structural analysis for high performance services...
TRANSCRIPT
Prepared By: Reviewed By:
Zach Shepherd, EIProject Engineer I
C. Matthew Anspach, PEEngineering Manager
NC License No. 042556FDH Velocitel Engineering, PLLC P-1390
FDH Velocitel Engineering, PLLC6521 Meridien DriveRaleigh, NC, 27616
(919) 755-1012
August 31, 2016
Prepared pursuant to the ANSI/TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and 2012 North Carolina State Building Code
STR-RPT-10100 RG-1.3.4
Structural Analysis forHigh Performance Services LLC
235.0’ Guyed Tower (235.0’ AGL)
Site Name: ATA-Varnamtown (478-132)Site ID: 88682-A
Site Address: 2910 Fresh Oyster Lane, Brunswick, NC 28462
FDH Velocitel Engineering, PLLC Project Number 16PSPB1400 (R1)
Analysis ResultsTower Components 102.3% Sufficient
Foundation 66.7% Sufficient
1. Must meet TIA 2222. Need sealed 3rd party inspection reportfor the cell tower upgrade at the finalinspection.ART 10.5.2016
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 2
TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................................................................... 3
Conclusions........................................................................................................................................................3
Recommendations ..............................................................................................................................................3
APPURTENANCE LISTING .............................................................................................................................................. 4
RESULTS......................................................................................................................................................................... 5
GENERAL COMMENTS ................................................................................................................................................... 7
LIMITATIONS ................................................................................................................................................................... 7
APPENDIX ....................................................................................................................................................................... 8
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 3
EXECUTIVE SUMMARY
At the request of High Performance Services LLC , FDH Velocitel Engineering, PLLC performed a structural analysis of theexisting Guyed Tower located in Brunswick, NC to determine whether the tower is structurally adequate to support theantenna configuration in place per Table 1 pursuant to the ANSI/TIA-222-G Structural Standard for Antenna SupportingStructures and Antennas and 2012 North Carolina State Building Code. Information pertaining to the antenna loading,current tower geometry, member sizes, and below grade parameters was obtained from:
Source Document Type Reference Date
Tower Engineering Professionals Previous Structural Analysis Project No. 41577.20023 August 20, 2014GeoTechnologies, Inc. Geotechnical Report Project No. 1-06-0649-EA May 26, 2006FDH Engineering, Inc. Modification Drawings Project No. 146FV01400 October 31, 2014
High Performance Services LLC - - -
The basic design wind speed per the ANSI/TIA-222-G standard and 2012 NCSBC is 135 mph without ice and 30 mph with1/4” radial ice. Ice is considered to increase in thickness with height. Furthermore, this structure was analyzed as a Class IIstructure in Exposure Category C with a topographical factor 1 and Spectral Response Acceleration of Ss=0.361 andS1=0.113.
Note: Per Section 2.7.3 of the ANSI/TIA-222-G Standard, the seismic/earthquake loading effects can be ignored if thespectral response acceleration at short periods (SS) is less than or equal to 1.00. The tower’s location mandates a design SS
of less than 1.00, thus seismic loading was not considered as part of the analysis of this structure.
Conclusions
With the antenna configuration in place per Table 1 we have determined the tower stress level to be sufficient and thefoundation(s) to be sufficient pursuant to the requirements stipulated by ANSI/TIA-222-G Structural Standard for AntennaSupporting Structures and Antennas and 2012 North Carolina State Building Code. For a more detailed description of theanalysis of the tower, see the Results section of this report.
Our structural analysis has been performed assuming all information provided to FDH Velocitel Engineering, PLLC isaccurate (i.e., the structure member information, tower layout, existing antenna loading, and proposed antenna loading) andthat the tower has been properly erected and maintained per the original design drawings.
Recommendations
To ensure the requirements of the current analysis standards are met with the antenna configuration in place per Table 1,we have the following recommendations:
1. Feed lines to be installed as shown in Figure 1 in the Appendix.2. RRU/RRH Stipulation: The equipment may be installed in any arrangement as determined by the client.
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 4
APPURTENANCE LISTING
The antennas and equipment, with their corresponding feed lines, considered for this analysis are shown in Table 1. If theactual layout determined in the field deviates from the layout, FDH Velocitel Engineering, PLLC should be contacted toperform a revised analysis.
Table 1 - Appurtenance Loading
Existing Loading:
AntennaElevation (ft.)
Description Feed Lines CarrierMount
Elevation (ft.)Mount Type
235
(3) Kathrein 741-989(6) Decibel DB982G90T2E-M
(3) Commscope SBNHH-1D65C(2) Raycap DC6-48-60-18-8F
(3) Ericsson RRUS-11
(12) 1-5/8"(1) 3/8" RET
(1) 0.39” Fiber(4) 0.78" DC
AT&T 235(3) T-Frames
[Kenwood T1684KT12-4114]
215
(3) Antel BXA-70080-8CF-2(6) RFS FD9R6004/1C-3L
(6) Amphenol WBX045T19R000G(3) CSS X7C-FRO-640-V-02
(6) Ericsson RRUS-32(2) Raycap RRFDC-3315-PF-48
(12) 1-5/8"(2) 1-5/8” Hybrid
(9) 3/8" RETVerizon 215 (3) T-Frames
195
(3) Kathrein 741-989(3) Kathrein 800 10309 v01
(3) Ericsson RRUS-11(1) Raycap DC6-48-60-18-8F
(6) 1-5/8"(2) 1-1/4" DC(1) 3/8" RET(1) 3/4" Fiber
ATMC 195 (3) 10' T-Frames
Proposed Carrier Final Loading:
AntennaElevation (ft.)
Description Feed Lines CarrierMount
Elevation (ft.)Mount Type
235
(3) Commscope SBNHH-1D65C(3) Kathrein 741-989
(3) KMW EPBQ-652L8H8(2) Raycap DC6-48-60-18-8F
(3) Ericsson RRUS-11(3) Ericsson RRUS-32
(3) Ericsson RRUS-32 B66
(6) 1-5/8"(1) 3/8" RET
(2) 0.39” Fiber(4) 0.78" DC
AT&T 235(3) T-Frames
[Kenwood T1684KT12-4114]
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 5
RESULTS
The following material grades for individual members were used for analysis:
Table 2 - Material Grade
Member Type Material Grade
Legs 50 ksi (Assumed)Bracing 36 ksi (Assumed)
Table 3 and Table 4 display the summary of capacities for the analyzed structure and its additional components. Valuesgreater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to105% are considered acceptable (except foundation soil interaction, up to 110% is considered acceptable).
If the assumptions outlined in this report differ from actual field conditions, FDH Velocitel Engineering, PLLC should becontacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and swayrequirements for the appurtenances was provided, deflection and rotation were not taken into consideration whenperforming this analysis.
See the Appendix for detailed modeling information.
Table 3 - Structure Member Capacities
Section No. Elevation (ft.) Component Type Size % Capacity Pass / Fail
T1 235 - 220 Leg 1 3/4 44.8 PassT2 220 - 200 Leg 1 3/4 55.5 PassT3 200 - 180 Leg 1 3/4 69.8 PassT4 180 - 160 Leg 1 3/4 87.8 PassT5 160 - 140 Leg 1 3/4 102.3 PassT6 140 - 120 Leg 1 3/4 85.0 PassT7 120 - 100 Leg 2 82.4 PassT8 100 - 80 Leg 2 75.8 PassT9 80 - 60 Leg 2 77.9 PassT10 60 - 40 Leg 2 91.0 PassT11 40 - 20 Leg 2 1/4 67.9 PassT12 20 - 6.66667 Leg 2 1/4 63.7 PassT13 6.66667 - 0 Leg 2 1/4 44.7 PassT1 235 - 220 Diagonal 1 1/4 56.3 PassT2 220 - 200 Diagonal 1 1/4 50.7 PassT3 200 - 180 Diagonal 1 1/4 42.0 PassT4 180 - 160 Diagonal 1 1/4 35.7 PassT5 160 - 140 Diagonal 1 1/4 40.3 PassT6 140 - 120 Diagonal 1 1/4 21.3 PassT7 120 - 100 Diagonal 1 1/4 43.2 PassT8 100 - 80 Diagonal 1 1/4 36.5 PassT9 80 - 60 Diagonal 1 1/4 22.6 PassT10 60 - 40 Diagonal 1 1/4 36.0 PassT11 40 - 20 Diagonal 1 1/4 18.1 PassT12 20 - 6.66667 Diagonal 1 1/4 29.7 PassT1 235 - 220 Horizontal 1 26.6 PassT2 220 - 200 Horizontal 1 22.4 PassT3 200 - 180 Horizontal 1 20.8 PassT4 180 - 160 Horizontal 1 7.4 PassT5 160 - 140 Horizontal 1 17.7 PassT6 140 - 120 Horizontal 1 7.2 PassT7 120 - 100 Horizontal 1 19.4 PassT8 100 - 80 Horizontal 1 9.5 Pass
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 6
Section No. Elevation (ft.) Component Type Size % Capacity Pass / Fail
T9 80 - 60 Horizontal 1 9.8 PassT10 60 - 40 Horizontal 1 13.3 PassT11 40 - 20 Horizontal 1 11.8 PassT12 20 - 6.66667 Horizontal 1 11.1 PassT13 6.66667 - 0 Horizontal 9 x 3/8 3.5 PassT1 235 - 220 Top Girt 1 35.8 PassT2 220 - 200 Top Girt 1 12.1 PassT3 200 - 180 Top Girt 1 9.9 PassT4 180 - 160 Top Girt 1 3.1 PassT5 160 - 140 Top Girt 1 10.1 PassT6 140 - 120 Top Girt 1 0.5 PassT7 120 - 100 Top Girt 1 5.4 PassT8 100 - 80 Top Girt 1 4.1 PassT9 80 - 60 Top Girt 1 0.9 PassT10 60 - 40 Top Girt 1 4.6 PassT11 40 - 20 Top Girt 1 1.1 PassT12 20 - 6.66667 Top Girt 1 2.4 PassT13 6.66667 - 0 Top Girt 12x3/8 1.9 PassT1 235 - 220 Bottom Girt 1 10.7 PassT2 220 - 200 Bottom Girt 1 9.3 PassT3 200 - 180 Bottom Girt 1 0.7 PassT4 180 - 160 Bottom Girt 1 7.2 PassT5 160 - 140 Bottom Girt 1 3.2 PassT6 140 - 120 Bottom Girt 1 2.6 PassT7 120 - 100 Bottom Girt 1 6.7 PassT8 100 - 80 Bottom Girt 1 2.1 PassT9 80 - 60 Bottom Girt 1 2.4 PassT10 60 - 40 Bottom Girt 1 2.4 PassT11 40 - 20 Bottom Girt 1 1.3 PassT12 20 - 6.66667 Bottom Girt 1 41.6 PassT13 6.66667 - 0 Bottom Girt 12x3/8 8.0 PassT1 235 - 220 Guy [email protected] 7/8 91.9 PassT3 200 - 180 Guy [email protected] 3/4 90.2 PassT5 160 - 140 Guy [email protected] 5/8 92.8 PassT7 120 - 100 Guy [email protected] 5/8 90.0 PassT10 60 - 40 Guy [email protected] 1/2 87.0 PassT1 235 - 220 Guy [email protected] 7/8 91.9 PassT3 200 - 180 Guy [email protected] 3/4 90.2 PassT5 160 - 140 Guy [email protected] 5/8 92.8 PassT7 120 - 100 Guy [email protected] 5/8 90.0 PassT10 60 - 40 Guy [email protected] 1/2 87.0 PassT1 235 - 220 Guy [email protected] 7/8 91.9 PassT3 200 - 180 Guy [email protected] 3/4 90.1 PassT5 160 - 140 Guy [email protected] 5/8 92.6 PassT7 120 - 100 Guy [email protected] 5/8 89.9 PassT10 60 - 40 Guy [email protected] 1/2 87.0 PassT1 235 - 220 Top Guy [email protected] 3x3/8 26.6 PassT3 200 - 180 Top Guy [email protected] 3x3/8 20.8 PassT5 160 - 140 Top Guy [email protected] 3x3/8 17.7 PassT7 120 - 100 Top Guy [email protected] 3x3/8 19.4 PassT10 60 - 40 Top Guy [email protected] 3x3/8 13.3 Pass
Table 4 –Additional Structure Component Capacities
Elevation (ft.) Component % Capacity Pass / Fail Notes
0 Base Foundation (Soil Interaction) 66.7 Pass -0 Base Foundation (Structural) 40.6 Pass -0 Guy Foundation (Soil Interaction) 64.6 Pass -
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 7
GENERAL COMMENTS
This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of thetower and its foundation. It is the responsibility of High Performance Services LLC to verify that the tower modeled andanalyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modificationsto be made or the assumptions made in this analysis are not accurate, FDH Velocitel Engineering, PLLC should be notifiedimmediately to perform a revised analysis.
LIMITATIONS
All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon theevidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of newor additional/updated information. All services are provided exercising a level of care and diligence equivalent to thestandard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services areconfidential in nature and we will not release this report to any other party without the client’s consent. The use of thisengineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, ordistributed for any other purpose without the written consent of FDH Velocitel Engineering, PLLC.
