Analysis
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 1 of 7
STRUCTURAL ANALYSIS REPORT WHISPER 100/200 50-ft GUYED WIND TURBINE
TEP # 061289
Revision 0 November 3, 2006
PORTABLE DOCUMENT FORMAT
Prepared For:
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 2 of 7
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
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 3 of 7
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) 2) 3) 4) 5) 6) 7) 8) 9)
1.4D 1.2D + 0.8W 1.2D + 1.6W 1.2D + 1.0E 0.9D + 1.6W 0.9D + 1.0E 1.2D + 0.2Di 1.2D + Di + Wi 0.9D + Di + Wi
D = dead load W = wind load E = earthquake load Di = weight of ice Wi = wind-on-ice
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 4 of 7
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) 2) 3) 4) 5) 6)
The tower and foundation were constructed according to manufacturer’s requirements. The tower has been maintained according to the manufacturer’s specifications. The structural integrity of the tower and tower components has not been compromised. The information provided by SW was assumed accurate and complete. This analysis report is not a construction document. 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
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 5 of 7
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.
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 6 of 7
8.0
APPENDIX
Height (ft)
Location
Mount
50
Top of Pipe Support
(1) Tower Insert Mount Bracket
30 – 50
–
–
15 – 30
–
–
0 – 15
–
–
Description / Model Wind Turbine Whisper 100/200 (1) 20-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe (1) 15-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe (1) 15-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe
Superstructure Results: Item
Height (ft)
Result
Deflection Twist Mast Pipe Guy Wires Pivot Bolt
50 50 0 – 50 0 – 50 0
0.55-ft 4.08º O. K. O. K. O. K.
Percent Capacity Used 65.2 % 60.0 % 13.0 %
Guy Wire Configuration: Anchor Guy Wires Radius Diameter Elevation Type (ft) (in) (ft) 45 7x19 Strand 1/4 25 30 7x19 Strand 1/4 25 15 7x19 Strand 1/4 25 1 – Initial tension assumed to be 5% of breaking strength
IT @ 60°-F (kip)1 0.33 0.33 0.33
Notes
Assumed A325 Type N 7/8” Ф
Allowable Tension (kip) 4.20 4.20 4.20
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Maximum Tension (kip) 2.52 0.54 0.62
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 7 of 7
8.0
APPENDIX – continued Substructure Results: Item Mast horizontal Mast vertical Anchor shear Anchor vertical Anchor rod Anchor angle
9.0
Analysis Reactions (Kip) 0.1 5.0 2.1 2.9 3.6 54.3°
Notes
ATTACHMENTS 1) Program Output
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Y
Z
X
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Y
Z
X
5
4
3
2 G4
G1
1
G3
G2
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Y
X
2
8
GU Y
5
7
Y3
Y2 GU
GU
Y6
1
GUY1
GU Y
GUY4
GU
0
GU Y1
Y1 GU
1
Y GU
Y9 GU
GU Y1 2
3
4
Z
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Footing
Page 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0144 .0144 .0223 .0223
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Page 2
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
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]
4 4
L L
X X
.032 .032
6 7
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 2 3 4 5
L L L L L
X X X X X
.001 .002 .002 .001 0
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
0 0 0 0 0 0 0
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
0 0 0 0 0 0 0
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0147 .0147 .0147 .0147
.0147 .0147 .0147 .0147
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
0 0 0 0
Page 3
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.003 0 .854 .055 .003 0 -.549 -2.105 0 -.134 0 -2.036
5 4 1 5 5 4 9 3 1 5 1 5
-.548 -.918 -.053 -.918 -.548 -.918 -.59 -2.932 5.035 2.684 .502 .323
5 1 5 1 5 1 9 3 3 6 1 5
-.516 -.854 0 0 .854 .516 0 0 0 0 0 0
5 1 2 6 1 5 4 5 5 1 9 5
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
5.035 2.684 4.931 2.606 4.164 2.015 4.059 1.937 2.996 1.097 2.892 1.018 .105 .067 .064 .041 -.276 -.443 -.276 -.443 -.026 -.443 -.026 -.443 -.276
3 6 3 6 3 6 3 6 3 6 3 6 1 5 1 5 5 1 5 1 5 1 5 1 5
.137 0 0 -.216 .179 0 0 -.175 .056 0 0 -.299 .762 0 .644 0 0 0 0 0 0 0 0 0 0
5 4 1 3 3 1 4 5 5 4 1 3 3 1 3 1 3 6 3 6 1 5 1 5 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .004 0 .004 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 4 5 4 1 1 1 1 4
1 1 3 1 3 1 5 4 5 4 3 1 3 1 1 1 1 5 6 3 2 5 5 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 0 .007 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 4 3 4 1 1 1 1 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.07 .045 0 0 0 0 0 .07
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 5 5 4 1 1 1 1 5
0 0 .596 0 .483 0 .462 0 .418 0 2.233 0 3.516 0 0 0 0 0 0 0 0 -.006 .015 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Page 4
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.276 -.443 -.285 -.623 -.285 -.623 -.252 -.422 -.252 -.422 -.051 -.422 -.051 -.422 -.252 -.422 -.252 -.422 -.271 -.54 -.271 -.54 -.244 -.419 -.244 -.419 0 -.419 0 -.419 -.244 -.419 -.244 -.419 -.269 -2.518 -.269 -2.518
1 5 1 9 3 9 3 5 1 5 1 5 1 5 1 5 1 5 1 9 3 9 3 5 1 5 1 2 1 2 1 5 1 5 1 9 3 9 3
0 0 0 .006 0 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 5 2 5 2 3 6 3 6 3 9 3 9 5 9 5 9 1 6 1 6 5 9 5 9 4 5 4 5
-.004 0 -.004 0 0 0 0 .002 0 .002 0 0 0 0 0 0 -.002 0 -.002 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 4 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 4 5 4 5 1 1 1 1 5 4 5 4 1 1 1 1
5 6 3 5 6 6 5 3 6 6 3 5 2 2 5 3 6 6 3 3 9 6 3 6 1 6 3 2 1 2 1 6 1 6 3 6 5 5 1
-.007 0 -.007 0 0 0 0 .006 0 .006 0 0 0 0 0 0 -.006 0 -.006 0 0 0 0 .034 0 .034 0 0 0 0 0 0 -.034 0 -.034 0 0 0 0
3 4 3 1 1 1 1 5 4 5 4 1 1 1 1 4 5 4 5 1 1 1 1 5 4 5 4 1 1 1 1 4 5 4 5 1 1 1 1
0 0 -.045 0 0 0 0 0 -.062 .028 0 0 0 0 0 .062 0 0 -.028 0 0 0 0 .126 0 0 -.426 0 0 0 0 0 -.126 .426 0 0 0 0 0
4 4 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 4 4 5 1 1 1 1 4 3 5 4 1 1 1 1
0 0 0 .106 0 0 -.066 0 0 0 0 .006 0 .004 -.013 0 0 0 0 .07 0 0 -.029 0 0 0 0 0 0 0 0 0 0 0 0 0 -.174 .516 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.018 -.01 -.018 -.017 -.033 -.017 -.033 -.021 -.044 -.021 -.044
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.101 0 -.101 0 -.144 0 -.144 0 -2.831 0 -2.831
