-4 2 NC 1 NC 172 min 0 1 0 1 0 1 -7.957e-4 5 NC 1 NC 179 5 max -.006 6 -.005 6 0 1 0 1 NC 6 NC 180 min -.012 3 -.01 3 -.904 5 -1.845e-2 5 NC 3 NC 581 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 182 min 0 1 0 1 0 1 0 1 NC 1 NC 189 5 max -.009 7 .697 5 0 1 0 1 NC 5 NC 190 min -.576 5 -.008 1 0 1 0 1 NC 1 NC 191 GUY7 1 max 0 1 0 1 0 1 7.957e-4 5 NC 1 NC 192 min 0 1 0 1 0 1 -1.362e-4 2 NC 1 NC 199 5 max -.006 6 -.005 6 .904 5 1.845e-2 5 NC 6 NC 5100 min -.012 3 -.01 3 0 1 0 1 NC 3 NC 1101 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1102 min 0 1 0 1 0 1 0 1 NC 1 NC 1109 5 max .554 5 -.007 7 0 1 0 1 NC 7 NC 1110 min -.01 1 -.715 5 0 1 0 1 NC 5 NC 1











1 1 0 0 0 02 2 0 13 0 03 3 0 25 0 04 4 0 30 0 05 G1 0 0 -20 06 G2 20 0 0 07 G3 0 0 20 08 G4 -20 0 0 0











1 4 L Y -.0462 2 L Y -.00223 2 L Y -.00224 3 L Y -.0035 3 L Y -.003


1 4 L X .42 2 L X .00383 2 L X .00384 3 L X .00565 3 L X .0056


1 1 L X .0152 2 L X .0293 3 L X .024 4 L X .006


1 4 L Y 0





2 2 L Y 03 2 L Y 04 3 L Y 05 3 L Y 0


1 4 L X 02 2 L X 03 2 L X 04 3 L X 05 3 L X 0




1 1 X .0042 .0042 0 02 2 X .0042 .0042 0 03 3 X .0042 .0042 0 0


1 1 Y 0 0 0 02 2 Y 0 0 0 03 3 Y 0 0 0 0


1 1 X 0 0 0 02 2 X 0 0 0 03 3 X 0 0 0 0







10 min -.045 3 1.719 6 0 1 0 1 0 1 0 111 Totals: max 0 7 .323 1 0 512 min -.872 5 .207 5 0 7


1 1 1 max 2.92 3 .045 3 0 1 0 1 0 1 0 12 min 1.719 6 0 1 0 1 0 1 0 1 0 19 5 max 2.83 3 0 4 0 1 0 1 0 1 0 110 min 1.651 6 -.043 5 0 1 0 1 0 1 -.031 211 2 1 max 2.002 3 0 1 0 1 0 1 0 1 0 112 min 1.017 6 -.157 3 0 1 0 1 0 1 -.315 319 5 max 1.919 3 0 1 0 1 0 1 0 1 2.057 320 min .955 6 -.238 3 0 1 0 1 0 1 0 121 3 1 max .105 1 .677 3 0 1 0 1 0 1 3.301 322 min .067 5 0 1 0 1 0 1 0 1 0 129 5 max .064 1 .643 3 0 1 0 1 0 1 0 130 min .041 5 0 1 0 1 0 1 0 1 0 131 GUY1 1 max -.284 5 0 3 .009 3 0 1 0 1 0 132 min -.45 1 0 6 0 1 -.005 5 -.119 3 0 539 5 max -.284 5 0 3 .009 3 0 1 .087 3 0 640 min -.45 1 0 6 0 1 -.005 5 0 1 0 341 GUY2 1 max -.273 6 0 1 0 1 0 1 0 1 0 142 min -.464 3 -.002 3 0 1 0 1 0 1 -.001 649 5 max -.273 6 0 1 0 1 0 1 0 1 .054 350 min -.464 3 -.002 3 0 1 0 1 0 1 0 151 GUY3 1 max -.284 5 0 3 0 1 .005 5 .119 3 0 152 min -.45 1 0 6 -.009 3 0 1 0 1 0 559 5 max -.284 5 0 3 0 1 .005 5 0 1 0 660 min -.45 1 0 6 -.009 3 0 1 -.087 3 0 361 GUY4 1 max -.204 5 .013 3 0 1 0 1 0 1 .173 362 min -.45 1 0 9 0 1 0 1 0 1 0 969 5 max -.204 5 .013 3 0 1 0 1 0 1 0 970 min -.45 1 0 9 0 1 0 1 0 1 -.141 371 GUY5 1 max -.273 5 0 3 0 1 .042 5 .112 3 0 572 min -.439 1 0 6 -.016 5 0 1 0 1 0 179 5 max -.273 5 0 3 0 1 .042 5 0 1 0 680 min -.439 1 0 6 -.016 5 0 1 -.411 5 0 381 GUY6 1 max 0 2 0 4 0 1 0 1 0 1 .001 682 min -.439 1 0 2 0 1 0 1 0 1 0 189 5 max 0 2 0 4 0 1 0 1 0 1 0 290 min -.439 1 0 2 0 1 0 1 0 1 -.005 491 GUY7 1 max -.273 5 0 3 .016 5 0 1 0 1 0 592 min -.439 1 0 6 0 1 -.042 5 -.112 3 0 199 5 max -.273 5 0 3 .016 5 0 1 .411 5 0 6100 min -.439 1 0 6 0 1 -.042 5 0 1 0 3101 GUY8 1 max -.282 9 0 1 0 1 0 1 0 1 0 9102 min -1.58 3 -.023 5 0 1 0 1 0 1 -.173 3109 5 max -.282 9 0 1 0 1 0 1 0 1 .558 5110 min -1.58 3 -.023 5 0 1 0 1 0 1 0 1