Reviewed For Code Compliance
Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 8
APPENDIX
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Structural Analysis ReportHigh Performance Services LLC
Site ID: 88682-AAugust 31, 2016
STR-RPT-10100 9
Figure 1 –Feed Line Layout
Reviewed For Code Compliance
Tower Analysis
Velocitel, Inc., d.b.a. FDH Velocitel6521 Meridien Drive, Suite 107Raleigh, North Carolina 27616
Phone: 9197551012FAX: 9197551031
Job:88682-A_(478-132)_Varnamtown
Project: 16PSPB1400 (R1)Client: High Performance Services LLC Drawn by: ZShepherd App'd:
Code: TIA-222-G Date: 08/31/16 Scale: NTSPath:
\\fdh-server\Projects\2016 Effective - Client Jobs\HIGHPE_High Performance Services LLC\NC\88682-A - ATA-Varnamtown (478-132)\16PSPB1400-STAGOO_ATT\R.1\Analysis\ReportedTower\478-132 Varnamtown.eri
Dwg No. E-1
7/8E
HS
LC=292.64
ftIT
=10%
R=188.00 ft
3/4EH
SLC
=270.57ft
IT=8%
5/8EH
SLC
=243.06ft
IT=7%5/8 EHS
LC=214.33 ftIT=8%
1/2 EHS LC=194.31 ft IT=15%
235.0 ft
220.0 ft
226.0 ft226.0 ft226.0 ft
200.0 ft
180.0 ft
196.6 ft196.6 ft196.6 ft
160.0 ft
140.0 ft
156.6 ft156.6 ft156.6 ft
120.0 ft
100.0 ft
106.7 ft106.7 ft106.7 ft
80.0 ft
60.0 ft
40.0 ft
56.6 ft56.6 ft56.6 ft
20.0 ft
6.7 ft
0.0 ft
184 K (Axial)
3 kip-ft (Torque)
3 K102 K
85 K
133K
ALL REACTIONS ARE FACTORED
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PLANR=188.00 ft R=188.00 ft
R=188.00 ft
R=188.00 ft R=188.00 ft
R=188.00 ft
R=188.00 ft R=188.00 ft
R=188.00 ft
R=188.00 ft R=188.00 ft
R=188.00 ft
R=188.00 ft R=188.00 ft
R=188.00 ft
Beacon 235Lightning Rod 235SBNHH-1D65C w/ Mount Pipe 235SBNHH-1D65C w/ Mount Pipe 235SBNHH-1D65C w/ Mount Pipe 235741 989 w/Mount Pipe 235741 989 w/Mount Pipe 235741 989 w/Mount Pipe 235EPBQ-652L8H8 w/ Mount Pipe 235EPBQ-652L8H8 w/ Mount Pipe 235EPBQ-652L8H8 w/ Mount Pipe 235DC6-48-60-18-8F 235DC6-48-60-18-8F 235RRUS-11 235RRUS-11 235RRUS-11 235RRUS-32 235RRUS-32 235RRUS-32 235RRUS-32 B66 235RRUS-32 B66 235RRUS-32 B66 235(3) T-Frames [KenwoodT1684KT12-4114]
235BXA-70080-8CF-2 w/ Mount Pipe 215BXA-70080-8CF-2 w/ Mount Pipe 215BXA-70080-8CF-2 w/ Mount Pipe 215(2) FD9R6004/1C-3L Diplexer 215(2) FD9R6004/1C-3L Diplexer 215(2) FD9R6004/1C-3L Diplexer 215(2) WBX045T19R000G w/ Mount Pipe 215(2) WBX045T19R000G w/ Mount Pipe 215(2) WBX045T19R000G w/ Mount Pipe 215X7C-FRO-640-V-02 w/ Mount Pipe 215X7C-FRO-640-V-02 w/ Mount Pipe 215X7C-FRO-640-V-02 w/ Mount Pipe 215(2) RRUS-32 215(2) RRUS-32 215(2) RRUS-32 215RRFDC-3315-PF-48 215RRFDC-3315-PF-48 215(3) T-Frames 215741 989 w/Mount Pipe 195741 989 w/Mount Pipe 195741 989 w/Mount Pipe 195800 10309 v01 w/Mount Pipe 195800 10309 v01 w/Mount Pipe 195800 10309 v01 w/Mount Pipe 195RRUS-11 195RRUS-11 195RRUS-11 195DC6-48-60-18-8F 195Pipe Mount 195Pipe Mount 195Pipe Mount 195(3) 10' T-Frames 195Work Platform 160Sidemarker 117.5Sidemarker 117.5Sidemarker 117.5Work Platform 80DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATIONBeacon 235
Lightning Rod 235
SBNHH-1D65C w/ Mount Pipe 235
SBNHH-1D65C w/ Mount Pipe 235
SBNHH-1D65C w/ Mount Pipe 235
741 989 w/Mount Pipe 235
741 989 w/Mount Pipe 235
741 989 w/Mount Pipe 235
EPBQ-652L8H8 w/ Mount Pipe 235
EPBQ-652L8H8 w/ Mount Pipe 235
EPBQ-652L8H8 w/ Mount Pipe 235
DC6-48-60-18-8F 235
DC6-48-60-18-8F 235
RRUS-11 235
RRUS-11 235
RRUS-11 235
RRUS-32 235
RRUS-32 235
RRUS-32 235
RRUS-32 B66 235
RRUS-32 B66 235
RRUS-32 B66 235
(3) T-Frames [KenwoodT1684KT12-4114]
235
BXA-70080-8CF-2 w/ Mount Pipe 215
BXA-70080-8CF-2 w/ Mount Pipe 215
BXA-70080-8CF-2 w/ Mount Pipe 215
(2) FD9R6004/1C-3L Diplexer 215
(2) FD9R6004/1C-3L Diplexer 215
(2) FD9R6004/1C-3L Diplexer 215
(2) WBX045T19R000G w/ Mount Pipe 215
(2) WBX045T19R000G w/ Mount Pipe 215
(2) WBX045T19R000G w/ Mount Pipe 215
X7C-FRO-640-V-02 w/ Mount Pipe 215
X7C-FRO-640-V-02 w/ Mount Pipe 215
X7C-FRO-640-V-02 w/ Mount Pipe 215
(2) RRUS-32 215
(2) RRUS-32 215
(2) RRUS-32 215
RRFDC-3315-PF-48 215
RRFDC-3315-PF-48 215
(3) T-Frames 215
741 989 w/Mount Pipe 195
741 989 w/Mount Pipe 195
741 989 w/Mount Pipe 195
800 10309 v01 w/Mount Pipe 195
800 10309 v01 w/Mount Pipe 195
800 10309 v01 w/Mount Pipe 195
RRUS-11 195
RRUS-11 195
RRUS-11 195
DC6-48-60-18-8F 195
Pipe Mount 195
Pipe Mount 195
Pipe Mount 195
(3) 10' T-Frames 195
Work Platform 160
Sidemarker 117.5
Sidemarker 117.5
Sidemarker 117.5
Work Platform 80
SYMBOL LISTMARK MARKSIZE SIZE
A 4 @ 1.88889
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES1. Tower is located in Brunswick County, North Carolina.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 135 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to
increase in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.00 ft8. TOWER RATING: 102.3%
Reviewed For Code Compliance
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Page
1 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 235.00 ft above the ground line.The base of the tower is set at an elevation of 0.00 ft above the ground line.The face width of the tower is 3.67 ft at the top and tapered at the base.This tower is designed using the TIA-222-G standard.The following design criteria apply:
Tower is located in Brunswick County, North Carolina.Basic wind speed of 135 mph.Structure Class II.Exposure Category C.Topographic Category 1.Crest Height 0.00 ft.Nominal ice thickness of 0.2500 in.Ice thickness is considered to increase with height.Ice density of 56 pcf.A wind speed of 30 mph is used in combination with ice.Temperature drop of 50 °F.Deflections calculated using a wind speed of 60 mph.Pressures are calculated at each section.Safety factor used in guy design is 1.Stress ratio used in tower member design is 1.Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly RulesConsider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing ForcesConsider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEAUse Moment Magnification √ Use Clear Spans For Wind Area √ SR Leg Bolts Resist Compression
√ Use Code Stress Ratios √ Use Clear Spans For KL/r All Leg Panels Have Same Allowable√ Use Code Safety Factors - Guys √ Retension Guys To Initial Tension Offset Girt At Foundation
Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients √ Include Angle Block Shear CheckUse Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption
√ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Use TIA-222-G Tension Splice ExemptionLeg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles
√ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion InteractionUse Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow
√ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted SocketsSR Members Are Concentric
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Page
2 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Leg B
Guy B
Leg C
Guy C
Leg A
Guy
A
Face
AFace
B
Face C
Corner & Starmount Guyed Tower
Wind 0
Wind 90
Wind 180
Z
X
Tower Section Geometry
TowerSection
TowerElevation
ft
AssemblyDatabase
Description SectionWidth
ft
Numberof
Sections
SectionLength
ftT1 235.00-220.00 3.67 1 15.00T2 220.00-200.00 3.67 1 20.00T3 200.00-180.00 3.67 1 20.00T4 180.00-160.00 3.67 1 20.00T5 160.00-140.00 3.67 1 20.00T6 140.00-120.00 3.67 1 20.00T7 120.00-100.00 3.67 1 20.00T8 100.00-80.00 3.67 1 20.00T9 80.00-60.00 3.67 1 20.00
T10 60.00-40.00 3.67 1 20.00T11 40.00-20.00 3.67 1 20.00T12 20.00-6.67 3.67 1 13.33T13 6.67-0.00 3.67 1 6.67
Tower Section Geometry (cont’d)
Reviewed For Code Compliance
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Page
3 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerSection
TowerElevation
ft
DiagonalSpacing
ft
BracingType
HasK Brace
EndPanels
HasHorizontals
Top GirtOffset
in
Bottom GirtOffset
inT1 235.00-220.00 2.97 K Brace Left No Yes 1.0000 1.0000T2 220.00-200.00 3.31 K Brace Left No Yes 1.0000 1.0000T3 200.00-180.00 3.31 K Brace Left No Yes 1.0000 1.0000T4 180.00-160.00 3.31 K Brace Left No Yes 1.0000 1.0000T5 160.00-140.00 3.31 K Brace Left No Yes 1.0000 1.0000T6 140.00-120.00 3.31 K Brace Left No Yes 1.0000 1.0000T7 120.00-100.00 3.31 K Brace Left No Yes 1.0000 1.0000T8 100.00-80.00 3.31 K Brace Left No Yes 1.0000 1.0000T9 80.00-60.00 3.31 K Brace Left No Yes 1.0000 1.0000T10 60.00-40.00 3.31 K Brace Left No Yes 1.0000 1.0000T11 40.00-20.00 3.31 K Brace Left No Yes 1.0000 1.0000T12 20.00-6.67 3.31 K Brace Left No Yes 1.0000 0.0000T13 6.67-0.00 1.89 X Brace No Yes 6.0000 6.0000
Tower Section Geometry (cont’d)
TowerElevation
ft
LegType
LegSize
LegGrade
DiagonalType
DiagonalSize
DiagonalGrade
T1 235.00-220.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T2 220.00-200.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T3 200.00-180.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T4 180.00-160.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T5 160.00-140.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T6 140.00-120.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T7 120.00-100.00 Solid Round 2 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T8 100.00-80.00 Solid Round 2 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T9 80.00-60.00 Solid Round 2 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T10 60.00-40.00 Solid Round 2 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T11 40.00-20.00 Solid Round 2 1/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T12 20.00-6.67 Solid Round 2 1/4 A572-50(50 ksi)
Solid Round 1 1/4 A36(36 ksi)
T13 6.67-0.00 Solid Round 2 1/4 A572-50(50 ksi)
Solid Round A36(36 ksi)
Tower Section Geometry (cont’d)
TowerElevation
ft
Top GirtType
Top GirtSize
Top GirtGrade
Bottom GirtType
Bottom GirtSize
Bottom GirtGrade
T1 235.00-220.00 Solid Round 1 A36 Solid Round 1 A36
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
4 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerElevation
ft
Top GirtType
Top GirtSize
Top GirtGrade
Bottom GirtType
Bottom GirtSize
Bottom GirtGrade
(36 ksi) (36 ksi)T2 220.00-200.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T3 200.00-180.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T4 180.00-160.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T5 160.00-140.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T6 140.00-120.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T7 120.00-100.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T8 100.00-80.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T9 80.00-60.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T10 60.00-40.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T11 40.00-20.00 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T12 20.00-6.67 Solid Round 1 A36
(36 ksi)Solid Round 1 A36
(36 ksi)T13 6.67-0.00 Flat Bar 12x3/8 A36
(36 ksi)Flat Bar 12x3/8 A36
(36 ksi)
Tower Section Geometry (cont’d)
TowerElevation
ft
No.of
MidGirts
Mid GirtType
Mid GirtSize
Mid GirtGrade
HorizontalType
HorizontalSize
HorizontalGrade
T1 235.00-220.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T2 220.00-200.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T3 200.00-180.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T4 180.00-160.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T5 160.00-140.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T6 140.00-120.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T7 120.00-100.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T8 100.00-80.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T9 80.00-60.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T10 60.00-40.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T11 40.00-20.00 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
T12 20.00-6.67 None Flat Bar A36(36 ksi)
Solid Round 1 A36(36 ksi)
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
5 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerElevation
ft
No.of
MidGirts
Mid GirtType
Mid GirtSize
Mid GirtGrade
HorizontalType
HorizontalSize
HorizontalGrade
T13 6.67-0.00 None Flat Bar A36(36 ksi)
Flat Bar 9 x 3/8 A36(36 ksi)
Tower Section Geometry (cont’d)
TowerElevation
ft
GussetArea
(per face)
ft2
GussetThickness
in
Gusset Grade Adjust. FactorAf
Adjust.Factor
Ar
Weight Mult. Double AngleStitch BoltSpacing
Diagonalsin
Double AngleStitch BoltSpacing
Horizontalsin
Double AngleStitch BoltSpacing
Redundantsin
T1235.00-220.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T2220.00-200.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T3200.00-180.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T4180.00-160.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T5160.00-140.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T6140.00-120.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T7120.00-100.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T8100.00-80.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T9 80.00-60.00 0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T1060.00-40.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T1140.00-20.00
0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T12 20.00-6.67 0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
T13 6.67-0.00 0.00 0.0000 A36(36 ksi)
1 1 1 36.0000 36.0000 36.0000
Tower Section Geometry (cont’d)
K Factors1
TowerElevation
ft
CalcK
SingleAngles
CalcK
SolidRounds
Legs XBraceDiags
XY
KBraceDiags
XY
SingleDiags
XY
Girts
XY
Horiz.
XY
Sec.Horiz.
XY
InnerBrace
XY
T1235.00-220.00
Yes Yes 1 11
11
11
11
11
11
11
T2220.00-200.00
Yes Yes 1 11
11
11
11
11
11
11
T3200.00-180.00
Yes Yes 1 11
11
11
11
11
11
11
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
6 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
K Factors1
TowerElevation
ft
CalcK
SingleAngles
CalcK
SolidRounds
Legs XBraceDiags
XY
KBraceDiags
XY
SingleDiags
XY
Girts
XY
Horiz.
XY
Sec.Horiz.
XY
InnerBrace
XY
T4180.00-160.00
Yes Yes 1 11
11
11
11
11
11
11
T5160.00-140.00
Yes Yes 1 11
11
11
11
11
11
11
T6140.00-120.00
Yes Yes 1 11
11
11
11
11
11
11
T7120.00-100.00
Yes Yes 1 11
11
11
11
11
11
11
T8100.00-80.00
Yes Yes 1 11
11
11
11
11
11
11
T980.00-60.00
Yes Yes 1 11
11
11
11
11
11
11
T1060.00-40.00
Yes Yes 1 11
11
11
11
11
11
11
T1140.00-20.00
Yes Yes 1 11
11
11
11
11
11
11
T1220.00-6.67
Yes Yes 1 11
11
11
11
11
11
11
T13 6.67-0.00 Yes Yes 1 11
11
11
11
11
11
11
1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied tothe overall length.
Tower Section Geometry (cont’d)
TowerElevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net WidthDeduct
in
U Net WidthDeduct
in
U Net WidthDeduct
in
U NetWidthDeduct
in
U NetWidth
Deductin
U NetWidth
Deductin
U NetWidthDeduct
in
U
T1235.00-220.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T2220.00-200.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T3200.00-180.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T4180.00-160.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T5160.00-140.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T6140.00-120.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T7120.00-100.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T8100.00-80.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T9 80.00-60.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75T10
60.00-40.000.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T1140.00-20.00
0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
T12 20.00-6.67 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
7 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerElevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net WidthDeduct
in
U Net WidthDeduct
in
U Net WidthDeduct
in
U NetWidthDeduct
in
U NetWidth
Deductin
U NetWidth
Deductin
U NetWidthDeduct
in
U
T13 6.67-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75
Tower Section Geometry (cont’d)
TowerElevation
ft
LegConnection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Sizein
No. Bolt Sizein
No. Bolt Sizein
No. Bolt Sizein
No. Bolt Sizein
No. Bolt Sizein
No. Bolt Sizein
No.
T1235.00-220.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T2220.00-200.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T3200.00-180.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T4180.00-160.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T5160.00-140.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T6140.00-120.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T7120.00-100.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T8100.00-80.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T9 80.00-60.00 Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T1060.00-40.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T1140.00-20.00
Flange 0.7500A325N
3 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T12 20.00-6.67 Flange 0.0000A325N
0 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
T13 6.67-0.00 Flange 0.0000A325N
0 0.0000A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.0000A325N
0 0.0000A325N
0
Guy Data
GuyElevation
ft
GuyGrade
GuySize
InitialTension
K
% GuyModulus
ksi
GuyWeight
plf
Lu
ft
AnchorRadius
ft
AnchorAzimuth
Adj.°
AnchorElevation
ft
EndFitting
Efficiency%
226.017 EHS ABC
7/87/87/8
7.977.977.97
10%10%10%
190001900019000
1.5811.5811.581
292.38292.38292.38
188.00188.00188.00
0.00000.00000.0000
0.000.000.00
100%100%100%
196.611 EHS ABC
3/43/43/4
4.664.664.66
8%8%8%
190001900019000
1.1551.1551.155
270.39270.39270.39
188.00188.00188.00
0.00000.00000.0000
0.000.000.00
100%100%100%
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
8 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
156.611 EHS ABC
5/85/85/8
2.972.972.97
7%7%7%
210002100021000
0.8130.8130.813
242.94242.94242.94
188.00188.00188.00
0.00000.00000.0000
0.000.000.00
100%100%100%
106.694 EHS ABC
5/85/85/8
3.393.393.39
8%8%8%
210002100021000
0.8130.8130.813
214.19214.19214.19
188.00188.00188.00
0.00000.00000.0000
0.000.000.00
100%100%100%
56.6111 EHS ABC
1/21/21/2
4.044.044.04
15%15%15%
210002100021000
0.5170.5170.517
194.07194.07194.07
188.00188.00188.00
0.00000.00000.0000
0.000.000.00
100%100%100%
Guy Data(cont’d)
GuyElevation
ft
MountType
Torque-ArmSpread
ft
Torque-ArmLeg Angle
°
Torque-ArmStyle
Torque-ArmGrade
Torque-ArmType
Torque-Arm Size
226.017 Corner196.611 Corner156.611 Corner106.694 Corner56.6111 Corner
Guy Data (cont’d)
GuyElevation
ft
DiagonalGrade
DiagonalType
Upper DiagonalSize
Lower DiagonalSize
IsStrap.