1 1 1 3 1 3 1 5 1 5 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 66.992 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
1 1 1 3 1 3 1 5 1 5 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 5
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.044 0 0 -.005 -.009 0 0 -.005 -.096 0 0 -.005 -.009 0 0 .078 -.008 0 0 -.013 -.025 0 0 -.013 -.116 0 0 -.013 -.025 0 0 .07 -.02 0 0 -.018 -.038 0 0 -.018 -1.409 0 0 -.018 -.038 0 0 1.341 -.028
6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5 1 1 6 3 1 1 5 1
0 -6.566 0 0 -.008 -.016 0 0 .038 -.013 0 0 -.008 -.016 0 0 -.008 -.067 0 0 -.011 -.021 0 0 .093 -.017 0 0 -.011 -.021 0 0 -.011 -.129 0 0 -.01 -.021 0 0 2.456 -.016 0 0 -.01 -.021 0 0 -.01 -2.494
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
0 0 0 0 0 -.101 0 0 0 0 0 0 .101 0 0 0 0 0 0 0 0 -.144 0 0 0 0 0 0 .144 0 0 0 0 0 0 0 0 -2.831 0 0 0 0 0 0 2.831 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.242e-3 -2.508e-6 4.553e-4 -2.297e-6 0 0 0 0 2.508e-6 -3.242e-3 2.297e-6 -4.553e-4 0 0 0 0 2.357e-3 -1.848e-6 1.046e-4 -5.697e-4 0 0 0 0 1.848e-6 -2.357e-3 5.697e-4 -1.046e-4 0 0 0 0 1.74e-3 -1.383e-6 0 -2.117e-2 0 0 0 0 1.383e-6 -1.74e-3 2.117e-2 0 0 0 0 0
1 1 3 4 5 4 1 1 1 1 4 3 4 5 1 1 1 1 3 4 2 5 1 1 1 1 4 3 5 2 1 1 1 1 3 4 1 5 1 1 1 1 4 3 5 1 1 1 1 1
NC 16.063 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 5061.42 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
NC NC NC NC NC 3470.88 NC NC NC NC NC NC 3470.88 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 6
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Footing
Page 7
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0052 .0052 .008 .008
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Page 8
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
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]
4 4
L L
X X
.0115 .0115
6 7
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 2 3 4 5
L L L L L
X X X X X
.002 .005 .005 .003 .001
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.05 -.101 -.101 -.1353 -.1353 -.1784 -.1784
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
.05 .0138 .0138 .0214 .0214 .0308 .0308
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0053 .0053 .0053 .0053
.0053 .0053 .0053 .0053
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
0 0 0 0
Page 9
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-.0085 -.0085 -.0085 -.0085
-.0085 -.0085 -.0085 -.0085
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0022 .0022 .0022 .0022
.0022 .0022 .0022 .0022
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.004 0 .854 .337 .004 0 -.556 -1.582 0 -.048 0 -1.143
5 4 1 5 5 4 6 3 1 5 7 5
-.559 -.918 -.308 -.918 -.559 -.918 -.599 -2.244 4.789 2.684 1.734 .323
5 1 5 1 5 1 6 3 8 6 8 5
-.525 -.854 0 0 .854 .525 0 0 0 0 0 0
5 1 3 7 1 5 6 3 3 8 2 5
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.789 2.684 4.557 2.606 3.748 2.015 3.643 1.937 2.565 1.097 2.46 1.018 .182 .067 .105 .041 -.278 -.443 -.278 -.443 -.189 -.443 -.189 -.443 -.278
8 6 8 6 3 6 3 6 3 6 3 6 8 6 8 6 5 1 5 1 5 1 5 1 5
.049 0 0 -.079 .066 0 0 -.062 .007 -.075 0 -.202 .687 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 9 3 1 3 3 1 3 1 8 6 8 6 2 9 2 9 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 8 2 3 1 3 1 1 1 8 5 6 8 2 9 9 2 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 0 .01 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.065 .034 0 0 0 0 0 .065
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .227 0 .161 0 .133 0 .028 -.069 2.061 0 3.327 0 0 0 0 0 0 0 .005 -.006 .002 -.004 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Page 10
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.278 -.443 -.288 -.464 -.288 -.464 -.257 -.422 -.257 -.422 -.21 -.422 -.21 -.422 -.257 -.422 -.257 -.422 -.24 -.422 -.24 -.422 -.25 -.419 -.25 -.419 0 -.419 0 -.419 -.25 -.419 -.25 -.419 -.274 -2.009 -.274 -2.009
1 5 1 6 3 6 3 5 1 5 1 9 1 9 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 2 1 5 1 5 1 6 3 6 3
0 0 0 .005 0 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 8 6 5 6 5 6 3 6 3 6 1 2 1 2 3 6 3 6 3 7 3 7 5 6 5 6 8 2 8 2 5 6 5 6 1 5 1 5
-.003 0 -.003 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 8 5 7 6 5 3 6 6 3 1 2 2 1 3 6 6 3 3 7 6 3 6 8 6 3 9 1 2 8 6 8 6 3 7 5 5 1
-.01 0 -.01 0 0 0 0 .004 0 .004 0 0 0 0 0 0 -.004 0 -.004 0 0 0 0 .033 0 .033 0 0 0 0 0 0 -.033 0 -.033 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.034 0 0 0 0 0 -.071 .045 0 0 0 0 0 .071 0 0 -.045 0 0 0 0 .131 0 0 -.422 0 0 0 0 0 -.131 .422 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .099 0 0 -.051 0 0 0 0 0 -.005 .015 0 0 0 0 0 .08 0 0 -.054 0 0 0 0 .011 0 0 -.033 0 0 0 0 0 -.178 .507 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.017 -.01 -.017 -.017 -.03 -.017 -.03 -.021 -.039 -.021 -.039
1 1 6 8 6 8 6 3 6 3 6 3 6 3
0 0 0 -.036 0 -.036 .016 -.036 .016 -.036 0 -2.188 0 -2.188
1 1 1 3 1 3 3 9 3 9 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 81.811 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
1 1 1 3 1 3 3 9 3 9 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 11
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.039 0 0 -.005 -.009 0 0 -.006 -.04 0 0 -.005 -.009 0 0 .023 -.008 0 0 -.013 -.023 0 0 -.012 -.046 0 0 -.013 -.023 0 0 .004 -.033 0 0 -.018 -.034 0 0 -.021 -1.092 0 0 -.018 -.034 0 0 1.033 -.028
6 3 1 1 6 8 1 1 6 3 1 1 6 8 1 1 5 1 1 1 6 3 1 1 5 8 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 5 1 1 6 3 1 1 5 1
0 -5.763 0 0 -.008 -.015 0 0 .006 -.013 0 0 -.008 -.015 0 0 -.009 -.033 0 0 -.011 -.019 0 0 .012 -.031 0 0 -.011 -.019 0 0 -.007 -.046 0 0 -.01 -.019 0 0 1.896 -.016 0 0 -.01 -.019 0 0 -.014 -1.929
1 5 1 1 6 8 1 1 5 1 1 1 6 8 1 1 6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 8 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
0 0 0 0 0 -.036 0 0 0 0 0 0 .036 0 0 0 0 0 0 0 .016 -.036 0 0 0 0 0 0 .036 -.016 0 0 0 0 0 0 0 -2.188 0 0 0 0 0 0 2.188 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 9 1 1 1 1 1 1 9 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.598e-3 -1.284e-6 6.684e-6 -6.73e-5 0 0 0 0 1.284e-6 -3.598e-3 6.73e-5 -6.684e-6 0 0 0 0 2.618e-3 -1.044e-6 6.111e-4 -5.802e-5 0 0 0 0 1.044e-6 -2.618e-3 5.802e-5 -6.111e-4 0 0 0 0 1.934e-3 -8.571e-7 0 -2.024e-2 0 0 0 0 8.571e-7 -1.934e-3 2.024e-2 0 0 0 0 0
1 1 3 6 5 2 1 1 1 1 6 3 2 5 1 1 1 1 3 6 2 9 1 1 1 1 6 3 9 2 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.785 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