9 5 max -.005 6 .028 3 0 1 0 1 NC 3 NC 110 min -.009 3 -.005 6 0 1 0 1 NC 6 NC 111 2 1 max -.005 6 .028 3 0 1 0 1 NC 3 NC 112 min -.009 3 -.005 6 0 1 0 1 NC 6 NC 119 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 120 min -.015 3 -.787 5 0 1 0 1 177.015 5 NC 121 3 1 max -.008 6 0 1 0 1 0 1 NC 1 NC 122 min -.015 3 -.787 5 0 1 0 1 NC 5 NC 129 5 max -.008 6 0 1 0 1 0 1 NC 1 NC 130 min -.015 3 -3.579 5 0 1 0 1 21.487 5 NC 131 GUY1 1 max 0 1 0 1 0 1 7.388e-4 2 NC 1 NC 132 min 0 1 0 1 0 1 -1.339e-5 6 NC 1 NC 139 5 max -.003 6 -.004 6 .028 3 2.015e-3 3 NC 6 NC 340 min -.005 3 -.008 3 -.005 6 -5.984e-6 6 NC 3 NC 641 GUY2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 142 min 0 1 0 1 0 1 0 1 NC 1 NC 149 5 max .018 3 -.002 6 0 1 0 1 NC 6 NC 150 min -.008 4 -.023 3 0 1 0 1 NC 3 NC 151 GUY3 1 max 0 1 0 1 0 1 1.339e-5 6 NC 1 NC 152 min 0 1 0 1 0 1 -7.388e-4 2 NC 1 NC 159 5 max -.003 6 -.004 6 .005 6 5.984e-6 6 NC 6 NC 660 min -.005 3 -.008 3 -.028 3 -2.015e-3 3 NC 3 NC 361 GUY4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 162 min 0 1 0 1 0 1 0 1 NC 1 NC 169 5 max .002 6 .008 5 0 1 0 1 NC 5 NC 170 min -.028 3 -.009 4 0 1 0 1 NC 4 NC 171 GUY5 1 max 0 1 0 1 0 1 1.946e-4 2 NC 1 NC 172 min 0 1 0 1 0 1 -6.761e-4 5 NC 1 NC 179 5 max -.006 6 -.005 6 0 1 0 1 NC 6 NC 180 min -.012 3 -.009 3 -.787 5 -1.796e-2 5 NC 3 NC 581 GUY6 1 max 0 1 0 1 0 1 0 1 NC 1 NC 182 min 0 1 0 1 0 1 0 1 NC 1 NC 189 5 max -.006 9 .606 5 0 1 0 1 NC 5 NC 190 min -.501 5 -.008 1 0 1 0 1 NC 1 NC 191 GUY7 1 max 0 1 0 1 0 1 6.761e-4 5 NC 1 NC 192 min 0 1 0 1 0 1 -1.946e-4 2 NC 1 NC 199 5 max -.006 6 -.005 6 .787 5 1.796e-2 5 NC 6 NC 5100 min -.012 3 -.009 3 0 1 0 1 NC 3 NC 1101 GUY8 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1102 min 0 1 0 1 0 1 0 1 NC 1 NC 1109 5 max .481 5 -.005 9 0 1 0 1 NC 9 NC 1110 min -.01 1 -.622 5 0 1 0 1 NC 5 NC 1


STRUCTURAL ANALYSIS REPORT WHISPER 100… · Structural Analysis Report Whisper 100/200 30-ft Guyed...

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Transcript of STRUCTURAL ANALYSIS REPORT WHISPER 100… · Structural Analysis Report Whisper 100/200 30-ft Guyed...