Pull-OffGrade
Pull-Off Type Pull-Off Size
226.02 A572-50(50 ksi)
Solid Round Yes A36(36 ksi)
Flat Bar 3x3/8
196.61 A572-50(50 ksi)
Solid Round Yes A36(36 ksi)
Flat Bar 3x3/8
156.61 A572-50(50 ksi)
Solid Round Yes A36(36 ksi)
Flat Bar 3x3/8
106.69 A572-50(50 ksi)
Solid Round Yes A36(36 ksi)
Flat Bar 3x3/8
56.61 A572-50(50 ksi)
Solid Round Yes A36(36 ksi)
Flat Bar 3x3/8
Guy Data (cont’d)
GuyElevation
ft
CableWeight
AK
CableWeight
BK
CableWeight
CK
CableWeight
DK
TowerIntercept
Aft
TowerIntercept
Bft
TowerIntercept
Cft
TowerIntercept
Dft
226.017 0.46 0.46 0.46 8.305.0 sec/pulse
8.305.0 sec/pulse
8.305.0 sec/pulse
196.611 0.31 0.31 0.31 8.855.1 sec/pulse
8.855.1 sec/pulse
8.855.1 sec/pulse
156.611 0.20 0.20 0.20 7.924.9 sec/pulse
7.924.9 sec/pulse
7.924.9 sec/pulse
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
9 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
GuyElevation
ft
CableWeight
AK
CableWeight
BK
CableWeight
CK
CableWeight
DK
TowerIntercept
Aft
TowerIntercept
Bft
TowerIntercept
Cft
TowerIntercept
Dft
106.694 0.17 0.17 0.17 5.434.0 sec/pulse
5.434.0 sec/pulse
5.434.0 sec/pulse
56.6111 0.10 0.10 0.10 2.412.7 sec/pulse
2.412.7 sec/pulse
2.412.7 sec/pulse
Guy Data (cont’d)
Torque Arm Pull Off DiagonalGuy
Elevationft
CalcK
SingleAngles
CalcK
SolidRounds
Kx Ky Kx Ky Kx Ky
226.017 No No 1 1 1 1196.611 No No 1 1 1 1156.611 No No 1 1 1 1106.694 No No 1 1 1 156.6111 No No 1 1 1 1
Guy Data (cont’d)
Torque-Arm Pull Off DiagonalGuy
Elevationft
Bolt Sizein
Number Net WidthDeduct
in
U Bolt Sizein
Number Net WidthDeduct
in
U Bolt Sizein
Number Net WidthDeduct
in
U
226.017 0.0000A325N
0 0.0000 1 0.6250A325N
0 0.0000 0.75 0.6250A325N
0 0.0000 0.75
196.611 0.0000A325N
0 0.0000 1 0.6250A325N
0 0.0000 0.75 0.6250A325N
0 0.0000 0.75
156.611 0.0000A325N
0 0.0000 1 0.6250A325N
0 0.0000 0.75 0.6250A325N
0 0.0000 0.75
106.694 0.0000A325N
0 0.0000 1 0.6250A325N
0 0.0000 0.75 0.6250A325N
0 0.0000 0.75
56.6111 0.0000A325N
0 0.0000 1 0.6250A325N
0 0.0000 0.75 0.6250A325N
0 0.0000 0.75
Guy Pressures
GuyElevation
ft
GuyLocation
z
ft
qz
psf
qz
Icepsf
IceThickness
in226.017 A
BC
113.01113.01113.01
525252
333
0.56550.56550.5655
196.611 ABC
98.3198.3198.31
505050
222
0.55770.55770.5577
156.611 ABC
78.3178.3178.31
484848
222
0.54510.54510.5451
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
10 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
GuyElevation
ft
GuyLocation
z
ft
qz
psf
qz
Icepsf
IceThickness
in106.694 A
BC
53.3553.3553.35
444444
222
0.52460.52460.5246
56.6111 ABC
28.3128.3128.31
383838
222
0.49240.49240.4924
Guy-Mast Forces (Excluding Wind) - No Ice
GuyElevation
ft
GuyLocation
ChordAngle
°
Guy TensionTop
BottomK
Fx
K
Fy
K
Fz
K
Mx
kip-ft
My
kip-ft
Mz
kip-ft226.017 A 50.5654 8.33
7.970.00 6.52 -5.17 -13.82 0.00 0.00
B 50.5654 8.337.97
4.48 6.52 2.59 6.91 0.00 -11.97
C 50.5654 8.337.97
-4.48 6.52 2.59 6.91 -0.00 11.97
Sum: 0.00 19.57 0.00 0.00 0.00 0.00196.611 A 46.6069 4.89
4.660.00 3.63 -3.28 -7.69 0.00 0.00
B 46.6069 4.894.66
2.84 3.63 1.64 3.84 0.00 -6.66
C 46.6069 4.894.66
-2.84 3.63 1.64 3.84 -0.00 6.66
Sum: 0.00 10.88 0.00 0.00 0.00 0.00156.611 A 40.1153 3.10
2.970.00 2.05 -2.32 -4.35 0.00 0.00
B 40.1153 3.102.97
2.01 2.05 1.16 2.17 0.00 -3.77
C 40.1153 3.102.97
-2.01 2.05 1.16 2.17 -0.00 3.77
Sum: 0.00 6.16 0.00 0.00 0.00 0.00106.694 A 29.8555 3.48
3.390.00 1.80 -2.98 -3.81 0.00 0.00
B 29.8555 3.483.39
2.58 1.80 1.49 1.90 0.00 -3.30
C 29.8555 3.483.39
-2.58 1.80 1.49 1.90 -0.00 3.30
Sum: 0.00 5.39 0.00 0.00 0.00 0.0056.6111 A 16.9384 4.06
4.040.00 1.23 -3.87 -2.61 0.00 0.00
B 16.9384 4.064.04
3.35 1.23 1.94 1.30 0.00 -2.26
C 16.9384 4.064.04
-3.35 1.23 1.94 1.30 -0.00 2.26
Sum: 0.00 3.69 0.00 0.00 0.00 0.00
Guy-Mast Forces (Excluding Wind) - Ice
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
11 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
GuyElevation
ft
GuyLocation
ChordAngle
°
Guy TensionTop
BottomK
Fx
K
Fy
K
Fz
K
Mx
kip-ft
My
kip-ft
Mz
kip-ft226.017 A 50.5654 11.47
10.890.00 9.01 -7.10 -19.10 0.00 0.00
B 50.5654 11.4710.89
6.15 9.01 3.55 9.55 0.00 -16.54
C 50.5654 11.4710.89
-6.15 9.01 3.55 9.55 -0.00 16.54
Sum: 0.00 27.04 0.00 0.00 0.00 0.00196.611 A 46.6069 7.29
6.890.00 5.43 -4.87 -11.50 0.00 0.00
B 46.6069 7.296.89
4.21 5.43 2.43 5.75 0.00 -9.96
C 46.6069 7.296.89
-4.21 5.43 2.43 5.75 -0.00 9.96
Sum: 0.00 16.28 0.00 0.00 0.00 0.00156.611 A 40.1153 5.01
4.760.00 3.34 -3.73 -7.08 0.00 0.00
B 40.1153 5.014.76
3.23 3.34 1.87 3.54 0.00 -6.13
C 40.1153 5.014.76
-3.23 3.34 1.87 3.54 -0.00 6.13
Sum: 0.00 10.02 0.00 0.00 0.00 0.00106.694 A 29.8555 5.34
5.170.00 2.78 -4.56 -5.90 0.00 0.00
B 29.8555 5.345.17
3.95 2.78 2.28 2.95 0.00 -5.11
C 29.8555 5.345.17
-3.95 2.78 2.28 2.95 -0.00 5.11
Sum: 0.00 8.35 0.00 0.00 0.00 0.0056.6111 A 16.9384 5.24
5.180.00 1.62 -4.98 -3.44 0.00 0.00
B 16.9384 5.245.18
4.31 1.62 2.49 1.72 0.00 -2.98
C 16.9384 5.245.18
-4.31 1.62 2.49 1.72 -0.00 2.98
Sum: 0.00 4.87 0.00 0.00 0.00 0.00
Guy-Mast Forces (Excluding Wind) - Service
GuyElevation
ft
GuyLocation
ChordAngle
°
Guy TensionTop
BottomK
Fx
K
Fy
K
Fz
K
Mx
kip-ft
My
kip-ft
Mz
kip-ft226.017 A 50.5654 8.33
7.970.00 6.52 -5.17 -13.82 0.00 0.00
B 50.5654 8.337.97
4.48 6.52 2.59 6.91 0.00 -11.97
C 50.5654 8.337.97
-4.48 6.52 2.59 6.91 -0.00 11.97
Sum: 0.00 19.57 0.00 0.00 0.00 0.00196.611 A 46.6069 4.89
4.660.00 3.63 -3.28 -7.69 0.00 0.00
B 46.6069 4.894.66
2.84 3.63 1.64 3.84 0.00 -6.66
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
12 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
GuyElevation
ft
GuyLocation
ChordAngle
°
Guy TensionTop
BottomK
Fx
K
Fy
K
Fz
K
Mx
kip-ft
My
kip-ft
Mz
kip-ftC 46.6069 4.89
4.66-2.84 3.63 1.64 3.84 -0.00 6.66
Sum: 0.00 10.88 0.00 0.00 0.00 0.00156.611 A 40.1153 3.10
2.970.00 2.05 -2.32 -4.35 0.00 0.00
B 40.1153 3.102.97
2.01 2.05 1.16 2.17 0.00 -3.77
C 40.1153 3.102.97
-2.01 2.05 1.16 2.17 -0.00 3.77
Sum: 0.00 6.16 0.00 0.00 0.00 0.00106.694 A 29.8555 3.48
3.390.00 1.80 -2.98 -3.81 0.00 0.00
B 29.8555 3.483.39
2.58 1.80 1.49 1.90 0.00 -3.30
C 29.8555 3.483.39
-2.58 1.80 1.49 1.90 -0.00 3.30
Sum: 0.00 5.39 0.00 0.00 0.00 0.0056.6111 A 16.9384 4.06
4.040.00 1.23 -3.87 -2.61 0.00 0.00
B 16.9384 4.064.04
3.35 1.23 1.94 1.30 0.00 -2.26
C 16.9384 4.064.04
-3.35 1.23 1.94 1.30 -0.00 2.26
Sum: 0.00 3.69 0.00 0.00 0.00 0.00
Guy-Tensioning Information
Temperature At Time Of Tensioning
0 F 20 F 40 F 60 F 80 F 100 F 120 F
GuyElevation
ft
H
ft
V
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
InitialTension
K
Intercept
ft
226.017 ABC
185.88185.88185.88
226.02226.02226.02
9.2279.2279.227
7.197.197.19
8.8038.8038.803
7.537.537.53
8.3848.3848.384
7.907.907.90
7.9707.9707.970
8.308.308.30
7.5637.5637.563
8.748.748.74
7.1647.1647.164
9.229.229.22
6.7736.7736.773
9.749.749.74
196.611 ABC
185.88185.88185.88
196.61196.61196.61
5.6715.6715.671
7.307.307.30
5.3265.3265.326
7.777.777.77
4.9904.9904.990
8.288.288.28
4.6644.6644.664
8.858.858.85
4.3504.3504.350
9.479.479.47
4.0504.0504.050
10.1510.1510.15
3.7663.7663.766
10.9010.9010.90
156.611 ABC
185.88185.88185.88
156.61156.61156.61
3.8873.8873.887
6.076.076.07
3.5663.5663.566
6.616.616.61
3.2593.2593.259
7.237.237.23
2.9682.9682.968
7.927.927.92
2.6972.6972.697
8.708.708.70
2.4392.4392.439
9.609.609.60
2.2182.2182.218
10.5310.5310.53
106.694 ABC
185.88185.88185.88
106.69106.69106.69
4.6594.6594.659
3.973.973.97
4.2214.2214.221
4.384.384.38
3.7973.7973.797
4.864.864.86
3.3923.3923.392
5.435.435.43
3.0133.0133.013
6.116.116.11
2.6662.6662.666
6.896.896.89
2.3582.3582.358
7.787.787.78
56.6111 ABC
185.88185.88185.88
56.6156.6156.61
5.1315.1315.131
1.891.891.89
4.7634.7634.763
2.042.042.04
4.3984.3984.398
2.212.212.21
4.0354.0354.035
2.412.412.41
3.6763.6763.676
2.642.642.64
3.3213.3213.321
2.922.922.92
2.9742.9742.974
3.263.263.26
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Faceor
Leg
AllowShield
ComponentType
Placement
ft
FaceOffset
in
LateralOffset
(Frac FW)
# #Per
Row
ClearSpacing
in
Width orDiameter
in
Perimeter
in
Weight
plfSafety Line B No Ar (CaAa) 235.00 - 0.00 0.0000 -0.25 1 1 0.3750 0.3750 0.22
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
13 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Description Faceor
Leg
AllowShield
ComponentType
Placement
ft
FaceOffset
in
LateralOffset
(Frac FW)
# #Per
Row
ClearSpacing
in
Width orDiameter
in
Perimeter
in
Weight
plf3/8******
LDF7-50A(1-5/8'')
A No Ar (CaAa) 235.00 - 8.00 0.0000 -0.2 6 6 0.5000 1.9800 0.82
LDF2-50A(3/8'')
A No Ar (CaAa) 235.00 - 8.00 0.0000 0.4 3 3 0.4400 0.4400 0.08
0.78'' A No Ar (CaAa) 235.00 - 8.00 0.0000 -0.4 4 2 0.5000 1.0900 0.33***
LDF7-50A(1-5/8'')
B No Ar (CaAa) 195.00 - 8.00 0.0000 0.05 6 3 0.5000 1.9800 0.82
LDF6-50A(1-1/4'')
B No Ar (CaAa) 195.00 - 8.00 0.0000 0.17 2 1 0.5000 1.5500 0.66
LDF2-50A(3/8'')
B No Ar (CaAa) 195.00 - 8.00 0.0000 0.24 1 1 0.4400 0.4400 0.08
3/4'' B No Ar (CaAa) 195.00 - 8.00 0.0000 0.21 1 1 0.5000 0.9950 0.47***
LDF7-50A(1-5/8'')
C No Ar (CaAa) 215.00 - 8.00 0.0000 0.2 14 7 0.7500 1.9800 0.82
LDF2-50A(3/8'')
C No Ar (CaAa) 215.00 - 8.00 0.0000 -0.05 9 3 0.4400 0.4400 0.08
Feed Line/Linear Appurtenances Section Areas
TowerSection
TowerElevation
ft
Face AR
ft2
AF
ft2
CAAA
In Faceft2
CAAA
Out Faceft2
Weight
KT1 235.00-220.00 A
BC
0.0000.0000.000
0.0000.0000.000
26.3400.5630.000
0.0000.0000.000
0.100.000.00
T2 220.00-200.00 ABC
0.0000.0000.000
0.0000.0000.000
35.1200.750
47.520
0.0000.0000.000
0.130.000.18
T3 200.00-180.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12025.37263.360
0.0000.0000.000
0.130.110.24
T4 180.00-160.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T5 160.00-140.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T6 140.00-120.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T7 120.00-100.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T8 100.00-80.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T9 80.00-60.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T10 60.00-40.00 ABC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
14 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerSection
TowerElevation
ft
Face AR
ft2
AF
ft2
CAAA
In Faceft2
CAAA
Out Faceft2
Weight
KT11 40.00-20.00 A
BC
0.0000.0000.000
0.0000.0000.000
35.12033.58063.360
0.0000.0000.000
0.130.140.24
T12 20.00-6.67 ABC
0.0000.0000.000
0.0000.0000.000
21.07220.19838.016
0.0000.0000.000
0.080.080.15
T13 6.67-0.00 ABC
0.0000.0000.000
0.0000.0000.000
0.0000.2500.000
0.0000.0000.000
0.000.000.00
Feed Line/Linear Appurtenances Section Areas - With Ice
TowerSection
TowerElevation
ft
Faceor
Leg
IceThickness
in
AR
ft2
AF
ft2
CAAA
In Faceft2
CAAA
Out Faceft2
Weight
KT1 235.00-220.00 A
BC
0.606 0.0000.0000.000
0.0000.0000.000
47.2772.3820.000
0.0000.0000.000
0.350.010.00
T2 220.00-200.00 ABC
0.602 0.0000.0000.000
0.0000.0000.000
62.9403.15747.345
0.0000.0000.000
0.470.020.65
T3 200.00-180.00 ABC
0.596 0.0000.0000.000
0.0000.0000.000
62.82337.77663.046
0.0000.0000.000
0.470.340.86
T4 180.00-160.00 ABC
0.589 0.0000.0000.000
0.0000.0000.000
62.69349.15462.959
0.0000.0000.000
0.460.450.86
T5 160.00-140.00 ABC
0.582 0.0000.0000.000
0.0000.0000.000
62.54948.96562.861
0.0000.0000.000
0.460.450.86
T6 140.00-120.00 ABC
0.573 0.0000.0000.000
0.0000.0000.000
62.38748.75262.751
0.0000.0000.000
0.460.440.85
T7 120.00-100.00 ABC
0.564 0.0000.0000.000
0.0000.0000.000
62.20148.50762.625
0.0000.0000.000
0.450.440.85
T8 100.00-80.00 ABC
0.553 0.0000.0000.000
0.0000.0000.000
61.98148.21862.476
0.0000.0000.000
0.450.430.84
T9 80.00-60.00 ABC
0.539 0.0000.0000.000
0.0000.0000.000
61.71247.86562.294
0.0000.0000.000
0.440.430.84
T10 60.00-40.00 ABC
0.521 0.0000.0000.000
0.0000.0000.000
61.36347.40562.057
0.0000.0000.000
0.430.420.83
T11 40.00-20.00 ABC
0.495 0.0000.0000.000
0.0000.0000.000
60.85646.73761.712
0.0000.0000.000
0.420.410.82
T12 20.00-6.67 ABC
0.457 0.0000.0000.000
0.0000.0000.000
36.06227.61836.720
0.0000.0000.000
0.240.240.48
T13 6.67-0.00 ABC
0.398 0.0000.0000.000
0.0000.0000.000
0.0000.7800.000
0.0000.0000.000
0.000.000.00
Reviewed For Code Compliance
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Page
15 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Feed Line Center of Pressure
Section Elevation
ft
CPX
in
CPZ
in
CPX
Icein
CPZ
Icein
T1 235.00-220.00 -2.7567 0.0870 -1.6943 -0.2095T2 220.00-200.00 -2.4010 1.7303 -1.6638 0.8668T3 200.00-180.00 -1.2975 1.4833 -0.8315 0.8164T4 180.00-160.00 -1.0424 1.3668 -0.6313 0.7578T5 160.00-140.00 -1.0337 1.3554 -0.6306 0.7542T6 140.00-120.00 -1.0424 1.3668 -0.6409 0.7633T7 120.00-100.00 -1.0259 1.3452 -0.6383 0.7566T8 100.00-80.00 -1.0345 1.3564 -0.6505 0.7668T9 80.00-60.00 -1.0345 1.3564 -0.6591 0.7717
T10 60.00-40.00 -1.0259 1.3452 -0.6651 0.7720T11 40.00-20.00 -1.0266 1.3461 -0.6836 0.7837T12 20.00-6.67 -1.0104 1.3235 -0.6937 0.7772T13 6.67-0.00 0.0826 -0.1066 0.1730 -0.2233
Shielding Factor Ka
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT1 1 Safety Line 3/8 220.00 -
235.000.6000 0.6000
T1 7 LDF7-50A(1-5/8") 220.00 -235.00
0.6000 0.6000
T1 8 LDF2-50A(3/8") 220.00 -235.00
0.6000 0.6000
T1 9 0.78" 220.00 -235.00
0.6000 0.6000
T2 1 Safety Line 3/8 200.00 -220.00
0.6000 0.6000
T2 7 LDF7-50A(1-5/8") 200.00 -220.00
0.6000 0.6000
T2 8 LDF2-50A(3/8") 200.00 -220.00
0.6000 0.6000
T2 9 0.78" 200.00 -220.00
0.6000 0.6000
T2 16 LDF7-50A(1-5/8") 200.00 -215.00
0.6000 0.6000
T2 17 LDF2-50A(3/8") 200.00 -215.00
0.6000 0.6000
T3 1 Safety Line 3/8 180.00 -200.00
0.6000 0.6000
T3 7 LDF7-50A(1-5/8") 180.00 -200.00
0.6000 0.6000
T3 8 LDF2-50A(3/8") 180.00 -200.00
0.6000 0.6000
T3 9 0.78" 180.00 -200.00
0.6000 0.6000
T3 11 LDF7-50A(1-5/8") 180.00 -195.00
0.6000 0.6000
T3 12 LDF6-50A(1-1/4") 180.00 -195.00