1 5 1 1 6 8 1 1 5 1 1 1 6 8 1 1 6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 8 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 12
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 9 1 1 1 1 1 1 9 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Footing
Page 13
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0108 .0108 .0168 .0168
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Page 14
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
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]
4 4
L L
X X
.024 .024
6 7
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 2 3 4 5
L L L L L
X X X X X
.017 .035 .035 .023 .006
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.05 -.0143 -.0143 -.0192 -.0192 -.0253 -.0253
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
.05 .003 .003 .0046 .0046 .0066 .0066
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.011 .011 .011 .011
.011 .011 .011 .011
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
0 0 0 0
Page 15
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-.0022 -.0022 -.0022 -.0022
-.0022 -.0022 -.0022 -.0022
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0008 .0008 .0008 .0008
.0008 .0008 .0008 .0008
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.003 0 .854 .166 .003 0 -.598 -1.9 0 -.1 0 -1.685
5 4 1 5 5 4 6 3 1 5 1 5
-.553 -.918 -.153 -.918 -.553 -.918 -.649 -2.661 4.874 2.684 .708 .323
5 1 5 1 5 1 6 3 3 6 8 5
-.52 -.854 0 0 .854 .52 0 0 0 0 0 0
5 1 5 6 1 5 6 5 5 1 3 6
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.874 2.684 4.769 2.606 4 2.015 3.896 1.937 2.826 1.097 2.722 1.018 .151 .067 .105 .041 -.277 -.443 -.277 -.443 -.09 -.443 -.09 -.443 -.277
3 6 3 6 3 6 3 6 3 6 3 6 8 6 8 6 5 1 5 1 5 1 5 1 5
.102 0 0 -.162 .135 0 0 -.131 .006 -.005 0 -.261 .732 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 5 2 1 3 3 1 3 1 3 6 3 6 2 5 2 5 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .004 0 .004 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 5 9 3 1 3 1 1 1 1 5 6 3 2 9 5 4 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .008 0 .008 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.068 .041 0 0 0 0 0 .068
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .451 0 .356 0 .333 -.002 .259 -.008 2.165 0 3.442 0 0 0 0 0 0 0 .002 -.006 .009 -.001 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Page 16
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.277 -.443 -.295 -.561 -.295 -.561 -.254 -.422 -.254 -.422 -.138 -.422 -.138 -.422 -.254 -.422 -.254 -.422 -.275 -.457 -.275 -.457 -.246 -.419 -.246 -.419 0 -.419 0 -.419 -.246 -.419 -.246 -.419 -.301 -2.318 -.301 -2.318
1 5 1 9 3 9 3 5 1 5 1 5 1 5 1 5 1 5 1 9 3 9 3 5 1 5 1 2 1 2 1 5 1 5 1 6 3 6 3
0 0 0 .006 0 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 5 2 5 2 3 6 3 6 3 7 3 7 5 6 5 6 8 2 8 2 5 6 5 6 1 5 1 5
-.004 0 -.004 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 3 5 7 6 5 3 6 6 3 5 9 2 5 3 6 6 3 3 7 7 3 6 1 6 3 9 1 2 8 6 1 6 3 7 5 5 1
-.008 0 -.008 0 0 0 0 .005 0 .005 0 0 0 0 0 0 -.005 0 -.005 0 0 0 0 .034 0 .034 0 0 0 0 0 0 -.034 0 -.034 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.041 0 0 0 0 0 -.066 .035 0 0 0 0 0 .066 0 0 -.035 0 0 0 0 .128 0 0 -.424 0 0 0 0 0 -.128 .424 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .103 0 0 -.06 0 0 0 0 .003 -.006 .008 -.004 0 0 0 0 .074 0 0 -.039 0 0 0 0 .012 0 0 -.032 0 0 0 0 0 -.176 .512 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.018 -.01 -.018 -.017 -.032 -.017 -.032 -.021 -.042 -.021 -.042
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.075 0 -.075 0 -.083 0 -.083 0 -2.578 0 -2.578
1 1 1 3 1 3 1 5 1 5 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 72.142 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
1 1 1 3 1 3 1 5 1 5 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 17
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.042 0 0 -.005 -.009 0 0 -.007 -.074 0 0 -.005 -.009 0 0 .057 -.008 0 0 -.013 -.025 0 0 -.017 -.076 0 0 -.013 -.025 0 0 .032 -.02 0 0 -.018 -.037 0 0 -.024 -1.284 0 0 -.018 -.037 0 0 1.22 -.028
6 3 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5 1 1 6 3 1 1 5 1
0 -6.25 0 0 -.008 -.015 0 0 .026 -.013 0 0 -.008 -.015 0 0 -.011 -.054 0 0 -.011 -.02 0 0 .046 -.017 0 0 -.011 -.02 0 0 -.015 -.082 0 0 -.01 -.02 0 0 2.236 -.016 0 0 -.01 -.02 0 0 -.014 -2.272
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
0 0 0 0 0 -.075 0 0 0 0 0 0 .075 0 0 0 0 0 0 0 0 -.083 0 0 0 0 0 0 .083 0 0 0 0 0 0 0 0 -2.578 0 0 0 0 0 0 2.578 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.381e-3 -1.542e-5 2.779e-4 -4.341e-5 0 0 0 0 1.542e-5 -3.381e-3 4.341e-5 -2.779e-4 0 0 0 0 2.459e-3 -1.261e-5 3.037e-4 -1.67e-4 0 0 0 0 1.261e-5 -2.459e-3 1.67e-4 -3.037e-4 0 0 0 0 1.815e-3 -1.041e-5 0 -2.08e-2 0 0 0 0 1.041e-5 -1.815e-3 2.08e-2 0 0 0 0 0
1 1 3 6 5 6 1 1 1 1 6 3 6 5 1 1 1 1 3 6 2 5 1 1 1 1 6 3 5 2 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.34 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 18
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Footing
Page 19
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0046 .0046 .0072 .0072
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Page 20
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
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]
4 4
L L
X X
.0103 .0103
6 7
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 2 3 4 5
L L L L L
X X X X X
.017 .035 .035 .023 .006
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
0 0 0 0 0 0 0
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
0 0 0 0 0 0 0
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0047 .0047 .0047 .0047
.0047 .0047 .0047 .0047
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
0 0 0 0
Page 21
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.004 0 .854 .355 .004 0 -.549 -1.549 0 -.042 0 -1.087
5 4 1 5 5 4 9 3 1 5 1 3
-.56 -.918 -.324 -.918 -.56 -.918 -.59 -2.201 4.598 2.684 .502 .323
5 1 5 1 5 1 9 3 3 6 1 5
-.525 -.854 0 0 .854 .525 0 0 0 0 0 0
5 1 5 6 1 5 6 5 5 1 4 6
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.598 2.684 4.494 2.606 3.722 2.015 3.618 1.937 2.538 1.097 2.434 1.018 .105 .067 .064 .041 -.279 -.443 -.279 -.443 -.2 -.443 -.2 -.443 -.279
3 6 3 6 3 6 3 6 3 6 3 6 1 6 1 6 5 1 5 1 5 1 5 1 5