0.6000 0.6000
T3 13 LDF2-50A(3/8") 180.00 -195.00
0.6000 0.6000
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
16 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT3 14 3/4" 180.00 -
195.000.6000 0.6000
T3 16 LDF7-50A(1-5/8") 180.00 -200.00
0.6000 0.6000
T3 17 LDF2-50A(3/8") 180.00 -200.00
0.6000 0.6000
T4 1 Safety Line 3/8 160.00 -180.00
0.6000 0.6000
T4 7 LDF7-50A(1-5/8") 160.00 -180.00
0.6000 0.6000
T4 8 LDF2-50A(3/8") 160.00 -180.00
0.6000 0.6000
T4 9 0.78" 160.00 -180.00
0.6000 0.6000
T4 11 LDF7-50A(1-5/8") 160.00 -180.00
0.6000 0.6000
T4 12 LDF6-50A(1-1/4") 160.00 -180.00
0.6000 0.6000
T4 13 LDF2-50A(3/8") 160.00 -180.00
0.6000 0.6000
T4 14 3/4" 160.00 -180.00
0.6000 0.6000
T4 16 LDF7-50A(1-5/8") 160.00 -180.00
0.6000 0.6000
T4 17 LDF2-50A(3/8") 160.00 -180.00
0.6000 0.6000
T5 1 Safety Line 3/8 140.00 -160.00
0.6000 0.6000
T5 7 LDF7-50A(1-5/8") 140.00 -160.00
0.6000 0.6000
T5 8 LDF2-50A(3/8") 140.00 -160.00
0.6000 0.6000
T5 9 0.78" 140.00 -160.00
0.6000 0.6000
T5 11 LDF7-50A(1-5/8") 140.00 -160.00
0.6000 0.6000
T5 12 LDF6-50A(1-1/4") 140.00 -160.00
0.6000 0.6000
T5 13 LDF2-50A(3/8") 140.00 -160.00
0.6000 0.6000
T5 14 3/4" 140.00 -160.00
0.6000 0.6000
T5 16 LDF7-50A(1-5/8") 140.00 -160.00
0.6000 0.6000
T5 17 LDF2-50A(3/8") 140.00 -160.00
0.6000 0.6000
T6 1 Safety Line 3/8 120.00 -140.00
0.6000 0.6000
T6 7 LDF7-50A(1-5/8") 120.00 -140.00
0.6000 0.6000
T6 8 LDF2-50A(3/8") 120.00 -140.00
0.6000 0.6000
T6 9 0.78" 120.00 -140.00
0.6000 0.6000
T6 11 LDF7-50A(1-5/8") 120.00 -140.00
0.6000 0.6000
T6 12 LDF6-50A(1-1/4") 120.00 -140.00
0.6000 0.6000
T6 13 LDF2-50A(3/8") 120.00 -140.00
0.6000 0.6000
T6 14 3/4" 120.00 -140.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
17 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT6 16 LDF7-50A(1-5/8") 120.00 -
140.000.6000 0.6000
T6 17 LDF2-50A(3/8") 120.00 -140.00
0.6000 0.6000
T7 1 Safety Line 3/8 100.00 -120.00
0.6000 0.6000
T7 7 LDF7-50A(1-5/8") 100.00 -120.00
0.6000 0.6000
T7 8 LDF2-50A(3/8") 100.00 -120.00
0.6000 0.6000
T7 9 0.78" 100.00 -120.00
0.6000 0.6000
T7 11 LDF7-50A(1-5/8") 100.00 -120.00
0.6000 0.6000
T7 12 LDF6-50A(1-1/4") 100.00 -120.00
0.6000 0.6000
T7 13 LDF2-50A(3/8") 100.00 -120.00
0.6000 0.6000
T7 14 3/4" 100.00 -120.00
0.6000 0.6000
T7 16 LDF7-50A(1-5/8") 100.00 -120.00
0.6000 0.6000
T7 17 LDF2-50A(3/8") 100.00 -120.00
0.6000 0.6000
T8 1 Safety Line 3/8 80.00 - 100.00 0.6000 0.6000T8 7 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000T8 8 LDF2-50A(3/8") 80.00 - 100.00 0.6000 0.6000T8 9 0.78" 80.00 - 100.00 0.6000 0.6000T8 11 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000T8 12 LDF6-50A(1-1/4") 80.00 - 100.00 0.6000 0.6000T8 13 LDF2-50A(3/8") 80.00 - 100.00 0.6000 0.6000T8 14 3/4" 80.00 - 100.00 0.6000 0.6000T8 16 LDF7-50A(1-5/8") 80.00 - 100.00 0.6000 0.6000T8 17 LDF2-50A(3/8") 80.00 - 100.00 0.6000 0.6000T9 1 Safety Line 3/8 60.00 - 80.00 0.6000 0.6000T9 7 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000T9 8 LDF2-50A(3/8") 60.00 - 80.00 0.6000 0.6000T9 9 0.78" 60.00 - 80.00 0.6000 0.6000T9 11 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000T9 12 LDF6-50A(1-1/4") 60.00 - 80.00 0.6000 0.6000T9 13 LDF2-50A(3/8") 60.00 - 80.00 0.6000 0.6000T9 14 3/4" 60.00 - 80.00 0.6000 0.6000T9 16 LDF7-50A(1-5/8") 60.00 - 80.00 0.6000 0.6000T9 17 LDF2-50A(3/8") 60.00 - 80.00 0.6000 0.6000
T10 1 Safety Line 3/8 40.00 - 60.00 0.6000 0.6000T10 7 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000T10 8 LDF2-50A(3/8") 40.00 - 60.00 0.6000 0.6000T10 9 0.78" 40.00 - 60.00 0.6000 0.6000T10 11 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000T10 12 LDF6-50A(1-1/4") 40.00 - 60.00 0.6000 0.6000T10 13 LDF2-50A(3/8") 40.00 - 60.00 0.6000 0.6000T10 14 3/4" 40.00 - 60.00 0.6000 0.6000T10 16 LDF7-50A(1-5/8") 40.00 - 60.00 0.6000 0.6000T10 17 LDF2-50A(3/8") 40.00 - 60.00 0.6000 0.6000T11 1 Safety Line 3/8 20.00 - 40.00 0.6000 0.6000T11 7 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000T11 8 LDF2-50A(3/8") 20.00 - 40.00 0.6000 0.6000T11 9 0.78" 20.00 - 40.00 0.6000 0.6000T11 11 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000T11 12 LDF6-50A(1-1/4") 20.00 - 40.00 0.6000 0.6000T11 13 LDF2-50A(3/8") 20.00 - 40.00 0.6000 0.6000T11 14 3/4" 20.00 - 40.00 0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
18 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT11 16 LDF7-50A(1-5/8") 20.00 - 40.00 0.6000 0.6000T11 17 LDF2-50A(3/8") 20.00 - 40.00 0.6000 0.6000T12 1 Safety Line 3/8 6.67 - 20.00 0.6000 0.6000T12 7 LDF7-50A(1-5/8") 8.00 - 20.00 0.6000 0.6000T12 8 LDF2-50A(3/8") 8.00 - 20.00 0.6000 0.6000T12 9 0.78" 8.00 - 20.00 0.6000 0.6000T12 11 LDF7-50A(1-5/8") 8.00 - 20.00 0.6000 0.6000T12 12 LDF6-50A(1-1/4") 8.00 - 20.00 0.6000 0.6000T12 13 LDF2-50A(3/8") 8.00 - 20.00 0.6000 0.6000T12 14 3/4" 8.00 - 20.00 0.6000 0.6000T12 16 LDF7-50A(1-5/8") 8.00 - 20.00 0.6000 0.6000T12 17 LDF2-50A(3/8") 8.00 - 20.00 0.6000 0.6000T13 1 Safety Line 3/8 0.00 - 6.67 0.6000 0.5309
Discrete Tower Loads
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
Beacon A None 0.0000 235.00 No Ice1/2'' Ice
2.002.50
2.002.50
0.020.03
Sidemarker A None 0.0000 117.50 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
Sidemarker B None 0.0000 117.50 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
Sidemarker C None 0.0000 117.50 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
Lightning Rod C From Leg 0.000.002.00
0.0000 235.00 No Ice1/2'' Ice
0.250.66
0.250.66
0.030.03
******
SBNHH-1D65C w/ MountPipe
A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
11.6212.35
9.7411.31
0.080.17
SBNHH-1D65C w/ MountPipe
B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
11.6212.35
9.7411.31
0.080.17
SBNHH-1D65C w/ MountPipe
C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
11.6212.35
9.7411.31
0.080.17
741 989 w/Mount Pipe A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.774.40
3.344.43
0.040.08
741 989 w/Mount Pipe B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.774.40
3.344.43
0.040.08
741 989 w/Mount Pipe C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.774.40
3.344.43
0.040.08
EPBQ-652L8H8 w/ Mount A From Leg 4.00 0.0000 235.00 No Ice 12.21 9.53 0.10
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
19 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
Pipe 0.000.00
1/2'' Ice 12.96 11.15 0.19
EPBQ-652L8H8 w/ MountPipe
B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
12.2112.96
9.5311.15
0.100.19
EPBQ-652L8H8 w/ MountPipe
C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
12.2112.96
9.5311.15
0.100.19
DC6-48-60-18-8F A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.202.40
3.703.94
0.020.05
DC6-48-60-18-8F B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.202.40
3.703.94
0.020.05
RRUS-11 A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-32 A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
RRUS-32 B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
RRUS-32 C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
RRUS-32 B66 A From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.742.96
1.671.86
0.050.07
RRUS-32 B66 B From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.742.96
1.671.86
0.050.07
RRUS-32 B66 C From Leg 4.000.000.00
0.0000 235.00 No Ice1/2'' Ice
2.742.96
1.671.86
0.050.07
(3) T-Frames [KenwoodT1684KT12-4114]
C None 0.0000 235.00 No Ice1/2'' Ice
30.2043.90
30.2043.90
1.101.77
***741 989 w/Mount Pipe A From Leg 4.00
0.000.00
0.0000 195.00 No Ice1/2'' Ice
3.784.40
3.384.43
0.040.08
741 989 w/Mount Pipe B From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
3.784.40
3.384.43
0.040.08
741 989 w/Mount Pipe C From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
3.784.40
3.384.43
0.040.08
800 10309 v01 w/Mount Pipe A From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
10.7511.38
7.158.57
0.060.13
800 10309 v01 w/Mount Pipe B From Leg 4.00 0.0000 195.00 No Ice 10.75 7.15 0.06
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
20 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
0.000.00
1/2'' Ice 11.38 8.57 0.13
800 10309 v01 w/Mount Pipe C From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
10.7511.38
7.158.57
0.060.13
RRUS-11 A From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 B From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 C From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
DC6-48-60-18-8F C From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
2.202.40
3.703.94
0.020.05
Pipe Mount A From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
1.181.50
1.181.50
0.020.03
Pipe Mount B From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
1.181.50
1.181.50
0.020.03
Pipe Mount C From Leg 4.000.000.00
0.0000 195.00 No Ice1/2'' Ice
1.181.50
1.181.50
0.020.03
(3) 10' T-Frames C None 0.0000 195.00 No Ice1/2'' Ice
18.7327.19
18.7327.19
0.861.26
***BXA-70080-8CF-2 w/ Mount
PipeA From Leg 4.00
0.000.00
0.0000 215.00 No Ice1/2'' Ice
8.449.13
8.6710.20
0.060.13
BXA-70080-8CF-2 w/ MountPipe
B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
8.449.13
8.6710.20
0.060.13
BXA-70080-8CF-2 w/ MountPipe
C From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
8.449.13
8.6710.20
0.060.13
(2) FD9R6004/1C-3LDiplexer
A From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
0.000.00
0.080.14
0.000.01
(2) FD9R6004/1C-3LDiplexer
B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
0.000.00
0.080.14
0.000.01
(2) FD9R6004/1C-3LDiplexer
C From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
0.000.00
0.080.14
0.000.01
(2) WBX045T19R000G w/Mount Pipe
A From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
7.207.61
3.323.97
0.060.11
(2) WBX045T19R000G w/Mount Pipe
B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
7.207.61
3.323.97
0.060.11
(2) WBX045T19R000G w/Mount Pipe
C From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
7.207.61
3.323.97
0.060.11
X7C-FRO-640-V-02 w/ A From Leg 4.00 0.0000 215.00 No Ice 13.47 8.11 0.06
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
21 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
Mount Pipe 0.000.00
1/2'' Ice 14.17 9.30 0.15
X7C-FRO-640-V-02 w/Mount Pipe
B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
13.4714.17
8.119.30
0.060.15
X7C-FRO-640-V-02 w/Mount Pipe
C From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
13.4714.17
8.119.30
0.060.15
(2) RRUS-32 A From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
(2) RRUS-32 B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
(2) RRUS-32 C From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
3.313.56
2.422.64
0.080.10
RRFDC-3315-PF-48 A From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
3.023.24
1.962.15
0.030.06
RRFDC-3315-PF-48 B From Leg 4.000.000.00
0.0000 215.00 No Ice1/2'' Ice
3.023.24
1.962.15
0.030.06
(3) T-Frames C None 0.0000 215.00 No Ice1/2'' Ice
33.1144.90
33.1144.90
1.542.16
***Work Platform A From Face 2.00
0.000.00
0.0000 160.00 No Ice1/2'' Ice
0.701.03
0.701.03
0.020.10
Work Platform A From Face 2.000.000.00
0.0000 80.00 No Ice1/2'' Ice
0.701.03
0.701.03
0.020.10
Force Totals (Does not include forces on guys)
LoadCase
VerticalForces
K
Sum ofForces
XK
Sum ofForces
ZK
Sum of Torques
kip-ftLeg Weight 7.03Bracing Weight 7.15Total Member Self-Weight 14.17Guy Weight 3.74Total Weight 29.96Wind 0 deg - No Ice -0.01 -50.07 -3.16Wind 30 deg - No Ice 22.78 -39.49 -0.85Wind 60 deg - No Ice 37.87 -21.86 1.09Wind 90 deg - No Ice 44.83 0.01 2.83Wind 120 deg - No Ice 40.45 23.37 4.07Wind 150 deg - No Ice 25.37 43.94 4.60Wind 180 deg - No Ice 0.01 49.93 3.15
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
22 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
LoadCase
VerticalForces
K
Sum ofForces
XK
Sum ofForces
ZK
Sum of Torques
kip-ftWind 210 deg - No Ice -22.78 39.49 0.85Wind 240 deg - No Ice -37.99 21.93 -1.10Wind 270 deg - No Ice -44.83 -0.01 -2.83Wind 300 deg - No Ice -40.33 -23.30 -4.06Wind 330 deg - No Ice -25.37 -43.94 -4.60Member Ice 3.64Guy Ice 2.98Total Weight Ice 54.30Wind 0 deg - Ice -0.00 -3.28 -0.14Wind 30 deg - Ice 1.52 -2.63 -0.05Wind 60 deg - Ice 2.55 -1.47 0.03Wind 90 deg - Ice 3.09 0.00 0.11Wind 120 deg - Ice 2.88 1.67 0.18Wind 150 deg - Ice 1.71 2.96 0.19Wind 180 deg - Ice 0.00 3.27 0.14Wind 210 deg - Ice -1.52 2.63 0.05Wind 240 deg - Ice -2.56 1.48 -0.03Wind 270 deg - Ice -3.09 -0.00 -0.11Wind 300 deg - Ice -2.88 -1.66 -0.18Wind 330 deg - Ice -1.71 -2.96 -0.19Total Weight 29.96Wind 0 deg - Service -0.00 -9.89 -0.62Wind 30 deg - Service 4.50 -7.80 -0.17Wind 60 deg - Service 7.48 -4.32 0.22Wind 90 deg - Service 8.86 0.00 0.56Wind 120 deg - Service 7.99 4.62 0.80Wind 150 deg - Service 5.01 8.68 0.91Wind 180 deg - Service 0.00 9.86 0.62Wind 210 deg - Service -4.50 7.80 0.17Wind 240 deg - Service -7.50 4.33 -0.22Wind 270 deg - Service -8.86 -0.00 -0.56Wind 300 deg - Service -7.97 -4.60 -0.80Wind 330 deg - Service -5.01 -8.68 -0.91
Load Combinations
Comb.No.
Description
1 Dead Only2 1.2 Dead+1.6 Wind 0 deg - No Ice+1.0 Guy3 1.2 Dead+1.6 Wind 30 deg - No Ice+1.0 Guy4 1.2 Dead+1.6 Wind 60 deg - No Ice+1.0 Guy5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy7 1.2 Dead+1.6 Wind 150 deg - No Ice+1.0 Guy8 1.2 Dead+1.6 Wind 180 deg - No Ice+1.0 Guy9 1.2 Dead+1.6 Wind 210 deg - No Ice+1.0 Guy10 1.2 Dead+1.6 Wind 240 deg - No Ice+1.0 Guy11 1.2 Dead+1.6 Wind 270 deg - No Ice+1.0 Guy12 1.2 Dead+1.6 Wind 300 deg - No Ice+1.0 Guy13 1.2 Dead+1.6 Wind 330 deg - No Ice+1.0 Guy14 1.2 Dead+1.0 Ice+1.0 Temp+Guy15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy16 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
23 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Comb.No.
Description
17 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy18 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp+1.0 Guy19 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy20 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp+1.0 Guy21 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp+1.0 Guy22 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy23 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp+1.0 Guy24 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy25 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp+1.0 Guy26 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy27 Dead+Wind 0 deg - Service+Guy28 Dead+Wind 30 deg - Service+Guy29 Dead+Wind 60 deg - Service+Guy30 Dead+Wind 90 deg - Service+Guy31 Dead+Wind 120 deg - Service+Guy32 Dead+Wind 150 deg - Service+Guy33 Dead+Wind 180 deg - Service+Guy34 Dead+Wind 210 deg - Service+Guy35 Dead+Wind 240 deg - Service+Guy36 Dead+Wind 270 deg - Service+Guy37 Dead+Wind 300 deg - Service+Guy38 Dead+Wind 330 deg - Service+Guy
Maximum Member Forces
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftT1 235 - 220 Leg Max Tension 8 24.50 0.03 -0.01
Max. Compression 6 -29.86 0.04 -0.03Max. Mx 11 -0.93 0.29 -0.00Max. My 2 -1.30 -0.01 0.30Max. Vy 5 -4.63 -0.24 -0.08Max. Vx 9 -3.86 0.18 -0.16
Diagonal Max Tension 13 10.25 0.00 0.00Max. Compression 7 -10.25 0.00 0.00
Max. Mx 23 -0.29 0.01 0.00Max. My 7 4.45 0.00 -0.00Max. Vy 23 0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 13 6.77 0.00 0.00Max. Compression 6 -0.52 0.00 0.00
Max. Mx 18 1.38 0.01 0.00Max. My 13 0.46 0.00 -0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Top Girt Max Tension 8 4.35 0.00 0.00Max. Compression 2 -4.35 0.00 0.00
Max. Mx 18 0.01 0.01 0.00Max. My 13 -3.79 0.00 -0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 8 1.34 0.00 0.00Max. Compression 2 -1.30 0.00 0.00
Max. Mx 18 -0.01 0.01 0.00Max. My 13 0.84 0.00 -0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Guy A Bottom Tension 9 43.61
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
24 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftTop Tension 9 43.96
Top Cable Vert 9 34.21Top Cable Norm 9 27.60Top Cable Tan 9 0.07Bot Cable Vert 9 -33.11
Bot Cable Norm 9 28.38Bot Cable Tan 9 0.68
Guy B Bottom Tension 11 43.60Top Tension 11 43.95
Top Cable Vert 11 34.20Top Cable Norm 11 27.60Top Cable Tan 11 0.07Bot Cable Vert 11 -33.10
Bot Cable Norm 11 28.37Bot Cable Tan 11 0.68
Guy C Bottom Tension 5 43.59Top Tension 5 43.93
Top Cable Vert 5 34.19Top Cable Norm 5 27.58Top Cable Tan 5 0.07Bot Cable Vert 5 -33.09
Bot Cable Norm 5 28.36Bot Cable Tan 5 0.68
Top Guy Pull-Off Max Tension 13 9.70 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 18 1.98 0.01 0.00Max. My 7 8.69 0.00 -0.00Max. Vy 18 0.01 0.00 0.00Max. Vx 7 -0.00 0.00 0.00
T2 220 - 200 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 13 -32.91 0.35 0.81
Max. Mx 11 -21.04 -1.91 0.00Max. My 2 -29.36 -0.06 -1.92Max. Vy 5 -4.63 0.14 -0.07Max. Vx 9 -3.86 -0.01 0.16
Diagonal Max Tension 5 8.40 0.00 0.00Max. Compression 11 -8.56 0.00 0.00
Max. Mx 25 0.06 0.01 0.00Max. My 7 2.08 0.00 -0.00Max. Vy 25 0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 8 2.85 0.00 0.00Max. Compression 2 -2.73 0.00 0.00
Max. Mx 15 0.22 0.01 0.00Max. My 7 0.56 0.00 -0.00Max. Vy 15 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 2 1.56 0.00 0.00Max. Compression 8 -1.47 0.00 0.00
Max. Mx 18 0.06 0.01 0.00Max. My 13 -1.01 0.00 -0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 6 1.21 0.00 0.00Max. Compression 12 -1.13 0.00 0.00
Max. Mx 14 0.02 0.01 0.00Max. My 13 -1.03 0.00 -0.00Max. Vy 14 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T3 200 - 180 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 2 -41.45 -0.09 0.09
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
25 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. Mx 11 -33.97 -0.93 0.13Max. My 2 -38.24 0.07 -0.98Max. Vy 11 -3.37 0.15 -0.09Max. Vx 7 3.52 -0.16 -0.15
Diagonal Max Tension 7 6.89 0.00 0.00Max. Compression 13 -7.10 0.00 0.00
Max. Mx 21 -0.15 0.01 0.00Max. My 7 -0.27 0.00 -0.00Max. Vy 21 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 7 5.29 0.00 0.00Max. Compression 2 -1.43 0.00 0.00
Max. Mx 15 0.33 0.01 0.00Max. My 7 0.71 0.00 -0.00Max. Vy 15 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 12 1.29 0.00 0.00Max. Compression 6 -1.21 0.00 0.00
Max. Mx 14 0.03 0.01 0.00Max. My 13 1.20 0.00 -0.00Max. Vy 14 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 6 0.18 0.00 0.00Max. Compression 11 -0.08 0.00 0.00
Max. Mx 16 0.04 0.01 0.00Max. My 13 0.01 0.00 -0.00Max. Vy 16 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Guy A Bottom Tension 7 31.35Top Tension 7 31.57
Top Cable Vert 7 23.15Top Cable Norm 7 21.46Top Cable Tan 7 0.07Bot Cable Vert 7 -22.35
Bot Cable Norm 7 21.97Bot Cable Tan 7 0.48
Guy B Bottom Tension 11 31.33Top Tension 11 31.55
Top Cable Vert 11 23.13Top Cable Norm 11 21.45Top Cable Tan 11 0.07Bot Cable Vert 11 -22.34
Bot Cable Norm 11 21.96Bot Cable Tan 11 0.49
Guy C Bottom Tension 3 31.30Top Tension 3 31.52
Top Cable Vert 3 23.11Top Cable Norm 3 21.43Top Cable Tan 3 0.07Bot Cable Vert 3 -22.32
Bot Cable Norm 3 21.94Bot Cable Tan 3 0.49
Top Guy Pull-Off Max Tension 7 7.58 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 15 1.28 0.01 0.00Max. My 7 1.34 0.00 -0.00Max. Vy 15 0.01 0.00 0.00Max. Vx 7 -0.00 0.00 0.00
T4 180 - 160 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 10 -55.52 -0.07 -0.15
Max. Mx 11 -49.12 -0.36 -0.13
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
26 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. My 7 -44.33 0.07 0.39Max. Vy 11 -3.69 -0.05 -0.13Max. Vx 3 -3.27 0.14 0.02
Diagonal Max Tension 13 5.71 0.00 0.00Max. Compression 7 -6.03 0.00 0.00
Max. Mx 21 -0.02 0.01 0.00Max. My 7 2.85 0.00 -0.00Max. Vy 21 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 10 0.90 0.00 0.00Max. Compression 10 -0.90 0.00 0.00
Max. Mx 15 0.36 0.01 0.00Max. My 7 0.77 0.00 -0.00Max. Vy 15 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 12 0.45 0.00 0.00Max. Compression 6 -0.37 0.00 0.00
Max. Mx 16 0.03 0.01 0.00Max. My 13 0.41 0.00 -0.00Max. Vy 16 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 6 1.01 0.00 0.00Max. Compression 12 -0.87 0.00 0.00
Max. Mx 16 0.04 0.01 0.00Max. My 13 -0.77 0.00 -0.00Max. Vy 16 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T5 160 - 140 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 10 -60.71 -0.08 -0.18
Max. Mx 5 -19.92 -0.37 -0.10Max. My 2 -25.52 0.04 0.38Max. Vy 11 -3.70 0.25 -0.13Max. Vx 3 -3.28 -0.01 0.29
Diagonal Max Tension 3 6.60 0.00 0.00Max. Compression 9 -6.81 0.00 0.00
Max. Mx 21 -0.24 0.01 0.00Max. My 13 3.41 0.00 0.00Max. Vy 21 -0.01 0.00 0.00Max. Vx 13 -0.00 0.00 0.00
Horizontal Max Tension 7 4.50 0.00 0.00Max. Compression 10 -1.05 0.00 0.00
Max. Mx 25 0.42 0.01 0.00Max. My 7 0.93 0.00 -0.00Max. Vy 25 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 8 1.33 0.00 0.00Max. Compression 2 -1.23 0.00 0.00
Max. Mx 16 0.04 0.01 0.00Max. My 13 1.14 0.00 -0.00Max. Vy 16 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 4 0.49 0.00 0.00Max. Compression 10 -0.39 0.00 0.00
Max. Mx 23 0.06 0.01 0.00Max. My 13 0.43 0.00 -0.00Max. Vy 23 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Guy A Bottom Tension 7 23.49Top Tension 7 23.61
Top Cable Vert 7 15.36Top Cable Norm 7 17.93
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
27 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftTop Cable Tan 7 0.05Bot Cable Vert 7 -14.84
Bot Cable Norm 7 18.20Bot Cable Tan 7 0.32
Guy B Bottom Tension 13 23.47Top Tension 13 23.60
Top Cable Vert 13 15.35Top Cable Norm 13 17.92Top Cable Tan 13 0.05Bot Cable Vert 13 -14.84
Bot Cable Norm 13 18.19Bot Cable Tan 13 0.32
Guy C Bottom Tension 3 23.44Top Tension 3 23.57
Top Cable Vert 3 15.33Top Cable Norm 3 17.90Top Cable Tan 3 0.04Bot Cable Vert 3 -14.82
Bot Cable Norm 3 18.16Bot Cable Tan 3 0.32
Top Guy Pull-Off Max Tension 7 6.44 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 15 1.21 0.01 0.00Max. My 7 0.60 0.00 -0.00Max. Vy 15 0.01 0.00 0.00Max. Vx 7 -0.00 0.00 0.00
T6 140 - 120 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 10 -52.52 -0.05 -0.19
Max. Mx 2 -50.24 0.26 -0.11Max. My 6 -52.46 -0.05 0.28Max. Vy 11 -2.36 -0.03 -0.16Max. Vx 3 -2.06 0.16 0.06
Diagonal Max Tension 5 3.14 0.00 0.00Max. Compression 3 -3.59 0.00 0.00
Max. Mx 22 -0.05 0.01 0.00Max. My 7 1.73 0.00 -0.00Max. Vy 22 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 10 0.87 0.00 0.00Max. Compression 10 -0.87 0.00 0.00
Max. Mx 25 0.44 0.01 0.00Max. My 7 0.83 0.00 -0.00Max. Vy 25 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 11 0.13 0.00 0.00Max. Compression 5 -0.03 0.00 0.00
Max. Mx 23 0.04 0.01 0.00Max. My 13 -0.01 0.00 -0.00Max. Vy 23 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 2 0.46 0.00 0.00Max. Compression 8 -0.32 0.00 0.00
Max. Mx 23 0.05 0.01 0.00Max. My 13 -0.18 0.00 -0.00Max. Vy 23 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T7 120 - 100 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 6 -73.55 -0.25 0.20
Max. Mx 5 -45.15 -0.48 -0.21Max. My 13 -40.28 0.07 0.51Max. Vy 5 -3.94 -0.48 -0.21
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
28 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. Vx 7 -3.46 -0.31 -0.08
Diagonal Max Tension 5 6.87 0.00 0.00Max. Compression 11 -7.38 0.00 0.00
Max. Mx 20 -0.00 0.01 0.00Max. My 13 2.28 0.00 0.00Max. Vy 20 -0.01 0.00 0.00Max. Vx 13 -0.00 0.00 0.00
Horizontal Max Tension 13 4.94 0.00 0.00Max. Compression 6 -1.27 0.00 0.00
Max. Mx 15 0.51 0.01 0.00Max. My 7 1.13 0.00 -0.00Max. Vy 15 0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 8 0.82 0.00 0.00Max. Compression 2 -0.67 0.00 0.00
Max. Mx 23 0.07 0.01 0.00Max. My 13 0.63 0.00 -0.00Max. Vy 23 0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 12 1.01 0.00 0.00Max. Compression 10 -0.82 0.00 0.00
Max. Mx 14 0.07 0.01 0.00Max. My 13 0.94 0.00 -0.00Max. Vy 14 0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Guy A Bottom Tension 7 22.80Top Tension 7 22.89
Top Cable Vert 7 11.51Top Cable Norm 7 19.78Top Cable Tan 7 0.03Bot Cable Vert 7 -11.13
Bot Cable Norm 7 19.90Bot Cable Tan 7 0.24
Guy B Bottom Tension 13 22.81Top Tension 13 22.89
Top Cable Vert 13 11.51Top Cable Norm 13 19.79Top Cable Tan 13 0.03Bot Cable Vert 13 -11.14
Bot Cable Norm 13 19.90Bot Cable Tan 13 0.24
Guy C Bottom Tension 5 22.79Top Tension 5 22.88
Top Cable Vert 5 11.50Top Cable Norm 5 19.78Top Cable Tan 5 0.02Bot Cable Vert 5 -11.13
Bot Cable Norm 5 19.89Bot Cable Tan 5 0.24
Top Guy Pull-Off Max Tension 13 7.08 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 16 1.37 0.01 0.00Max. My 13 0.60 0.00 -0.00Max. Vy 16 0.01 0.00 0.00Max. Vx 13 -0.00 0.00 0.00
T8 100 - 80 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 13 -68.28 -0.15 0.23
Max. Mx 11 -56.78 -0.43 -0.22Max. My 7 -52.61 0.02 0.49Max. Vy 5 -3.94 -0.15 -0.21Max. Vx 13 3.46 -0.10 0.22
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
29 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftDiagonal Max Tension 13 5.70 0.00 0.00
Max. Compression 7 -6.23 0.00 0.00Max. Mx 22 -0.33 0.01 0.00Max. My 7 -0.85 0.00 -0.00Max. Vy 22 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 7 1.17 0.00 0.00Max. Compression 7 -1.17 0.00 0.00
Max. Mx 25 0.52 0.01 0.00Max. My 7 1.17 0.00 -0.00Max. Vy 25 0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 6 0.70 0.00 0.00Max. Compression 12 -0.50 0.00 0.00
Max. Mx 14 0.07 0.01 0.00Max. My 13 -0.46 0.00 -0.00Max. Vy 14 0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 12 0.49 0.00 0.00Max. Compression 6 -0.26 0.00 0.00
Max. Mx 17 0.07 0.01 0.00Max. My 13 0.49 0.00 -0.00Max. Vy 17 0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T9 80 - 60 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 7 -69.47 0.31 0.00
Max. Mx 3 -42.79 0.35 -0.19Max. My 7 -45.49 -0.03 0.36Max. Vy 11 -2.45 -0.14 -0.21Max. Vx 3 -2.06 0.25 -0.02
Diagonal Max Tension 5 3.25 0.00 0.00Max. Compression 11 -3.86 0.00 0.00
Max. Mx 22 -0.12 0.01 0.00Max. My 7 2.00 0.00 -0.00Max. Vy 22 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 7 1.20 0.00 0.00Max. Compression 7 -1.20 0.00 0.00
Max. Mx 25 0.54 0.01 0.00Max. My 7 1.20 0.00 -0.00Max. Vy 25 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 7 0.24 0.00 0.00Max. Compression 13 -0.05 0.00 0.00
Max. Mx 17 0.07 0.01 0.00Max. My 13 0.03 0.00 -0.00Max. Vy 17 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 13 0.50 0.00 0.00Max. Compression 8 -0.30 0.00 0.00
Max. Mx 17 0.07 0.01 0.00Max. My 13 -0.04 0.00 -0.00Max. Vy 17 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T10 60 - 40 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 13 -81.65 -0.20 0.24
Max. Mx 9 -79.67 0.37 -0.04Max. My 13 -79.33 -0.14 0.37Max. Vy 11 -2.45 0.06 -0.21Max. Vx 3 -2.06 0.16 0.15
Diagonal Max Tension 7 5.46 0.00 0.00
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
30 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. Compression 13 -6.14 0.00 0.00
Max. Mx 18 -0.31 0.01 0.00Max. My 13 2.44 0.00 0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 13 -0.00 0.00 0.00
Horizontal Max Tension 7 3.40 0.00 0.00Max. Compression 7 -1.41 0.00 0.00
Max. Mx 25 0.59 0.01 0.00Max. My 7 1.41 0.00 -0.00Max. Vy 25 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 8 0.80 0.00 0.00Max. Compression 2 -0.56 0.00 0.00
Max. Mx 17 0.08 0.01 0.00Max. My 13 0.51 0.00 -0.00Max. Vy 17 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 12 0.55 0.00 0.00Max. Compression 7 -0.29 0.00 0.00
Max. Mx 19 0.10 0.01 0.00Max. My 13 0.55 0.00 -0.00Max. Vy 19 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Guy A Bottom Tension 7 14.01Top Tension 7 14.04
Top Cable Vert 7 4.16Top Cable Norm 7 13.41Top Cable Tan 7 0.03Bot Cable Vert 7 -3.99
Bot Cable Norm 7 13.43Bot Cable Tan 7 0.11
Guy B Bottom Tension 13 14.01Top Tension 13 14.04
Top Cable Vert 13 4.16Top Cable Norm 13 13.41Top Cable Tan 13 0.03Bot Cable Vert 13 -3.99
Bot Cable Norm 13 13.43Bot Cable Tan 13 0.11
Guy C Bottom Tension 3 14.01Top Tension 3 14.04
Top Cable Vert 3 4.16Top Cable Norm 3 13.41Top Cable Tan 3 0.03Bot Cable Vert 3 -3.99
Bot Cable Norm 3 13.43Bot Cable Tan 3 0.11
Top Guy Pull-Off Max Tension 7 4.86 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 25 1.68 0.01 0.00Max. My 7 0.47 0.00 -0.00Max. Vy 25 0.01 0.00 0.00Max. Vx 7 -0.00 0.00 0.00
T11 40 - 20 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 13 -84.50 0.21 -0.37
Max. Mx 6 -76.17 0.44 -0.02Max. My 7 -29.89 -0.03 0.40Max. Vy 12 -1.87 -0.18 -0.21Max. Vx 13 1.53 -0.21 0.24
Diagonal Max Tension 6 2.11 0.00 0.00Max. Compression 12 -3.12 0.00 0.00
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
31 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. Mx 18 -0.20 0.01 0.00Max. My 13 1.32 0.00 0.00Max. Vy 18 0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Horizontal Max Tension 13 1.46 0.00 0.00Max. Compression 13 -1.46 0.00 0.00
Max. Mx 14 0.62 0.01 0.00Max. My 7 1.46 0.00 -0.00Max. Vy 14 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Top Girt Max Tension 7 0.28 0.00 0.00Max. Compression 13 -0.01 0.00 0.00
Max. Mx 19 0.10 0.01 0.00Max. My 13 -0.01 0.00 -0.00Max. Vy 19 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 13 0.34 0.00 0.00Max. Compression 7 -0.00 0.00 0.00
Max. Mx 23 0.12 0.01 0.00Max. My 13 0.23 0.00 -0.00Max. Vy 23 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T12 20 - 6.66667 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 13 -80.28 -0.16 0.37
Max. Mx 13 -53.48 -0.71 -0.14Max. My 6 -67.19 -0.20 -0.64Max. Vy 12 -1.88 -0.02 -0.19Max. Vx 8 1.53 0.40 -0.10
Diagonal Max Tension 5 4.65 0.00 0.00Max. Compression 12 -5.12 0.00 0.00
Max. Mx 18 0.05 0.01 0.00Max. My 7 3.55 0.00 -0.00Max. Vy 18 -0.01 0.00 0.00Max. Vx 7 0.00 0.00 0.00
Horizontal Max Tension 11 1.37 0.00 0.00Max. Compression 11 -1.37 0.00 0.00
Max. Mx 25 0.63 0.01 0.00Max. My 13 1.37 0.00 -0.00Max. Vy 25 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Top Girt Max Tension 7 0.60 0.00 0.00Max. Compression 13 -0.28 0.00 0.00
Max. Mx 23 0.11 0.01 0.00Max. My 13 0.31 0.00 -0.00Max. Vy 23 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
Bottom Girt Max Tension 13 10.59 0.00 0.00Max. Compression 1 0.00 0.00 0.00
Max. Mx 14 5.64 0.01 0.00Max. My 13 8.22 0.00 -0.00Max. Vy 14 -0.01 0.00 0.00Max. Vx 13 0.00 0.00 0.00
T13 6.66667 - 0 Leg Max Tension 1 0.00 0.00 0.00Max. Compression 6 -70.18 0.22 0.66
Max. Mx 2 -68.67 -1.15 0.09Max. My 13 -49.92 -0.04 -1.21Max. Vy 2 3.39 -1.15 0.09Max. Vx 13 1.01 -0.05 -1.13
Horizontal Max Tension 11 0.06 0.55 0.04Max. Compression 7 -0.39 1.38 0.02
Max. Mx 13 0.04 -1.60 -0.09
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
32 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Condition Gov.Load
Comb.