.043 0 0 -.07 .059 0 0 -.055 0 -.083 0 -.196 .682 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 1 3 1 3 3 1 3 1 3 6 3 6 2 9 2 9 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 1 2 3 1 3 1 1 1 1 5 6 3 2 6 9 2 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 0 .01 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.065 .034 0 0 0 0 0 .065
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .204 0 .14 0 .112 -.002 0 -.082 2.05 0 3.315 0 0 0 0 0 0 0 .005 0 0 -.005 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Page 22
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.279 -.443 -.285 -.454 -.285 -.454 -.257 -.422 -.257 -.422 -.245 -.422 -.245 -.422 -.257 -.422 -.257 -.422 -.226 -.422 -.226 -.422 -.251 -.419 -.251 -.419 0 -.419 0 -.419 -.251 -.419 -.251 -.419 -.269 -1.978 -.269 -1.978
1 5 1 9 3 9 3 5 1 5 1 6 1 6 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 2 1 5 1 5 1 9 3 9 3
0 0 0 .005 0 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 1 2 1 2 3 6 3 6 3 9 3 9 5 6 5 6 4 2 4 2 5 6 5 6 1 5 1 5
-.003 0 -.003 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 3 5 9 6 5 3 6 6 3 1 2 2 1 3 6 6 3 3 9 9 3 6 1 6 3 6 1 2 4 6 1 6 3 9 5 5 1
-.01 0 -.01 0 0 0 0 .004 0 .004 0 0 0 0 0 0 -.004 0 -.004 0 0 0 0 .033 0 .033 0 0 0 0 0 0 -.033 0 -.033 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.034 0 0 0 0 0 -.071 .046 0 0 0 0 0 .071 0 0 -.046 0 0 0 0 .131 0 0 -.421 0 0 0 0 0 -.131 .421 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .099 0 0 -.05 0 0 0 0 0 -.005 .016 0 0 0 0 0 .081 0 0 -.055 0 0 0 0 .001 0 0 -.004 0 0 0 0 0 -.179 .506 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.017 -.01 -.017 -.017 -.03 -.017 -.03 -.021 -.039 -.021 -.039
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.032 0 -.032 .025 -.019 .025 -.019 0 -2.148 0 -2.148
1 1 1 3 1 3 3 6 3 6 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 82.949 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
1 1 1 3 1 3 3 6 3 6 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 23
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.039 0 0 -.005 -.009 0 0 -.005 -.036 0 0 -.005 -.009 0 0 .02 -.008 0 0 -.013 -.023 0 0 -.005 -.029 0 0 -.013 -.023 0 0 0 -.039 0 0 -.018 -.034 0 0 -.018 -1.073 0 0 -.018 -.034 0 0 1.014 -.028
6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 5 4 1 1 6 3 1 1 6 3 1 1 6 3 1 1 9 5 1 1 6 3 1 1 5 1
0 -5.713 0 0 -.008 -.014 0 0 .004 -.013 0 0 -.008 -.014 0 0 -.008 -.031 0 0 -.011 -.019 0 0 .004 -.039 0 0 -.011 -.019 0 0 0 -.029 0 0 -.01 -.019 0 0 1.861 -.016 0 0 -.01 -.019 0 0 -.01 -1.894
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 3 1 1 6 3 1 1 5 4 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
0 0 0 0 0 -.032 0 0 0 0 0 0 .032 0 0 0 0 0 0 0 .025 -.019 0 0 0 0 0 0 .019 -.025 0 0 0 0 0 0 0 -2.148 0 0 0 0 0 0 2.148 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 6 1 1 1 1 1 1 6 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.62e-3 -1.542e-5 0 -8.143e-5 0 0 0 0 1.542e-5 -3.62e-3 8.143e-5 0 0 0 0 0 2.633e-3 -1.261e-5 6.686e-4 -2.365e-5 0 0 0 0 1.261e-5 -2.633e-3 2.365e-5 -6.686e-4 0 0 0 0 1.945e-3 -1.041e-5 0 -2.018e-2 0 0 0 0 1.041e-5 -1.945e-3 2.018e-2 0 0 0 0 0
1 1 3 6 1 2 1 1 1 1 6 3 2 1 1 1 1 1 3 6 3 6 1 1 1 1 6 3 6 3 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.832 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 3 1 1 6 3 1 1 5 4 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 24
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 6 1 1 1 1 1 1 6 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
STRUCTURAL ANALYSIS REPORT WHISPER 100/200 50-ft GUYED WIND TURBINE
TEP # 061289
Revision 0 November 3, 2006
PORTABLE DOCUMENT FORMAT
Prepared For:
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 2 of 7
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
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 3 of 7
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) 2) 3) 4) 5) 6) 7) 8) 9)
1.4D 1.2D + 0.8W 1.2D + 1.6W 1.2D + 1.0E 0.9D + 1.6W 0.9D + 1.0E 1.2D + 0.2Di 1.2D + Di + Wi 0.9D + Di + Wi
D = dead load W = wind load E = earthquake load Di = weight of ice Wi = wind-on-ice
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 4 of 7
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) 2) 3) 4) 5) 6)
The tower and foundation were constructed according to manufacturer’s requirements. The tower has been maintained according to the manufacturer’s specifications. The structural integrity of the tower and tower components has not been compromised. The information provided by SW was assumed accurate and complete. This analysis report is not a construction document. 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
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 5 of 7
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.
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 6 of 7
8.0
APPENDIX
Height (ft)
Location
Mount
50
Top of Pipe Support
(1) Tower Insert Mount Bracket
30 – 50
–
–
15 – 30
–
–
0 – 15
–
–
Description / Model Wind Turbine Whisper 100/200 (1) 20-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe (1) 15-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe (1) 15-ft 2-1/2 Sch40 ASTM A572 Gr. 50 Steel Pipe
Superstructure Results: Item
Height (ft)
Result
Deflection Twist Mast Pipe Guy Wires Pivot Bolt
50 50 0 – 50 0 – 50 0
0.55-ft 4.08º O. K. O. K. O. K.
Percent Capacity Used 65.2 % 60.0 % 13.0 %
Guy Wire Configuration: Anchor Guy Wires Radius Diameter Elevation Type (ft) (in) (ft) 45 7x19 Strand 1/4 25 30 7x19 Strand 1/4 25 15 7x19 Strand 1/4 25 1 – Initial tension assumed to be 5% of breaking strength
IT @ 60°-F (kip)1 0.33 0.33 0.33
Notes
Assumed A325 Type N 7/8” Ф
Allowable Tension (kip) 4.20 4.20 4.20
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Maximum Tension (kip) 2.52 0.54 0.62
Structural Analysis Report Whisper 100/200 50-ft Guyed Wind Turbine TEP # 061289 November 3, 2006 Page 7 of 7
8.0
APPENDIX – continued Substructure Results: Item Mast horizontal Mast vertical Anchor shear Anchor vertical Anchor rod Anchor angle
9.0
Analysis Reactions (Kip) 0.1 5.0 2.1 2.9 3.6 54.3°
Notes
ATTACHMENTS 1) Program Output
3703 Junction Boulevard, Raleigh, NC 27603-5263 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net
Y
Z
X
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Y
Z
X
5
4
3
2 G4
G1
1
G3
G2
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Y
X
2
8
GU Y
5
7
Y3
Y2 GU
GU
Y6
1
GUY1
GU Y
GUY4
GU
0
GU Y1
Y1 GU
1
Y GU
Y9 GU
GU Y1 2
3
4
Z
Solution: Envelope
Tower Engineering Profes...