Axial
K
Major AxisMoment
kip-ft
Minor AxisMoment
kip-ftMax. My 13 0.04 -1.60 -0.09Max. Vy 13 2.26 -1.60 -0.09Max. Vx 13 0.14 -1.60 -0.09
Top Girt Max Tension 2 2.71 -0.02 -1.41Max. Compression 1 0.00 0.00 0.00
Max. Mx 7 1.28 -0.05 -0.76Max. My 13 2.70 -0.04 -1.88Max. Vy 7 -0.05 -0.05 -0.76Max. Vx 6 -0.34 -0.04 -1.60
Bottom Girt Max Tension 12 5.84 -0.09 -1.48Max. Compression 13 -6.77 0.04 -0.45
Max. Mx 13 3.24 -0.16 -0.71Max. My 13 1.85 -0.11 -2.13Max. Vy 13 1.14 -0.16 -0.71Max. Vx 13 6.86 -0.11 -2.13
Maximum Reactions
Location Condition Gov.Load
Comb.
VerticalK
Horizontal, XK
Horizontal, ZK
Mast Max. Vert 6 183.62 -1.59 -0.91Max. Hx 12 142.73 2.89 1.67Max. Hz 2 183.59 0.00 1.85Max. Mx 1 0.00 -0.01 0.01Max. Mz 1 0.00 -0.01 0.01
Max. Torsion 13 2.83 1.83 1.71Min. Vert 1 71.90 -0.01 0.01Min. Hx 4 142.68 -2.91 1.69Min. Hz 8 142.74 0.00 -3.33Min. Mx 1 0.00 -0.01 0.01Min. Mz 1 0.00 -0.01 0.01
Min. Torsion 7 -2.66 -0.56 -2.43Guy C @ 188 ft
Elev 0 ftAzimuth 240 deg
Max. Vert 10 -3.16 -1.72 0.99
Max. Hx 10 -3.16 -1.72 0.99Max. Hz 3 -85.34 -87.21 52.48
Min. Vert 5 -85.35 -89.07 49.29Min. Hx 5 -85.35 -89.07 49.29Min. Hz 10 -3.16 -1.72 0.99
Guy B @ 188 ftElev 0 ft
Azimuth 120 deg
Max. Vert 6 -3.16 1.72 0.99
Max. Hx 11 -85.38 89.08 49.30Max. Hz 13 -85.38 87.27 52.49
Min. Vert 13 -85.38 87.27 52.49Min. Hx 6 -3.16 1.72 0.99Min. Hz 6 -3.16 1.72 0.99
Guy A @ 188 ftElev 0 ft
Azimuth 0 deg
Max. Vert 2 -3.16 -0.00 -1.99
Max. Hx 11 -45.29 3.29 -53.02Max. Hz 2 -3.16 -0.00 -1.99
Min. Vert 7 -85.40 -1.82 -101.84Min. Hx 5 -45.31 -3.29 -53.07Min. Hz 7 -85.40 -1.82 -101.84
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
33 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Location Condition Gov.Load
Comb.
VerticalK
Horizontal, XK
Horizontal, ZK
Tower Mast Reaction Summary
LoadCombination
Vertical
K
Shearx
K
Shearz
K
OverturningMoment, Mx
kip-ft
OverturningMoment, Mz
kip-ft
Torque
kip-ftDead Only 71.90 0.01 -0.01 -0.00 -0.00 -0.011.2 Dead+1.6 Wind 0 deg - NoIce+1.0 Guy
183.59 -0.00 -1.85 -0.00 -0.00 -1.64
1.2 Dead+1.6 Wind 30 deg - NoIce+1.0 Guy
170.91 1.83 -1.72 -0.00 -0.00 -0.13
1.2 Dead+1.6 Wind 60 deg - NoIce+1.0 Guy
142.68 2.91 -1.69 -0.00 -0.00 0.62
1.2 Dead+1.6 Wind 90 deg - NoIce+1.0 Guy
170.94 2.40 -0.74 -0.00 -0.00 1.05
1.2 Dead+1.6 Wind 120 deg -No Ice+1.0 Guy
183.62 1.59 0.91 -0.00 -0.00 1.95
1.2 Dead+1.6 Wind 150 deg -No Ice+1.0 Guy
170.98 0.56 2.43 -0.00 -0.00 2.66
1.2 Dead+1.6 Wind 180 deg -No Ice+1.0 Guy
142.74 -0.00 3.33 -0.00 -0.00 1.77
1.2 Dead+1.6 Wind 210 deg -No Ice+1.0 Guy
170.95 -0.56 2.42 -0.00 -0.00 -0.05
1.2 Dead+1.6 Wind 240 deg -No Ice+1.0 Guy
183.61 -1.58 0.91 -0.00 -0.00 -0.69
1.2 Dead+1.6 Wind 270 deg -No Ice+1.0 Guy
170.95 -2.38 -0.73 -0.00 -0.00 -1.23
1.2 Dead+1.6 Wind 300 deg -No Ice+1.0 Guy
142.73 -2.89 -1.67 -0.00 -0.00 -2.48
1.2 Dead+1.6 Wind 330 deg -No Ice+1.0 Guy
170.95 -1.83 -1.71 -0.00 -0.00 -2.83
1.2 Dead+1.0 Ice+1.0Temp+Guy
110.60 0.03 -0.04 -0.00 -0.00 -0.03
1.2 Dead+1.0 Wind 0 deg+1.0Ice+1.0 Temp+1.0 Guy
110.93 0.03 -0.21 -0.00 -0.00 -0.11
1.2 Dead+1.0 Wind 30 deg+1.0Ice+1.0 Temp+1.0 Guy
110.76 0.11 -0.19 -0.00 -0.00 -0.01
1.2 Dead+1.0 Wind 60 deg+1.0Ice+1.0 Temp+1.0 Guy
110.60 0.17 -0.12 -0.00 -0.00 -0.02
1.2 Dead+1.0 Wind 90 deg+1.0Ice+1.0 Temp+1.0 Guy
110.76 0.20 -0.04 -0.00 -0.00 -0.03
1.2 Dead+1.0 Wind 120deg+1.0 Ice+1.0 Temp+1.0 Guy
110.93 0.17 0.04 -0.00 -0.00 0.05
1.2 Dead+1.0 Wind 150deg+1.0 Ice+1.0 Temp+1.0 Guy
110.77 0.11 0.10 -0.00 -0.00 0.11
1.2 Dead+1.0 Wind 180deg+1.0 Ice+1.0 Temp+1.0 Guy
110.60 0.03 0.12 -0.00 -0.00 0.03
1.2 Dead+1.0 Wind 210deg+1.0 Ice+1.0 Temp+1.0 Guy
110.76 -0.06 0.10 -0.00 -0.00 -0.07
1.2 Dead+1.0 Wind 240deg+1.0 Ice+1.0 Temp+1.0 Guy
110.93 -0.11 0.04 -0.00 -0.00 -0.05
1.2 Dead+1.0 Wind 270deg+1.0 Ice+1.0 Temp+1.0 Guy
110.76 -0.14 -0.04 -0.00 -0.00 -0.04
1.2 Dead+1.0 Wind 300deg+1.0 Ice+1.0 Temp+1.0 Guy
110.60 -0.11 -0.12 -0.00 -0.00 -0.13
1.2 Dead+1.0 Wind 330deg+1.0 Ice+1.0 Temp+1.0 Guy
110.76 -0.05 -0.19 -0.00 -0.00 -0.19
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
34 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
LoadCombination
Vertical
K
Shearx
K
Shearz
K
OverturningMoment, Mx
kip-ft
OverturningMoment, Mz
kip-ft
Torque
kip-ftDead+Wind 0 deg -Service+Guy
72.81 0.01 -0.54 -0.00 -0.00 -0.37
Dead+Wind 30 deg -Service+Guy
72.78 0.27 -0.47 -0.00 -0.00 -0.02
Dead+Wind 60 deg -Service+Guy
72.81 0.46 -0.27 -0.00 -0.00 0.10
Dead+Wind 90 deg -Service+Guy
72.78 0.54 -0.01 -0.00 -0.00 0.20
Dead+Wind 120 deg -Service+Guy
72.81 0.46 0.25 -0.00 -0.00 0.43
Dead+Wind 150 deg -Service+Guy
72.79 0.28 0.44 -0.00 -0.00 0.57
Dead+Wind 180 deg -Service+Guy
72.81 0.01 0.50 -0.00 -0.00 0.33
Dead+Wind 210 deg -Service+Guy
72.78 -0.26 0.44 -0.00 -0.00 -0.02
Dead+Wind 240 deg -Service+Guy
72.81 -0.45 0.25 -0.00 -0.00 -0.15
Dead+Wind 270 deg -Service+Guy
72.78 -0.52 -0.01 -0.00 -0.00 -0.25
Dead+Wind 300 deg -Service+Guy
72.81 -0.44 -0.27 -0.00 -0.00 -0.48
Dead+Wind 330 deg -Service+Guy
72.78 -0.25 -0.47 -0.00 -0.00 -0.62
Solution Summary
LoadComb.
Sum of Applied Forces Sum of Reactions% ErrorPX
KPYK
PZK
PXK
PYK
PZK
1 0.00 -29.96 0.00 -0.00 29.96 0.00 0.007%2 -0.02 -35.87 -91.01 0.02 35.86 90.98 0.030%3 45.78 -35.21 -79.33 -45.78 35.21 79.29 0.038%4 78.59 -34.55 -45.37 -78.61 34.55 45.38 0.024%5 91.59 -35.21 0.02 -91.56 35.21 -0.00 0.038%6 78.80 -35.87 45.52 -78.78 35.86 -45.51 0.030%7 45.81 -35.21 79.35 -45.78 35.21 -79.34 0.038%8 0.02 -34.55 90.78 -0.02 34.55 -90.81 0.025%9 -45.78 -35.21 79.33 45.74 35.21 -79.31 0.038%
10 -78.78 -35.87 45.48 78.76 35.86 -45.47 0.030%11 -91.59 -35.21 -0.02 91.56 35.21 0.04 0.038%12 -78.61 -34.55 -45.41 78.63 34.55 45.42 0.025%13 -45.81 -35.21 -79.35 45.82 35.21 79.32 0.038%14 0.00 -59.54 0.00 -0.00 59.54 0.00 0.001%15 -0.00 -59.60 -4.14 0.00 59.60 4.14 0.006%16 2.11 -59.54 -3.66 -2.11 59.54 3.65 0.011%17 3.58 -59.49 -2.07 -3.58 59.49 2.06 0.010%18 4.22 -59.54 0.00 -4.22 59.54 -0.00 0.011%19 3.59 -59.60 2.07 -3.58 59.60 -2.07 0.006%20 2.11 -59.54 3.66 -2.11 59.54 -3.66 0.006%21 0.00 -59.49 4.14 -0.00 59.49 -4.13 0.010%22 -2.11 -59.54 3.66 2.11 59.54 -3.65 0.011%23 -3.59 -59.60 2.07 3.58 59.60 -2.07 0.006%24 -4.22 -59.54 -0.00 4.22 59.54 0.00 0.011%25 -3.58 -59.49 -2.07 3.58 59.49 2.07 0.010%26 -2.11 -59.54 -3.66 2.11 59.54 3.66 0.005%27 -0.00 -30.04 -11.24 0.00 30.04 11.23 0.017%28 5.65 -29.96 -9.79 -5.65 29.96 9.79 0.012%
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
35 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
LoadComb.
Sum of Applied Forces Sum of Reactions% ErrorPX
KPYK
PZK
PXK
PYK
PZK
29 9.70 -29.88 -5.60 -9.70 29.88 5.60 0.007%30 11.31 -29.96 0.00 -11.30 29.96 -0.00 0.012%31 9.73 -30.04 5.62 -9.72 30.04 -5.62 0.017%32 5.66 -29.96 9.80 -5.65 29.96 -9.80 0.012%33 0.00 -29.88 11.21 -0.00 29.88 -11.21 0.003%34 -5.65 -29.96 9.79 5.65 29.96 -9.79 0.012%35 -9.73 -30.04 5.62 9.72 30.04 -5.61 0.017%36 -11.31 -29.96 -0.00 11.30 29.96 0.01 0.012%37 -9.70 -29.88 -5.61 9.70 29.88 5.61 0.003%38 -5.66 -29.96 -9.80 5.66 29.96 9.79 0.012%
Non-Linear Convergence Results
LoadCombination
Converged? Numberof Cycles
DisplacementTolerance
ForceTolerance
1 Yes 6 0.00000001 0.000254952 Yes 24 0.00015360 0.000220533 Yes 23 0.00022014 0.000275344 Yes 14 0.00015223 0.000240475 Yes 23 0.00022050 0.000280186 Yes 24 0.00015367 0.000224667 Yes 23 0.00021952 0.000295778 Yes 14 0.00017099 0.000273519 Yes 23 0.00022051 0.0002756310 Yes 24 0.00015336 0.0002150311 Yes 23 0.00022088 0.0002808212 Yes 14 0.00017400 0.0002924013 Yes 23 0.00021954 0.0002962414 Yes 7 0.00000001 0.0000617615 Yes 11 0.00000001 0.0000457616 Yes 10 0.00000001 0.0000811717 Yes 10 0.00000001 0.0000729818 Yes 10 0.00000001 0.0000819519 Yes 11 0.00000001 0.0000483520 Yes 11 0.00000001 0.0000477921 Yes 10 0.00000001 0.0000770722 Yes 10 0.00000001 0.0000819423 Yes 11 0.00000001 0.0000467524 Yes 10 0.00000001 0.0000814525 Yes 10 0.00000001 0.0000726926 Yes 11 0.00000001 0.0000443227 Yes 12 0.00000001 0.0001184328 Yes 12 0.00000001 0.0000778829 Yes 10 0.00000001 0.0000656630 Yes 12 0.00000001 0.0000812931 Yes 12 0.00000001 0.0001232832 Yes 12 0.00000001 0.0000955433 Yes 11 0.00000001 0.0000723934 Yes 12 0.00000001 0.0000770135 Yes 12 0.00000001 0.0001144636 Yes 12 0.00000001 0.0000794737 Yes 11 0.00000001 0.0000787638 Yes 12 0.00000001 0.00009205
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
36 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Maximum Tower Deflections - Service Wind
SectionNo.
Elevation
ft
Horz.Deflection
in
Gov.Load
Comb.
Tilt
°
Twist
°T1 235 - 220 1.921 33 0.0328 0.2504T2 220 - 200 1.828 33 0.0251 0.2540T3 200 - 180 1.704 33 0.0305 0.2603T4 180 - 160 1.577 33 0.0334 0.2683T5 160 - 140 1.424 33 0.0337 0.2663T6 140 - 120 1.302 33 0.0300 0.2668T7 120 - 100 1.162 33 0.0347 0.2593T8 100 - 80 1.033 29 0.0250 0.2498T9 80 - 60 0.929 29 0.0311 0.2390T10 60 - 40 0.774 27 0.0423 0.2257T11 40 - 20 0.583 28 0.0539 0.2133T12 20 - 6.66667 0.323 28 0.0702 0.1970T13 6.66667 - 0 0.111 28 0.0775 0.1730
Critical Deflections and Radius of Curvature - Service Wind
Elevation
ft
Appurtenance Gov.Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius ofCurvature
ft235.00 Beacon 33 1.921 0.0328 0.2504 Inf226.02 Guy 33 1.865 0.0271 0.2522 Inf215.00 BXA-70080-8CF-2 w/ Mount Pipe 33 1.797 0.0252 0.2561 859670196.61 Guy 33 1.683 0.0314 0.2598 346393195.00 741 989 w/Mount Pipe 33 1.674 0.0318 0.2601 660720160.00 Work Platform 33 1.424 0.0337 0.2663 69888156.61 Guy 33 1.401 0.0329 0.2662 83898117.50 Sidemarker 33 1.144 0.0340 0.2581 235393106.69 Guy 29 1.072 0.0280 0.2530 11583480.00 Work Platform 29 0.929 0.0311 0.2390 5415956.61 Guy 27 0.744 0.0440 0.2234 216082
Maximum Tower Deflections - Design Wind
SectionNo.
Elevation
ft
Horz.Deflection
in
Gov.Load
Comb.
Tilt
°
Twist
°T1 235 - 220 40.039 10 0.8129 0.9251T2 220 - 200 37.559 10 0.7496 0.9704T3 200 - 180 34.269 6 0.7907 1.0458T4 180 - 160 31.015 6 0.8039 1.1169T5 160 - 140 27.585 6 0.7843 1.1264T6 140 - 120 24.516 6 0.7284 1.1503T7 120 - 100 21.388 6 0.7478 1.1359T8 100 - 80 18.414 2 0.6585 1.1098T9 80 - 60 15.655 2 0.7100 1.0829T10 60 - 40 12.435 2 0.8121 1.0339T11 40 - 20 8.888 2 0.9225 0.9821T12 20 - 6.66667 4.716 2 1.0670 0.9131
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
37 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Horz.Deflection
in
Gov.Load
Comb.
Tilt
°
Twist
°T13 6.66667 - 0 1.605 2 1.1297 0.8181
Critical Deflections and Radius of Curvature - Design Wind
Elevation
ft
Appurtenance Gov.Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius ofCurvature
ft235.00 Beacon 10 40.039 0.8129 0.9251 205285226.02 Guy 10 38.555 0.7661 0.9515 114259215.00 BXA-70080-8CF-2 w/ Mount Pipe 10 36.731 0.7505 0.9875 155532196.61 Guy 6 33.725 0.7973 1.0603 118380195.00 741 989 w/Mount Pipe 6 33.467 0.7995 1.0671 64524160.00 Work Platform 6 27.585 0.7843 1.1264 7281156.61 Guy 6 27.042 0.7735 1.1295 8424117.50 Sidemarker 6 21.000 0.7407 1.1325 19627106.69 Guy 2 19.371 0.6852 1.1181 1214680.00 Work Platform 2 15.655 0.7100 1.0829 684356.61 Guy 2 11.860 0.8289 1.0247 21705
Bolt Design Data
SectionNo.