Whisper 100/200 50-ft
REG
Nov 2, 2006 at 11:46 AM
061289
50-ft LC #1.r3d
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Footing
Page 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0144 .0144 .0223 .0223
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Page 2
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
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]
4 4
L L
X X
.032 .032
6 7
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 2 3 4 5
L L L L L
X X X X X
.001 .002 .002 .001 0
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
0 0 0 0 0 0 0
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
0 0 0 0 0 0 0
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0147 .0147 .0147 .0147
.0147 .0147 .0147 .0147
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
0 0 0 0
Page 3
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.003 0 .854 .055 .003 0 -.549 -2.105 0 -.134 0 -2.036
5 4 1 5 5 4 9 3 1 5 1 5
-.548 -.918 -.053 -.918 -.548 -.918 -.59 -2.932 5.035 2.684 .502 .323
5 1 5 1 5 1 9 3 3 6 1 5
-.516 -.854 0 0 .854 .516 0 0 0 0 0 0
5 1 2 6 1 5 4 5 5 1 9 5
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
5.035 2.684 4.931 2.606 4.164 2.015 4.059 1.937 2.996 1.097 2.892 1.018 .105 .067 .064 .041 -.276 -.443 -.276 -.443 -.026 -.443 -.026 -.443 -.276
3 6 3 6 3 6 3 6 3 6 3 6 1 5 1 5 5 1 5 1 5 1 5 1 5
.137 0 0 -.216 .179 0 0 -.175 .056 0 0 -.299 .762 0 .644 0 0 0 0 0 0 0 0 0 0
5 4 1 3 3 1 4 5 5 4 1 3 3 1 3 1 3 6 3 6 1 5 1 5 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .004 0 .004 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 4 5 4 1 1 1 1 4
1 1 3 1 3 1 5 4 5 4 3 1 3 1 1 1 1 5 6 3 2 5 5 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 0 .007 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 4 3 4 1 1 1 1 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.07 .045 0 0 0 0 0 .07
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 5 5 4 1 1 1 1 5
0 0 .596 0 .483 0 .462 0 .418 0 2.233 0 3.516 0 0 0 0 0 0 0 0 -.006 .015 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
Page 4
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.276 -.443 -.285 -.623 -.285 -.623 -.252 -.422 -.252 -.422 -.051 -.422 -.051 -.422 -.252 -.422 -.252 -.422 -.271 -.54 -.271 -.54 -.244 -.419 -.244 -.419 0 -.419 0 -.419 -.244 -.419 -.244 -.419 -.269 -2.518 -.269 -2.518
1 5 1 9 3 9 3 5 1 5 1 5 1 5 1 5 1 5 1 9 3 9 3 5 1 5 1 2 1 2 1 5 1 5 1 9 3 9 3
0 0 0 .006 0 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 5 2 5 2 3 6 3 6 3 9 3 9 5 9 5 9 1 6 1 6 5 9 5 9 4 5 4 5
-.004 0 -.004 0 0 0 0 .002 0 .002 0 0 0 0 0 0 -.002 0 -.002 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 4 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 4 5 4 5 1 1 1 1 5 4 5 4 1 1 1 1
5 6 3 5 6 6 5 3 6 6 3 5 2 2 5 3 6 6 3 3 9 6 3 6 1 6 3 2 1 2 1 6 1 6 3 6 5 5 1
-.007 0 -.007 0 0 0 0 .006 0 .006 0 0 0 0 0 0 -.006 0 -.006 0 0 0 0 .034 0 .034 0 0 0 0 0 0 -.034 0 -.034 0 0 0 0
3 4 3 1 1 1 1 5 4 5 4 1 1 1 1 4 5 4 5 1 1 1 1 5 4 5 4 1 1 1 1 4 5 4 5 1 1 1 1
0 0 -.045 0 0 0 0 0 -.062 .028 0 0 0 0 0 .062 0 0 -.028 0 0 0 0 .126 0 0 -.426 0 0 0 0 0 -.126 .426 0 0 0 0 0
4 4 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 4 4 5 1 1 1 1 4 3 5 4 1 1 1 1
0 0 0 .106 0 0 -.066 0 0 0 0 .006 0 .004 -.013 0 0 0 0 .07 0 0 -.029 0 0 0 0 0 0 0 0 0 0 0 0 0 -.174 .516 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.018 -.01 -.018 -.017 -.033 -.017 -.033 -.021 -.044 -.021 -.044
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.101 0 -.101 0 -.144 0 -.144 0 -2.831 0 -2.831
1 1 1 3 1 3 1 5 1 5 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 66.992 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
1 1 1 3 1 3 1 5 1 5 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 5
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:45 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.044 0 0 -.005 -.009 0 0 -.005 -.096 0 0 -.005 -.009 0 0 .078 -.008 0 0 -.013 -.025 0 0 -.013 -.116 0 0 -.013 -.025 0 0 .07 -.02 0 0 -.018 -.038 0 0 -.018 -1.409 0 0 -.018 -.038 0 0 1.341 -.028
6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5 1 1 6 3 1 1 5 1
0 -6.566 0 0 -.008 -.016 0 0 .038 -.013 0 0 -.008 -.016 0 0 -.008 -.067 0 0 -.011 -.021 0 0 .093 -.017 0 0 -.011 -.021 0 0 -.011 -.129 0 0 -.01 -.021 0 0 2.456 -.016 0 0 -.01 -.021 0 0 -.01 -2.494
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
0 0 0 0 0 -.101 0 0 0 0 0 0 .101 0 0 0 0 0 0 0 0 -.144 0 0 0 0 0 0 .144 0 0 0 0 0 0 0 0 -2.831 0 0 0 0 0 0 2.831 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.242e-3 -2.508e-6 4.553e-4 -2.297e-6 0 0 0 0 2.508e-6 -3.242e-3 2.297e-6 -4.553e-4 0 0 0 0 2.357e-3 -1.848e-6 1.046e-4 -5.697e-4 0 0 0 0 1.848e-6 -2.357e-3 5.697e-4 -1.046e-4 0 0 0 0 1.74e-3 -1.383e-6 0 -2.117e-2 0 0 0 0 1.383e-6 -1.74e-3 2.117e-2 0 0 0 0 0
1 1 3 4 5 4 1 1 1 1 4 3 4 5 1 1 1 1 3 4 2 5 1 1 1 1 4 3 5 2 1 1 1 1 3 4 1 5 1 1 1 1 4 3 5 1 1 1 1 1
NC 16.063 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 5061.42 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #1.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
NC NC NC NC NC 3470.88 NC NC NC NC NC NC 3470.88 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 6
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Footing
Page 7
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0052 .0052 .008 .008
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Page 8
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
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]
4 4
L L
X X
.0115 .0115
6 7
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 2 3 4 5
L L L L L
X X X X X
.002 .005 .005 .003 .001
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.05 -.101 -.101 -.1353 -.1353 -.1784 -.1784
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
.05 .0138 .0138 .0214 .0214 .0308 .0308
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0053 .0053 .0053 .0053
.0053 .0053 .0053 .0053
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
0 0 0 0
Page 9
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-.0085 -.0085 -.0085 -.0085
-.0085 -.0085 -.0085 -.0085
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0022 .0022 .0022 .0022
.0022 .0022 .0022 .0022
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.004 0 .854 .337 .004 0 -.556 -1.582 0 -.048 0 -1.143
5 4 1 5 5 4 6 3 1 5 7 5
-.559 -.918 -.308 -.918 -.559 -.918 -.599 -2.244 4.789 2.684 1.734 .323
5 1 5 1 5 1 6 3 8 6 8 5
-.525 -.854 0 0 .854 .525 0 0 0 0 0 0
5 1 3 7 1 5 6 3 3 8 2 5
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.789 2.684 4.557 2.606 3.748 2.015 3.643 1.937 2.565 1.097 2.46 1.018 .182 .067 .105 .041 -.278 -.443 -.278 -.443 -.189 -.443 -.189 -.443 -.278
8 6 8 6 3 6 3 6 3 6 3 6 8 6 8 6 5 1 5 1 5 1 5 1 5
.049 0 0 -.079 .066 0 0 -.062 .007 -.075 0 -.202 .687 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 9 3 1 3 3 1 3 1 8 6 8 6 2 9 2 9 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 8 2 3 1 3 1 1 1 8 5 6 8 2 9 9 2 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 0 .01 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.065 .034 0 0 0 0 0 .065
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .227 0 .161 0 .133 0 .028 -.069 2.061 0 3.327 0 0 0 0 0 0 0 .005 -.006 .002 -.004 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
Page 10
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.278 -.443 -.288 -.464 -.288 -.464 -.257 -.422 -.257 -.422 -.21 -.422 -.21 -.422 -.257 -.422 -.257 -.422 -.24 -.422 -.24 -.422 -.25 -.419 -.25 -.419 0 -.419 0 -.419 -.25 -.419 -.25 -.419 -.274 -2.009 -.274 -2.009
1 5 1 6 3 6 3 5 1 5 1 9 1 9 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 2 1 5 1 5 1 6 3 6 3
0 0 0 .005 0 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 8 6 5 6 5 6 3 6 3 6 1 2 1 2 3 6 3 6 3 7 3 7 5 6 5 6 8 2 8 2 5 6 5 6 1 5 1 5
-.003 0 -.003 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 8 5 7 6 5 3 6 6 3 1 2 2 1 3 6 6 3 3 7 6 3 6 8 6 3 9 1 2 8 6 8 6 3 7 5 5 1
-.01 0 -.01 0 0 0 0 .004 0 .004 0 0 0 0 0 0 -.004 0 -.004 0 0 0 0 .033 0 .033 0 0 0 0 0 0 -.033 0 -.033 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.034 0 0 0 0 0 -.071 .045 0 0 0 0 0 .071 0 0 -.045 0 0 0 0 .131 0 0 -.422 0 0 0 0 0 -.131 .422 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .099 0 0 -.051 0 0 0 0 0 -.005 .015 0 0 0 0 0 .08 0 0 -.054 0 0 0 0 .011 0 0 -.033 0 0 0 0 0 -.178 .507 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.017 -.01 -.017 -.017 -.03 -.017 -.03 -.021 -.039 -.021 -.039
1 1 6 8 6 8 6 3 6 3 6 3 6 3
0 0 0 -.036 0 -.036 .016 -.036 .016 -.036 0 -2.188 0 -2.188
1 1 1 3 1 3 3 9 3 9 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 81.811 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
1 1 1 3 1 3 3 9 3 9 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 11
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:52 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.039 0 0 -.005 -.009 0 0 -.006 -.04 0 0 -.005 -.009 0 0 .023 -.008 0 0 -.013 -.023 0 0 -.012 -.046 0 0 -.013 -.023 0 0 .004 -.033 0 0 -.018 -.034 0 0 -.021 -1.092 0 0 -.018 -.034 0 0 1.033 -.028
6 3 1 1 6 8 1 1 6 3 1 1 6 8 1 1 5 1 1 1 6 3 1 1 5 8 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 5 1 1 6 3 1 1 5 1
0 -5.763 0 0 -.008 -.015 0 0 .006 -.013 0 0 -.008 -.015 0 0 -.009 -.033 0 0 -.011 -.019 0 0 .012 -.031 0 0 -.011 -.019 0 0 -.007 -.046 0 0 -.01 -.019 0 0 1.896 -.016 0 0 -.01 -.019 0 0 -.014 -1.929
1 5 1 1 6 8 1 1 5 1 1 1 6 8 1 1 6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 8 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
0 0 0 0 0 -.036 0 0 0 0 0 0 .036 0 0 0 0 0 0 0 .016 -.036 0 0 0 0 0 0 .036 -.016 0 0 0 0 0 0 0 -2.188 0 0 0 0 0 0 2.188 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 9 1 1 1 1 1 1 9 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.598e-3 -1.284e-6 6.684e-6 -6.73e-5 0 0 0 0 1.284e-6 -3.598e-3 6.73e-5 -6.684e-6 0 0 0 0 2.618e-3 -1.044e-6 6.111e-4 -5.802e-5 0 0 0 0 1.044e-6 -2.618e-3 5.802e-5 -6.111e-4 0 0 0 0 1.934e-3 -8.571e-7 0 -2.024e-2 0 0 0 0 8.571e-7 -1.934e-3 2.024e-2 0 0 0 0 0
1 1 3 6 5 2 1 1 1 1 6 3 2 5 1 1 1 1 3 6 2 9 1 1 1 1 6 3 9 2 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.785 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #2.r3d]
1 5 1 1 6 8 1 1 5 1 1 1 6 8 1 1 6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 8 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 12
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 9 1 1 1 1 1 1 9 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Footing
Page 13
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0108 .0108 .0168 .0168
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Page 14
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
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]
4 4
L L
X X
.024 .024
6 7
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 2 3 4 5
L L L L L
X X X X X
.017 .035 .035 .023 .006
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.05 -.0143 -.0143 -.0192 -.0192 -.0253 -.0253
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
.05 .003 .003 .0046 .0046 .0066 .0066
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.011 .011 .011 .011
.011 .011 .011 .011
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
0 0 0 0
Page 15
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-.0022 -.0022 -.0022 -.0022
-.0022 -.0022 -.0022 -.0022
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0008 .0008 .0008 .0008
.0008 .0008 .0008 .0008
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.003 0 .854 .166 .003 0 -.598 -1.9 0 -.1 0 -1.685
5 4 1 5 5 4 6 3 1 5 1 5
-.553 -.918 -.153 -.918 -.553 -.918 -.649 -2.661 4.874 2.684 .708 .323
5 1 5 1 5 1 6 3 3 6 8 5
-.52 -.854 0 0 .854 .52 0 0 0 0 0 0
5 1 5 6 1 5 6 5 5 1 3 6
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.874 2.684 4.769 2.606 4 2.015 3.896 1.937 2.826 1.097 2.722 1.018 .151 .067 .105 .041 -.277 -.443 -.277 -.443 -.09 -.443 -.09 -.443 -.277
3 6 3 6 3 6 3 6 3 6 3 6 8 6 8 6 5 1 5 1 5 1 5 1 5
.102 0 0 -.162 .135 0 0 -.131 .006 -.005 0 -.261 .732 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 5 2 1 3 3 1 3 1 3 6 3 6 2 5 2 5 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .004 0 .004 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 5 9 3 1 3 1 1 1 1 5 6 3 2 9 5 4 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .008 0 .008 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.068 .041 0 0 0 0 0 .068
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .451 0 .356 0 .333 -.002 .259 -.008 2.165 0 3.442 0 0 0 0 0 0 0 .002 -.006 .009 -.001 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
Page 16
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.277 -.443 -.295 -.561 -.295 -.561 -.254 -.422 -.254 -.422 -.138 -.422 -.138 -.422 -.254 -.422 -.254 -.422 -.275 -.457 -.275 -.457 -.246 -.419 -.246 -.419 0 -.419 0 -.419 -.246 -.419 -.246 -.419 -.301 -2.318 -.301 -2.318
1 5 1 9 3 9 3 5 1 5 1 5 1 5 1 5 1 5 1 9 3 9 3 5 1 5 1 2 1 2 1 5 1 5 1 6 3 6 3
0 0 0 .006 0 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 5 2 5 2 3 6 3 6 3 7 3 7 5 6 5 6 8 2 8 2 5 6 5 6 1 5 1 5
-.004 0 -.004 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 3 5 7 6 5 3 6 6 3 5 9 2 5 3 6 6 3 3 7 7 3 6 1 6 3 9 1 2 8 6 1 6 3 7 5 5 1
-.008 0 -.008 0 0 0 0 .005 0 .005 0 0 0 0 0 0 -.005 0 -.005 0 0 0 0 .034 0 .034 0 0 0 0 0 0 -.034 0 -.034 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.041 0 0 0 0 0 -.066 .035 0 0 0 0 0 .066 0 0 -.035 0 0 0 0 .128 0 0 -.424 0 0 0 0 0 -.128 .424 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .103 0 0 -.06 0 0 0 0 .003 -.006 .008 -.004 0 0 0 0 .074 0 0 -.039 0 0 0 0 .012 0 0 -.032 0 0 0 0 0 -.176 .512 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.018 -.01 -.018 -.017 -.032 -.017 -.032 -.021 -.042 -.021 -.042
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.075 0 -.075 0 -.083 0 -.083 0 -2.578 0 -2.578
1 1 1 3 1 3 1 5 1 5 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 72.142 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
1 1 1 3 1 3 1 5 1 5 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 17
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 11:57 AM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.042 0 0 -.005 -.009 0 0 -.007 -.074 0 0 -.005 -.009 0 0 .057 -.008 0 0 -.013 -.025 0 0 -.017 -.076 0 0 -.013 -.025 0 0 .032 -.02 0 0 -.018 -.037 0 0 -.024 -1.284 0 0 -.018 -.037 0 0 1.22 -.028
6 3 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5 1 1 6 3 1 1 5 1
0 -6.25 0 0 -.008 -.015 0 0 .026 -.013 0 0 -.008 -.015 0 0 -.011 -.054 0 0 -.011 -.02 0 0 .046 -.017 0 0 -.011 -.02 0 0 -.015 -.082 0 0 -.01 -.02 0 0 2.236 -.016 0 0 -.01 -.02 0 0 -.014 -2.272
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
0 0 0 0 0 -.075 0 0 0 0 0 0 .075 0 0 0 0 0 0 0 0 -.083 0 0 0 0 0 0 .083 0 0 0 0 0 0 0 0 -2.578 0 0 0 0 0 0 2.578 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.381e-3 -1.542e-5 2.779e-4 -4.341e-5 0 0 0 0 1.542e-5 -3.381e-3 4.341e-5 -2.779e-4 0 0 0 0 2.459e-3 -1.261e-5 3.037e-4 -1.67e-4 0 0 0 0 1.261e-5 -2.459e-3 1.67e-4 -3.037e-4 0 0 0 0 1.815e-3 -1.041e-5 0 -2.08e-2 0 0 0 0 1.041e-5 -1.815e-3 2.08e-2 0 0 0 0 0
1 1 3 6 5 6 1 1 1 1 6 3 6 5 1 1 1 1 3 6 2 5 1 1 1 1 6 3 5 2 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.34 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #3.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 7 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 18
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Basic Load Cases 1 2 3 4 5
BLC Description
Category
Dead Wind Earthquake Ice Weight Wind on Iced Members
DL WL EL DL WL
X Gr... Y Grav...Z Grav... Joint
-1
Point
Distributed Area (... Surfac...