Elevation
ft
ComponentType
BoltGrade
Bolt Size
in
NumberOf
Bolts
MaximumLoad per
BoltK
AllowableLoad
K
RatioLoad
Allowable
AllowableRatio
Criteria
T1 235 Leg A325N 0.7500 3 2.55 29.820.086
1 Bolt Tension
T2 220 Leg A325N 0.7500 3 3.52 29.820.118
1 Bolt Tension
T3 200 Leg A325N 0.7500 3 4.57 29.820.153
1 Bolt Tension
T4 180 Leg A325N 0.7500 3 6.17 29.820.207
1 Bolt Tension
T5 160 Leg A325N 0.7500 3 5.49 29.820.184
1 Bolt Tension
T6 140 Leg A325N 0.7500 3 5.84 29.820.196
1 Bolt Tension
T7 120 Leg A325N 0.7500 3 6.88 29.820.231
1 Bolt Tension
T8 100 Leg A325N 0.7500 3 7.59 29.820.254
1 Bolt Tension
T9 80 Leg A325N 0.7500 3 6.91 29.820.232
1 Bolt Tension
T10 60 Leg A325N 0.7500 3 9.07 29.820.304
1 Bolt Tension
T11 40 Leg A325N 0.7500 3 8.92 29.820.299
1 Bolt Tension
Guy Design Data
SectionNo.
Elevation
ft
Size InitialTension
K
BreakingLoad
K
ActualTu
K
AllowableTn
K
RequiredS.F.
ActualS.F.
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
38 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Size InitialTension
K
BreakingLoad
K
ActualTu
K
AllowableTn
K
RequiredS.F.
ActualS.F.
T1 226.02 (A)(507)
7/8 EHS 7.97 79.70 43.96 47.82 1.0001.088
226.02 (B)(506)
7/8 EHS 7.97 79.70 43.95 47.82 1.0001.088
226.02 (C)(502)
7/8 EHS 7.97 79.70 43.93 47.82 1.0001.089
T3 196.61 (A)(513)
3/4 EHS 4.66 58.30 31.57 34.98 1.0001.108
196.61 (B)(512)
3/4 EHS 4.66 58.30 31.55 34.98 1.0001.109
196.61 (C)(508)
3/4 EHS 4.66 58.30 31.52 34.98 1.0001.110
T5 156.61 (A)(519)
5/8 EHS 2.97 42.40 23.61 25.44 1.0001.078
156.61 (B)(518)
5/8 EHS 2.97 42.40 23.60 25.44 1.0001.078
156.61 (C)(514)
5/8 EHS 2.97 42.40 23.57 25.44 1.0001.080
T7 106.69 (A)(525)
5/8 EHS 3.39 42.40 22.89 25.44 1.0001.112
106.69 (B)(524)
5/8 EHS 3.39 42.40 22.89 25.44 1.0001.111
106.69 (C)(520)
5/8 EHS 3.39 42.40 22.88 25.44 1.0001.112
T10 56.61 (A)(531)
1/2 EHS 4.04 26.90 14.04 16.14 1.0001.149
56.61 (B) (530) 1/2 EHS 4.04 26.90 14.04 16.14 1.0001.150
56.61 (C) (526) 1/2 EHS 4.04 26.90 14.04 16.14 1.0001.149
Compression Checks
Leg Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3/4 15.00 2.97 81.4K=1.00
2.4053 -29.86 66.70 0.448 1
T2 220 - 200 1 3/4 20.00 3.31 90.7K=1.00
2.4053 -32.91 59.34 0.555 1
T3 200 - 180 1 3/4 20.00 3.31 90.7K=1.00
2.4053 -41.45 59.34 0.698 1
T4 180 - 160 1 3/4 20.00 3.31 90.7K=1.00
2.4053 -52.10 59.34 0.878 1
T5 160 - 140 1 3/4 20.00 3.31 90.7K=1.00
2.4053 -60.71 59.34 1.023 1
4.8.1 (1.02 CR) - 163/5T6 140 - 120 1 3/4 20.00 3.31 90.7
K=1.002.4053 -50.46 59.34 0.850 1
T7 120 - 100 2 20.00 3.31 79.3 3.1416 -73.55 89.23 0.824 1
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
39 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
K=1.00
T8 100 - 80 2 20.00 3.31 79.3K=1.00
3.1416 -67.63 89.23 0.758 1
T9 80 - 60 2 20.00 3.31 79.3K=1.00
3.1416 -69.47 89.23 0.779 1
T10 60 - 40 2 20.00 3.31 79.3K=1.00
3.1416 -81.20 89.23 0.910 1
T11 40 - 20 2 1/4 20.00 3.31 70.5K=1.00
3.9761 -84.50 124.38 0.679 1
T12 20 - 6.66667 2 1/4 13.33 3.31 70.7K=1.00
3.9761 -79.14 124.19 0.637 1
T13 6.66667 - 0 2 1/4 7.00 1.98 42.3K=1.00
3.9761 -70.18 157.00 0.447 1
1P u / Pn controls
Diagonal Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 1/4 4.72 4.53 121.8K=0.70
1.2272 -10.25 18.21 0.563 1
T2 220 - 200 1 1/4 4.94 4.74 127.5K=0.70
1.2272 -8.56 16.90 0.507 1
T3 200 - 180 1 1/4 4.94 4.74 127.5K=0.70
1.2272 -7.10 16.90 0.420 1
T4 180 - 160 1 1/4 4.94 4.74 127.5K=0.70
1.2272 -6.03 16.90 0.357 1
T5 160 - 140 1 1/4 4.94 4.74 127.5K=0.70
1.2272 -6.81 16.90 0.403 1
T6 140 - 120 1 1/4 4.94 4.74 127.5K=0.70
1.2272 -3.59 16.90 0.213 1
T7 120 - 100 1 1/4 4.94 4.71 126.7K=0.70
1.2272 -7.38 17.07 0.432 1
T8 100 - 80 1 1/4 4.94 4.71 126.7K=0.70
1.2272 -6.23 17.07 0.365 1
T9 80 - 60 1 1/4 4.94 4.71 126.7K=0.70
1.2272 -3.86 17.07 0.226 1
T10 60 - 40 1 1/4 4.94 4.71 126.7K=0.70
1.2272 -6.14 17.07 0.360 1
T11 40 - 20 1 1/4 4.94 4.69 126.0K=0.70
1.2272 -3.12 17.24 0.181 1
T12 20 - 6.66667 1 1/4 4.94 4.69 126.1K=0.70
1.2272 -5.12 17.21 0.297 1
1P u / Pn controls
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
40 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Horizontal Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 118.4K=0.70
0.7854 -0.52 12.16 0.043 1
T2 220 - 200 1 3.67 3.52 118.4K=0.70
0.7854 -2.73 12.16 0.224 1
T3 200 - 180 1 3.67 3.52 118.4K=0.70
0.7854 -1.43 12.16 0.118 1
T4 180 - 160 1 3.67 3.52 118.4K=0.70
0.7854 -0.90 12.16 0.074 1
T5 160 - 140 1 3.67 3.52 118.4K=0.70
0.7854 -1.05 12.16 0.086 1
T6 140 - 120 1 3.67 3.52 118.4K=0.70
0.7854 -0.87 12.16 0.072 1
T7 120 - 100 1 3.67 3.50 117.7K=0.70
0.7854 -1.27 12.27 0.104 1
T8 100 - 80 1 3.67 3.50 117.7K=0.70
0.7854 -1.17 12.27 0.095 1
T9 80 - 60 1 3.67 3.50 117.7K=0.70
0.7854 -1.20 12.27 0.098 1
T10 60 - 40 1 3.67 3.50 117.7K=0.70
0.7854 -1.41 12.27 0.115 1
T11 40 - 20 1 3.67 3.48 117.0K=0.70
0.7854 -1.46 12.38 0.118 1
T12 20 - 6.66667 1 3.67 3.48 117.0K=0.70
0.7854 -1.37 12.38 0.111 1
T13 6.66667 - 0 9 x 3/8 2.35 2.17 240.3K=1.00
3.3750 -0.39 13.21 0.030 1
KL/R > 200 (C) - 500
1P u / Pn controls
Top Girt Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 118.4K=0.70
0.7854 -4.35 12.16 0.358 1
T2 220 - 200 1 3.67 3.52 118.4K=0.70
0.7854 -1.47 12.16 0.121 1
T3 200 - 180 1 3.67 3.52 118.4K=0.70
0.7854 -1.21 12.16 0.099 1
T4 180 - 160 1 3.67 3.52 118.4K=0.70
0.7854 -0.37 12.16 0.031 1
T5 160 - 140 1 3.67 3.52 118.4K=0.70
0.7854 -1.23 12.16 0.101 1
T6 140 - 120 1 3.67 3.52 118.4 0.7854 -0.03 12.16 0.003 1
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
41 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
K=0.70
T7 120 - 100 1 3.67 3.50 117.7K=0.70
0.7854 -0.67 12.27 0.054 1
T8 100 - 80 1 3.67 3.50 117.7K=0.70
0.7854 -0.50 12.27 0.041 1
T9 80 - 60 1 3.67 3.50 117.7K=0.70
0.7854 -0.05 12.27 0.004 1
T10 60 - 40 1 3.67 3.50 117.7K=0.70
0.7854 -0.56 12.27 0.046 1
T11 40 - 20 1 3.67 3.48 117.0K=0.70
0.7854 -0.01 12.38 0.001 1
T12 20 - 6.66667 1 3.67 3.48 117.0K=0.70
0.7854 -0.28 12.38 0.022 1
1P u / Pn controls
Bottom Girt Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 118.4K=0.70
0.7854 -1.30 12.16 0.107 1
T2 220 - 200 1 3.67 3.52 118.4K=0.70
0.7854 -1.13 12.16 0.093 1
T3 200 - 180 1 3.67 3.52 118.4K=0.70
0.7854 -0.08 12.16 0.006 1
T4 180 - 160 1 3.67 3.52 118.4K=0.70
0.7854 -0.87 12.16 0.072 1
T5 160 - 140 1 3.67 3.52 118.4K=0.70
0.7854 -0.39 12.16 0.032 1
T6 140 - 120 1 3.67 3.52 118.4K=0.70
0.7854 -0.32 12.16 0.026 1
T7 120 - 100 1 3.67 3.50 117.7K=0.70
0.7854 -0.82 12.27 0.067 1
T8 100 - 80 1 3.67 3.50 117.7K=0.70
0.7854 -0.26 12.27 0.021 1
T9 80 - 60 1 3.67 3.50 117.7K=0.70
0.7854 -0.30 12.27 0.024 1
T10 60 - 40 1 3.67 3.50 117.7K=0.70
0.7854 -0.29 12.27 0.024 1
T11 40 - 20 1 3.67 3.48 117.0K=0.70
0.7854 -0.00 12.38 0.000 1
T13 6.66667 - 0 12x3/8 0.28 0.09 9.7K=1.00
4.5000 -6.77 145.08 0.047 1
1P u / Pn controls
Reviewed For Code Compliance
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88682-A_(478-132)_Varnamtown
Page
42 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Tension Checks
Leg Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3/4 15.00 2.97 81.4 2.4053 24.50 108.24 0.226 1
1P u / Pn controls
Diagonal Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 1/4 4.72 4.53 174.0 1.2272 10.25 39.76 0.258 1
T2 220 - 200 1 1/4 4.94 4.74 182.1 1.2272 8.40 39.76 0.211 1
T3 200 - 180 1 1/4 4.94 4.74 182.1 1.2272 6.89 39.76 0.173 1
T4 180 - 160 1 1/4 4.94 4.74 182.1 1.2272 5.71 39.76 0.144 1
T5 160 - 140 1 1/4 4.94 4.74 182.1 1.2272 6.60 39.76 0.166 1
T6 140 - 120 1 1/4 4.94 4.74 182.1 1.2272 3.14 39.76 0.079 1
T7 120 - 100 1 1/4 4.94 4.71 181.1 1.2272 6.87 39.76 0.173 1
T8 100 - 80 1 1/4 4.94 4.71 181.1 1.2272 5.70 39.76 0.143 1
T9 80 - 60 1 1/4 4.94 4.71 181.1 1.2272 3.25 39.76 0.082 1
T10 60 - 40 1 1/4 4.94 4.71 181.1 1.2272 5.46 39.76 0.137 1
T11 40 - 20 1 1/4 4.94 4.69 180.0 1.2272 2.11 39.76 0.053 1
T12 20 - 6.66667 1 1/4 4.94 4.69 180.1 1.2272 4.65 39.76 0.117 1
1P u / Pn controls
Horizontal Design Data (Tension)
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
43 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 169.2 0.7854 6.77 25.45 0.266 1
T2 220 - 200 1 3.67 3.52 169.2 0.7854 2.85 25.45 0.112 1
T3 200 - 180 1 3.67 3.52 169.2 0.7854 5.29 25.45 0.208 1
T4 180 - 160 1 3.67 3.52 169.2 0.7854 0.90 25.45 0.035 1
T5 160 - 140 1 3.67 3.52 169.2 0.7854 4.50 25.45 0.177 1
T6 140 - 120 1 3.67 3.52 169.2 0.7854 0.87 25.45 0.034 1
T7 120 - 100 1 3.67 3.50 168.2 0.7854 4.94 25.45 0.194 1
T8 100 - 80 1 3.67 3.50 168.2 0.7854 1.17 25.45 0.046 1
T9 80 - 60 1 3.67 3.50 168.2 0.7854 1.20 25.45 0.047 1
T10 60 - 40 1 3.67 3.50 168.2 0.7854 3.40 25.45 0.133 1
T11 40 - 20 1 3.67 3.48 167.2 0.7854 1.46 25.45 0.058 1
T12 20 - 6.66667 1 3.67 3.48 167.2 0.7854 1.37 25.45 0.054 1
T13 6.66667 - 0 9 x 3/8 1.32 1.13 125.0 3.3750 0.06 109.35 0.001 1
1P u / Pn controls
Top Girt Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 169.2 0.7854 4.35 25.45 0.171 1
T2 220 - 200 1 3.67 3.52 169.2 0.7854 1.56 25.45 0.061 1
T3 200 - 180 1 3.67 3.52 169.2 0.7854 1.29 25.45 0.051 1
T4 180 - 160 1 3.67 3.52 169.2 0.7854 0.45 25.45 0.018 1
T5 160 - 140 1 3.67 3.52 169.2 0.7854 1.33 25.45 0.052 1
T6 140 - 120 1 3.67 3.52 169.2 0.7854 0.13 25.45 0.005 1
T7 120 - 100 1 3.67 3.50 168.2 0.7854 0.82 25.45 0.032 1
T8 100 - 80 1 3.67 3.50 168.2 0.7854 0.70 25.45 0.028 1
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
44 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T9 80 - 60 1 3.67 3.50 168.2 0.7854 0.24 25.45 0.009 1
T10 60 - 40 1 3.67 3.50 168.2 0.7854 0.80 25.45 0.031 1
T11 40 - 20 1 3.67 3.48 167.2 0.7854 0.28 25.45 0.011 1
T12 20 - 6.66667 1 3.67 3.48 167.2 0.7854 0.60 25.45 0.024 1
T13 6.66667 - 0 12x3/8 3.39 3.21 355.5 4.5000 2.71 145.80 0.019 1
1P u / Pn controls
Bottom Girt Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 1 3.67 3.52 169.2 0.7854 1.34 25.45 0.052 1
T2 220 - 200 1 3.67 3.52 169.2 0.7854 1.21 25.45 0.048 1
T3 200 - 180 1 3.67 3.52 169.2 0.7854 0.18 25.45 0.007 1
T4 180 - 160 1 3.67 3.52 169.2 0.7854 1.01 25.45 0.040 1
T5 160 - 140 1 3.67 3.52 169.2 0.7854 0.49 25.45 0.019 1
T6 140 - 120 1 3.67 3.52 169.2 0.7854 0.46 25.45 0.018 1
T7 120 - 100 1 3.67 3.50 168.2 0.7854 1.01 25.45 0.040 1
T8 100 - 80 1 3.67 3.50 168.2 0.7854 0.49 25.45 0.019 1
T9 80 - 60 1 3.67 3.50 168.2 0.7854 0.50 25.45 0.020 1
T10 60 - 40 1 3.67 3.50 168.2 0.7854 0.55 25.45 0.022 1
T11 40 - 20 1 3.67 3.48 167.2 0.7854 0.34 25.45 0.013 1
T12 20 - 6.66667 1 3.67 3.48 167.2 0.7854 10.59 25.45 0.416 1
T13 6.66667 - 0 12x3/8 0.28 0.09 9.7 4.5000 5.84 145.80 0.040 1
1P u / Pn controls
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
45 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
Top Guy Pull-Off Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 235 - 220 3x3/8 3.67 3.52 390.7 1.1250 9.70 36.45 0.266 1
T3 200 - 180 3x3/8 3.67 3.52 390.7 1.1250 7.58 36.45 0.208 1
T5 160 - 140 3x3/8 3.67 3.52 390.7 1.1250 6.44 36.45 0.177 1
T7 120 - 100 3x3/8 3.67 3.50 388.3 1.1250 7.08 36.45 0.194 1
T10 60 - 40 3x3/8 3.67 3.50 388.3 1.1250 4.86 36.45 0.133 1
1P u / Pn controls
Top Guy Pull-Off Bending Design Data
SectionNo.
Elevation
ft
Size Mux
kip-ft
Mnx
kip-ft
RatioMux
Mnx
Muy
kip-ft
Mny
kip-ft
RatioMuy
Mny
T1 235 - 220 3x3/8 0.00 2.28 0.000 0.00 0.28 0.000T3 200 - 180 3x3/8 0.00 2.28 0.000 0.00 0.28 0.000T5 160 - 140 3x3/8 0.00 2.28 0.000 0.00 0.28 0.000T7 120 - 100 3x3/8 0.00 2.28 0.000 0.00 0.28 0.000
T10 60 - 40 3x3/8 0.00 2.28 0.000 0.00 0.28 0.000
Top Guy Pull-Off Interaction Design Data
SectionNo.