7 7 5 7 7
12 4 4 4
Load Combinations 1 2 3 4 5 6 7 8 9
Description
Solve
Comb 1 Comb 2 Comb 3 Comb 4 Comb 5 Comb 6 Comb 7 Comb 8 Comb 9
Yes Yes Yes Yes Yes Yes Yes Yes Yes
PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
Y Y Y Y Y Y Y Y Y
1 1 1 1 1 1 1 1 1
1.4 1.2 1.2 1.2 .9 .9 1.2 1.2 .9
2 2 3 2 3 4 4 4
.8 1.6 1 1.6 1 .2 1 1
5 5
1 1
General Material Properties 1 2 3 4 5 6 7 8
Label
E [ksi]
G [ksi]
Nu
Therm (\1E5 F)
Density[k/ft^3]
gen_Conc3NW gen_Conc4NW gen_Conc3LW gen_Conc4LW gen_Alum gen_Steel RIGID Guy E=26800
3155 3644 2085 2408 10600 29000 1e+7 26800
1372 1584 906 1047 4077 11154
.15 .15 .15 .15 .3 .3 0 .3
.6 .6 .6 .6 1.29 .65 0 1.17
.145 .145 .11 .11 .173 .49 0 0
11154
Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9
Label
X [ft]
Y [ft]
Z [ft]
Temp [F]
1 2 3 4 5 G1 G2 G3 G4
0 0 0 0 0 0 25 0 -25
0 15 30 45 50 0 0 0 0
0 0 0 0 0 -25 0 25 0
0 0 0 0 0 0 0 0 0
Detach From Diap...
Joint Boundary Conditions 1 2 3 4 5
Joint Label
X [k/in]
Y [k/in]
Z [k/in]
G1 G2 G3 G4 1
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
Reaction Reaction Reaction Reaction Reaction
RISA-3D Version 6.0.1.5
X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Footing
Page 19
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Label
I Joint
J Joint
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
1 2 3 4 G1 G2 G3 G4 G1 G2 G3 G4 G1 G2 G3 G4
2 3 4 5 2 2 2 2 3 3 3 3 4 4 4 4
K Joint
Rotate(... Section/Shape
PIPE_2.5 PIPE_2.5 PIPE_2.5 PIPE_2.5 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS 1/4" EHS
Type
Design List
Column Column Column Beam None None None None None None None None None None None None
Pipe Pipe
Material
Design Rules
A572 Gr.50 A572 Gr.50 Wide Flan... A572 Gr.50 Pipe A572 Gr.50 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800 None Guy E=26800
Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical Typical
Member Advanced Data Label
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I Release
J Release
I Offset[in]
J Offset[in]
1 2 3 4 GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T/C Only
Physical
Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only Tension Only
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
TOM
Inactive
Joint Loads and Enforced Displacements (BLC 1 : Dead) 1 2 3 4 5 6 7
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
-.046 -.0027 -.0027 -.0037 -.0037 -.0048 -.0048
Joint Loads and Enforced Displacements (BLC 2 : Wind) 1 2 3 4 5
Joint Label
L,D,M
Direction
Magnitude[k,k-ft in,rad k*s^2/ft]
5 2 2 3 3
L L L L L
X X X X X
.4 .0046 .0046 .0072 .0072
RISA-3D Version 6.0.1.5
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Page 20
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
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]
4 4
L L
X X
.0103 .0103
6 7
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 2 3 4 5
L L L L L
X X X X X
.017 .035 .035 .023 .006
1 2 3 4 5
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]
5 2 2 3 3 4 4
L L L L L L L
Y Y Y Y Y Y Y
0 0 0 0 0 0 0
1 2 3 4 5 6 7
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]
5 2 2 3 3 4 4
L L L L L L L
X X X X X X X
0 0 0 0 0 0 0
1 2 3 4 5 6 7
Member Distributed Loads (BLC 1 : Dead) 1 2 3 4 5 6 7 8 9 10 11 12
Member Label
Direction
GUY1 GUY2 GUY3 GUY4 GUY5 GUY6 GUY7 GUY8 GUY9 GUY10 GUY11 GUY12
T T T T T T T T T T T T
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
-27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91 -27.91
End Location[ft,%]
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Member Distributed Loads (BLC 2 : Wind) 1 2 3 4
Member Label
Direction
1 2 3 4
X X X X
RISA-3D Version 6.0.1.5
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
.0047 .0047 .0047 .0047
.0047 .0047 .0047 .0047
End Location[ft,%]
0 0 0 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
0 0 0 0
Page 21
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Member Distributed Loads (BLC 4 : Ice Weight) Member Label
Direction
1 2 3 4
Y Y Y Y
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Member Distributed Loads (BLC 5 : Wind on Iced Members) Member Label
Direction
1 2 3 4
X X X X
1 2 3 4
Start Magnitude[k/ft,deg] End Magnitud...Start Location[...
0 0 0 0
0 0 0 0
End Location[ft,%]
0 0 0 0
0 0 0 0
Envelope Joint Reactions Joint
1 2 3 4 5 6 7 8 9 10 11 12
G1
max min max min max min max min max min max min
G2 G3 G4 1 Totals:
X [k]
lc
Y [k]
lc
Z [k]
lc
MX [k-ft]
lc
MY [k-ft]
lc
MZ [k-ft]
lc
.004 0 .854 .355 .004 0 -.549 -1.549 0 -.042 0 -1.087
5 4 1 5 5 4 9 3 1 5 1 3
-.56 -.918 -.324 -.918 -.56 -.918 -.59 -2.201 4.598 2.684 .502 .323
5 1 5 1 5 1 9 3 3 6 1 5
-.525 -.854 0 0 .854 .525 0 0 0 0 0 0
5 1 5 6 1 5 6 5 5 1 4 6
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1
Envelope Member Section Forces 1 2 9 10 11 12 19 20 21 22 29 30 31 32 39 40 41 42 49 50 51 52 59 60 61
Member
Sec
1
1 5
2
1 5
3
1 5
4
1 5
GUY1
1 5
GUY2
1 5
GUY3
1
max min max min max min max min max min max min max min max min max min max min max min max min max
RISA-3D Version 6.0.1.5
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
4.598 2.684 4.494 2.606 3.722 2.015 3.618 1.937 2.538 1.097 2.434 1.018 .105 .067 .064 .041 -.279 -.443 -.279 -.443 -.2 -.443 -.2 -.443 -.279
3 6 3 6 3 6 3 6 3 6 3 6 1 6 1 6 5 1 5 1 5 1 5 1 5
.043 0 0 -.07 .059 0 0 -.055 0 -.083 0 -.196 .682 0 .644 0 0 0 0 0 0 0 0 0 0
5 6 1 3 3 1 6 5 1 3 1 3 3 1 3 1 3 6 3 6 2 9 2 9 3
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 5 1 1 1 1 1 1
1 1 3 1 3 1 5 6 1 2 3 1 3 1 1 1 1 5 6 3 2 6 9 2 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 0 .01 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.065 .034 0 0 0 0 0 .065
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 1 1 1 1 1 5
0 0 .204 0 .14 0 .112 -.002 0 -.082 2.05 0 3.315 0 0 0 0 0 0 0 .005 0 0 -.005 0
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
Page 22
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Envelope Member Section Forces (Continued) Member
62 69 70 71 GUY4 72 79 80 81 GUY5 82 89 90 91 GUY6 92 99 100 101 GUY7 102 109 110 111 GUY8 112 119 120 121 GUY9 122 129 130 131 GUY10 132 139 140 141 GUY11 142 149 150 151 GUY12 152 159 160
Sec
5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5
min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
Axial[k]
lc
y Shear[k]
lc
z Shear[k]
-.443 -.279 -.443 -.285 -.454 -.285 -.454 -.257 -.422 -.257 -.422 -.245 -.422 -.245 -.422 -.257 -.422 -.257 -.422 -.226 -.422 -.226 -.422 -.251 -.419 -.251 -.419 0 -.419 0 -.419 -.251 -.419 -.251 -.419 -.269 -1.978 -.269 -1.978
1 5 1 9 3 9 3 5 1 5 1 6 1 6 1 5 1 5 1 5 1 5 1 5 1 5 1 2 1 2 1 5 1 5 1 9 3 9 3
0 0 0 .005 0 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.013 0 -.013
6 3 6 5 6 5 6 3 6 3 6 1 2 1 2 3 6 3 6 3 9 3 9 5 6 5 6 4 2 4 2 5 6 5 6 1 5 1 5
-.003 0 -.003 0 0 0 0 .003 0 .003 0 0 0 0 0 0 -.003 0 -.003 0 0 0 0 0 -.011 0 -.011 0 0 0 0 .011 0 .011 0 0 0 0 0
lc Torque... lc y-y Momen... lc z-z Moment[k...
lc
5 1 5 1 1 1 1 3 1 3 1 1 1 1 1 1 3 1 3 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1
5 6 3 5 9 6 5 3 6 6 3 1 2 2 1 3 6 6 3 3 9 9 3 6 1 6 3 6 1 2 4 6 1 6 3 9 5 5 1
-.01 0 -.01 0 0 0 0 .004 0 .004 0 0 0 0 0 0 -.004 0 -.004 0 0 0 0 .033 0 .033 0 0 0 0 0 0 -.033 0 -.033 0 0 0 0
3 1 3 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1 5 1 5 1 1 1 1 1 1 5 1 5 1 1 1 1
0 0 -.034 0 0 0 0 0 -.071 .046 0 0 0 0 0 .071 0 0 -.046 0 0 0 0 .131 0 0 -.421 0 0 0 0 0 -.131 .421 0 0 0 0 0
1 1 5 1 1 1 1 1 3 3 1 1 1 1 1 3 1 1 3 1 1 1 1 3 1 1 5 1 1 1 1 1 3 5 1 1 1 1 1
0 0 0 .099 0 0 -.05 0 0 0 0 0 -.005 .016 0 0 0 0 0 .081 0 0 -.055 0 0 0 0 .001 0 0 -.004 0 0 0 0 0 -.179 .506 0
Envelope Member Section Deflections 1 2 9 10 11 12 19 20 21 22 29 30 31 32
Member
Sec
1
1 5
2
1 5
3
1 5
4
1
max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
0 0 -.01 -.017 -.01 -.017 -.017 -.03 -.017 -.03 -.021 -.039 -.021 -.039
1 1 6 3 6 3 6 3 6 3 6 3 6 3
0 0 0 -.032 0 -.032 .025 -.019 .025 -.019 0 -2.148 0 -2.148
1 1 1 3 1 3 3 6 3 6 1 5 1 5
0 0 0 0 0 0 0 0 0 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 1 1 1 1 1 1 1 1
NC NC NC NC NC NC NC NC NC NC NC 82.949 NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
1 1 1 3 1 3 3 6 3 6 1 5 1 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC Page 23
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Company : Tower Engineering Professionals, Inc. Designer : REG Job Number : 061289 Whisper 100/200 50-ft
Nov 2, 2006 12:15 PM Checked By:_____
Envelope Member Section Deflections (Continued) Member
39 40 41 42 49 50 51 52 59 60 61 62 69 70 71 72 79 80 81 82 89 90 91 92 99 100 101 102 109 110 111 112 119 120 121 122 129 130 131 132 139 140 141 142 149 150 151 152 159 160
Sec
5 GUY1
1 5
GUY2
1 5
GUY3
1 5
GUY4
1 5
GUY5
1 5
GUY6
1 5
GUY7
1 5
GUY8
1 5
GUY9
1 5
GUY10
1 5
GUY11
1 5
GUY12
1 5
max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min
RISA-3D Version 6.0.1.5
x [in]
lc
y [in]
lc
z [in]
-.021 -.039 0 0 -.005 -.009 0 0 -.005 -.036 0 0 -.005 -.009 0 0 .02 -.008 0 0 -.013 -.023 0 0 -.005 -.029 0 0 -.013 -.023 0 0 0 -.039 0 0 -.018 -.034 0 0 -.018 -1.073 0 0 -.018 -.034 0 0 1.014 -.028
6 3 1 1 6 3 1 1 9 3 1 1 6 3 1 1 5 1 1 1 6 3 1 1 5 4 1 1 6 3 1 1 6 3 1 1 6 3 1 1 9 5 1 1 6 3 1 1 5 1
0 -5.713 0 0 -.008 -.014 0 0 .004 -.013 0 0 -.008 -.014 0 0 -.008 -.031 0 0 -.011 -.019 0 0 .004 -.039 0 0 -.011 -.019 0 0 0 -.029 0 0 -.01 -.019 0 0 1.861 -.016 0 0 -.01 -.019 0 0 -.01 -1.894
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 3 1 1 6 3 1 1 5 4 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
0 0 0 0 0 -.032 0 0 0 0 0 0 .032 0 0 0 0 0 0 0 .025 -.019 0 0 0 0 0 0 .019 -.025 0 0 0 0 0 0 0 -2.148 0 0 0 0 0 0 2.148 0 0 0 0 0
lc x Rotate [r... lc (n) L/y Ratio lc (n) L/z Ratio lc
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 6 1 1 1 1 1 1 6 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
0 0 3.62e-3 -1.542e-5 0 -8.143e-5 0 0 0 0 1.542e-5 -3.62e-3 8.143e-5 0 0 0 0 0 2.633e-3 -1.261e-5 6.686e-4 -2.365e-5 0 0 0 0 1.261e-5 -2.633e-3 2.365e-5 -6.686e-4 0 0 0 0 1.945e-3 -1.041e-5 0 -2.018e-2 0 0 0 0 1.041e-5 -1.945e-3 2.018e-2 0 0 0 0 0
1 1 3 6 1 2 1 1 1 1 6 3 2 1 1 1 1 1 3 6 3 6 1 1 1 1 6 3 6 3 1 1 1 1 3 6 1 5 1 1 1 1 6 3 5 1 1 1 1 1
NC 16.832 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
[H:\2006\1289_Whisper\13&14_100_200-50\RISA 3D\50-ft LC #4.r3d]
1 5 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 3 1 1 6 3 1 1 6 3 1 1 6 3 1 1 5 4 1 1 6 3 1 1 5 1 1 1 6 3 1 1 9 5
NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC
Page 24
1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 3 6 1 1 1 1 1 1 6 3 1 1 1 1 1 1 1 5 1 1 1 1 1 1 5 1 1 1 1 1