Elevation
ft
Size RatioPu
Pn
RatioMux
Mnx
RatioMuy
Mny
Comb.StressRatio
Allow.StressRatio
Criteria
T1 235 - 220 3x3/8 0.266 0.000 0.000 0.266 1 1.0004.8.1
T3 200 - 180 3x3/8 0.208 0.000 0.000 0.208 1 1.0004.8.1
T5 160 - 140 3x3/8 0.177 0.000 0.000 0.177 1 1.0004.8.1
T7 120 - 100 3x3/8 0.194 0.000 0.000 0.194 1 1.0004.8.1
T10 60 - 40 3x3/8 0.133 0.000 0.000 0.133 1 1.0004.8.1
1P u / Pn controls
Section Capacity Table
SectionNo.
Elevationft
ComponentType
Size CriticalElement
PK
øPallow
K%
CapacityPassFail
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
46 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Size CriticalElement
PK
øPallow
K%
CapacityPassFail
T1 235 - 220 Leg 1 3/4 2 -29.86 66.70 44.8 PassT2 220 - 200 Leg 1 3/4 38 -32.91 59.34 55.5 PassT3 200 - 180 Leg 1 3/4 80 -41.45 59.34 69.8 PassT4 180 - 160 Leg 1 3/4 121 -52.10 59.34 87.8 PassT5 160 - 140 Leg 1 3/4 163 -60.71 59.34 102.3 FailT6 140 - 120 Leg 1 3/4 205 -50.46 59.34 85.0 PassT7 120 - 100 Leg 2 248 -73.55 89.23 82.4 PassT8 100 - 80 Leg 2 291 -67.63 89.23 75.8 PassT9 80 - 60 Leg 2 333 -69.47 89.23 77.9 Pass
T10 60 - 40 Leg 2 375 -81.20 89.23 91.0 PassT11 40 - 20 Leg 2 1/4 416 -84.50 124.38 67.9 PassT12 20 - 6.66667 Leg 2 1/4 458 -79.14 124.19 63.7 PassT13 6.66667 - 0 Leg 2 1/4 489 -70.18 157.00 44.7 PassT1 235 - 220 Diagonal 1 1/4 23 -10.25 18.21 56.3 PassT2 220 - 200 Diagonal 1 1/4 76 -8.56 16.90 50.7 PassT3 200 - 180 Diagonal 1 1/4 119 -7.10 16.90 42.0 PassT4 180 - 160 Diagonal 1 1/4 131 -6.03 16.90 35.7 PassT5 160 - 140 Diagonal 1 1/4 204 -6.81 16.90 40.3 PassT6 140 - 120 Diagonal 1 1/4 216 -3.59 16.90 21.3 PassT7 120 - 100 Diagonal 1 1/4 262 -7.38 17.07 43.2 PassT8 100 - 80 Diagonal 1 1/4 329 -6.23 17.07 36.5 PassT9 80 - 60 Diagonal 1 1/4 340 -3.86 17.07 22.6 Pass
T10 60 - 40 Diagonal 1 1/4 407 -6.14 17.07 36.0 PassT11 40 - 20 Diagonal 1 1/4 424 -3.12 17.24 18.1 PassT12 20 - 6.66667 Diagonal 1 1/4 466 -5.12 17.21 29.7 PassT1 235 - 220 Horizontal 1 19 6.77 25.45 26.6 PassT2 220 - 200 Horizontal 1 74 -2.73 12.16 22.4 PassT3 200 - 180 Horizontal 1 117 5.29 25.45 20.8 PassT4 180 - 160 Horizontal 1 133 -0.90 12.16 7.4 PassT5 160 - 140 Horizontal 1 201 4.50 25.45 17.7 PassT6 140 - 120 Horizontal 1 223 -0.87 12.16 7.2 PassT7 120 - 100 Horizontal 1 265 4.94 25.45 19.4 PassT8 100 - 80 Horizontal 1 302 -1.17 12.27 9.5 PassT9 80 - 60 Horizontal 1 350 -1.20 12.27 9.8 Pass
T10 60 - 40 Horizontal 1 411 3.40 25.45 13.3 PassT11 40 - 20 Horizontal 1 428 -1.46 12.38 11.8 PassT12 20 - 6.66667 Horizontal 1 469 -1.37 12.38 11.1 PassT13 6.66667 - 0 Horizontal 9 x 3/8 496 0.06 109.35 3.5 PassT1 235 - 220 Top Girt 1 5 -4.35 12.16 35.8 PassT2 220 - 200 Top Girt 1 42 -1.47 12.16 12.1 PassT3 200 - 180 Top Girt 1 83 -1.21 12.16 9.9 PassT4 180 - 160 Top Girt 1 125 -0.37 12.16 3.1 PassT5 160 - 140 Top Girt 1 168 -1.23 12.16 10.1 PassT6 140 - 120 Top Girt 1 208 0.13 25.45 0.5 PassT7 120 - 100 Top Girt 1 252 -0.67 12.27 5.4 PassT8 100 - 80 Top Girt 1 293 -0.50 12.27 4.1 PassT9 80 - 60 Top Girt 1 334 0.24 25.45 0.9 Pass
T10 60 - 40 Top Girt 1 378 -0.56 12.27 4.6 PassT11 40 - 20 Top Girt 1 419 0.28 25.45 1.1 PassT12 20 - 6.66667 Top Girt 1 462 0.60 25.45 2.4 PassT13 6.66667 - 0 Top Girt 12x3/8 490 2.71 145.80 1.9 PassT1 235 - 220 Bottom Girt 1 9 -1.30 12.16 10.7 PassT2 220 - 200 Bottom Girt 1 44 -1.13 12.16 9.3 PassT3 200 - 180 Bottom Girt 1 87 0.18 25.45 0.7 PassT4 180 - 160 Bottom Girt 1 128 -0.87 12.16 7.2 PassT5 160 - 140 Bottom Girt 1 169 -0.39 12.16 3.2 PassT6 140 - 120 Bottom Girt 1 213 -0.32 12.16 2.6 PassT7 120 - 100 Bottom Girt 1 253 -0.82 12.27 6.7 PassT8 100 - 80 Bottom Girt 1 296 -0.26 12.27 2.1 PassT9 80 - 60 Bottom Girt 1 339 -0.30 12.27 2.4 Pass
T10 60 - 40 Bottom Girt 1 380 -0.29 12.27 2.4 Pass
Reviewed For Code Compliance
ttnnxxTToowweerrJob
88682-A_(478-132)_Varnamtown
Page
47 of 47
Velocitel, Inc., d.b.a. FDHVelocitel
6521 Meridien Drive, Suite 107
Project
16PSPB1400 (R1)
Date
14:40:13 08/31/16
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
High Performance Services LLCDesigned by
ZShepherd
SectionNo.
Elevationft
ComponentType
Size CriticalElement
PK
øPallow
K%
CapacityPassFail
T11 40 - 20 Bottom Girt 1 423 0.34 25.45 1.3 PassT12 20 - 6.66667 Bottom Girt 1 463 10.59 25.45 41.6 PassT13 6.66667 - 0 Bottom Girt 12x3/8 493 -6.38 145.08 8.0 PassT1 235 - 220 Guy [email protected] 7/8 507 43.96 47.82 91.9 PassT3 200 - 180 Guy [email protected] 3/4 513 31.57 34.98 90.2 PassT5 160 - 140 Guy [email protected] 5/8 519 23.61 25.44 92.8 PassT7 120 - 100 Guy [email protected] 5/8 525 22.89 25.44 90.0 Pass
T10 60 - 40 Guy [email protected] 1/2 531 14.04 16.14 87.0 PassT1 235 - 220 Guy [email protected] 7/8 506 43.95 47.82 91.9 PassT3 200 - 180 Guy [email protected] 3/4 512 31.55 34.98 90.2 PassT5 160 - 140 Guy [email protected] 5/8 518 23.60 25.44 92.8 PassT7 120 - 100 Guy [email protected] 5/8 524 22.89 25.44 90.0 Pass
T10 60 - 40 Guy [email protected] 1/2 530 14.04 16.14 87.0 PassT1 235 - 220 Guy [email protected] 7/8 502 43.93 47.82 91.9 PassT3 200 - 180 Guy [email protected] 3/4 508 31.52 34.98 90.1 PassT5 160 - 140 Guy [email protected] 5/8 514 23.57 25.44 92.6 PassT7 120 - 100 Guy [email protected] 5/8 520 22.88 25.44 89.9 Pass
T10 60 - 40 Guy [email protected] 1/2 526 14.04 16.14 87.0 PassT1 235 - 220 Top Guy
[email protected]/8 503 9.70 36.45 26.6 Pass
T3 200 - 180 Top [email protected]
3x3/8 511 7.58 36.45 20.8 Pass
T5 160 - 140 Top [email protected]
3x3/8 517 6.44 36.45 17.7 Pass
T7 120 - 100 Top [email protected]
3x3/8 521 7.08 36.45 19.4 Pass
T10 60 - 40 Top [email protected]
3x3/8 529 4.86 36.45 13.3 Pass
SummaryLeg (T5) 102.3 FailDiagonal
(T1)56.3 Pass
Horizontal(T1)
26.6 Pass
Top Girt(T1)
35.8 Pass
Bottom Girt(T12)
41.6 Pass
Guy A (T5) 92.8 PassGuy B (T5) 92.8 PassGuy C (T5) 92.6 Pass
Top GuyPull-Off
(T1)
26.6 Pass
Bolt Checks 30.4 PassRATING = 102.3 Fail
Program Version 7.0.5.1 - 2/1/2016 File://fdh-server/Projects/2016 Effective - Client Jobs/HIGHPE_High Performance Services LLC/NC/88682-A -
ATA-Varnamtown (478-132)/16PSPB1400-STAGOO_ATT/R.1/Analysis/ReportedTower/478-132 Varnamtown.eri
Reviewed For Code Compliance
Version: 2.0
VersionDate: 6/24/2015
P rojectN o.
P rojectN am e
S iteID
Date
Code 4.5ft
27ft
Density Concrete 150 pcf Anchor 3.5ft
L ength 27 ft O uter
W idth 4 ft
T hickness 3.5 ft 4 ft 4 ft
DepthtoT opofBlock 4.5 ft
AnchorAnglefrom Grade 40 º
85 k
0.42 ft BoringL og 169.3 k
4 ft B-2 50.2% P ass
3 102 k
1 157.98 k
4 64.6% P ass
k
-
1 0.42 S 115 0.42 31 0 -
2 4 S 115 3.58 31 0 in2
3 4.5 S 115 0.5 31 0 ksi
4 8 S 115 3.5 31 0 0.8 -
5 N /A 0.0 k
6 N /A - M IS S IN G DA T A
7 N /A
8 N /A
M ustBeInt.>=1,<=7
T hickness
(ft)
U nitW eight
(pcf)S oilT ype(C/S )
Cohesion
(psf)
Friction
A ngle
(°)
Yes
S oilL ayersO K?
Guy A nchorBlockFoundationCalculator
FDH Velocitel--6521 M eridienDrive,R aleigh,N C 27616 --P h.919.755.1012 --Fax 919.755.1031
P artial
Allow ableU pliftL oad
AnchorU plift
U pliftCapacity
P roject& S iteDetails
Varnam tow n
16P S P B1400
S oilInform ation
A nchorBlockInform ation
"Full"forCrow nanalyses,
<<< "P artialforallothersunless
otherw isenoted.
88682-A (478-132)
AN S I/T IA-222-G
W ednesday,August31,2016
FrostDepth
W aterT ableDepth
# ofL ayersAboveAnchor:
Capacity
Allow ableL ateralL oad
AnchorL ateral
Capacity
Depthat
Bottom (ft)
L ateralCapacity
A nchorS haftCapacityL ayer
ConsiderL ateralP assiveP ressurew ithinthe
FrostDepth?
M ustBeInt.>=2,<=8
M ustBeInt.>=1,<=7# ofL ayersAdjacentAnchor:
T otal# ofL ayers:
AnchorT ype
N o.ofAnchors
AnchorT ension
Capacity
Allow ableT ension
Factor(L R FD)
YieldS trength,Fy
CrossS ectionalArea
m
f
Reviewed For Code Compliance
Version: 2.0
VersionDate: 6/24/2015
P rojectN o.
P rojectN am e
S iteID
Date
Code 4.5ft
27ft
Density Concrete 150 pcf Anchor 3.5ft
L ength 27 ft O uter
W idth 4 ft
T hickness 3.5 ft 4 ft 4 ft
DepthtoT opofBlock 4.5 ft
AnchorAnglefrom Grade 40 º
85 k
0.42 ft BoringL og 172.6 k
4 ft B-3 49.2% P ass
4 102 k
1 165.77 k
5 61.5% P ass
k
-
1 0.42 S 110 0.42 30 0 -
2 3.5 S 110 3.08 30 0 in2
3 4 S 115 0.5 33 0 ksi
4 4.5 S 115 0.5 33 0 0.8 -
5 8 S 115 3.5 33 0 0.0 k
6 N /A - M IS S IN G DA T A
7 N /A
8 N /A
M ustBeInt.>=1,<=7
T hickness
(ft)
U nitW eight
(pcf)S oilT ype(C/S )
Cohesion
(psf)
Friction
A ngle
(°)
Yes
S oilL ayersO K?
Guy A nchorBlockFoundationCalculator
FDH Velocitel--6521 M eridienDrive,R aleigh,N C 27616 --P h.919.755.1012 --Fax 919.755.1031
P artial
Allow ableU pliftL oad
AnchorU plift
U pliftCapacity
P roject& S iteDetails
Varnam tow n
16P S P B1400
S oilInform ation
A nchorBlockInform ation
"Full"forCrow nanalyses,
<<< "P artialforallothersunless
otherw isenoted.
88682-A (478-132)
AN S I/T IA-222-G
W ednesday,August31,2016
FrostDepth
W aterT ableDepth
# ofL ayersAboveAnchor:
Capacity
Allow ableL ateralL oad
AnchorL ateral
Capacity
Depthat
Bottom (ft)
L ateralCapacity
A nchorS haftCapacityL ayer
ConsiderL ateralP assiveP ressurew ithinthe
FrostDepth?
M ustBeInt.>=2,<=8
M ustBeInt.>=1,<=7# ofL ayersAdjacentAnchor:
T otal# ofL ayers:
AnchorT ype
N o.ofAnchors
AnchorT ension
Capacity
Allow ableT ension
Factor(L R FD)
YieldS trength,Fy
CrossS ectionalArea
m
f
Reviewed For Code Compliance
Version: 2.0
VersionDate: 6/24/2015
P rojectN o.
P rojectN am e
S iteID
Date
Code 4.5ft
27ft
Density Concrete 150 pcf Anchor 3.5ft
L ength 27 ft O uter
W idth 4 ft
T hickness 3.5 ft 4 ft 4 ft
DepthtoT opofBlock 4.5 ft
AnchorAnglefrom Grade 40 º
85 k
0.42 ft BoringL og 175.0 k
4 ft B-4 48.6% P ass
3 102 k
1 164.95 k
4 61.8% P ass
k
-
1 0.42 S 115 0.42 32 0 -
2 4 S 115 3.58 32 0 in2
3 4.5 S 115 0.5 32 0 ksi
4 8 S 115 3.5 32 0 0.8 -
5 N /A 0.0 k
6 N /A - M IS S IN G DA T A
7 N /A
8 N /A
M ustBeInt.>=1,<=7
T hickness
(ft)
U nitW eight
(pcf)S oilT ype(C/S )
Cohesion
(psf)
Friction
A ngle
(°)
Yes
S oilL ayersO K?
Guy A nchorBlockFoundationCalculator
FDH Velocitel--6521 M eridienDrive,R aleigh,N C 27616 --P h.919.755.1012 --Fax 919.755.1031
P artial
Allow ableU pliftL oad
AnchorU plift
U pliftCapacity
P roject& S iteDetails
Varnam tow n
16P S P B1400
S oilInform ation
A nchorBlockInform ation
"Full"forCrow nanalyses,
<<< "P artialforallothersunless
otherw isenoted.
88682-A (478-132)
AN S I/T IA-222-G
W ednesday,August31,2016
FrostDepth
W aterT ableDepth
# ofL ayersAboveAnchor:
Capacity
Allow ableL ateralL oad
AnchorL ateral
Capacity
Depthat
Bottom (ft)
L ateralCapacity
A nchorS haftCapacityL ayer
ConsiderL ateralP assiveP ressurew ithinthe
FrostDepth?
M ustBeInt.>=2,<=8
M ustBeInt.>=1,<=7# ofL ayersAdjacentAnchor:
T otal# ofL ayers:
AnchorT ype
N o.ofAnchors
AnchorT ension
Capacity
Allow ableT ension
Factor(L R FD)
YieldS trength,Fy
CrossS ectionalArea
m
f
Reviewed For Code Compliance
Version: 3.6
VersionDate: 5/20/2016
P rojectN o. R ev. 0 S hearL oad,VT N X 4 k
P rojectN ame AxialL oad,P T N X 184 k
S iteID
Date
Code
O verstressCapacity,S oil
O verstressCapacity,S teel
0.15
S quare
2.5 2.5ft
0.5 6in
10 10 ft
1.5 1.5ft
3 3 ft
N o
U ltimateBearingCapacity,N et 5 ksf
# ofL ayersAboveP ad 1 -
AverageS oilU nitW eight 110 pcf
S oilL ayerstopatT opofP ad T R U E Depth
W eightofConcrete 24.4 kAxialForce,P u 191.8 kAxialBearing S tress,qu 2.0 ksf
1 1.5 110 Allow able Bearing S tress, Φqn 3.0 ksf
2 BearingCapacity 66.7% P A S S
3
4
5 O ne-W ay CriticalS hear,Vcrit 49.3 k
6 N ominal S hear S trength, ΦVn 134.9 k
O ne-W ay S hearCapacity 36.5% P A S ST w o-W ay CriticalS hear,Vcrit 39.9 k
#7 N ominal S hear S trength, ΦVn 98.3 k
0.875 T w o-W ay S hearCapacity 40.6% P A S S
11 M omentatEdgeofP ier,M u 132.9 k-ft
3000 N ominal Flexural S trength, ΦM n 388.1 k-ft
3 S teelYielding?
60 P ad FlexuralCapacity 34.3% P A S S
#7 AxialCompressiveL oad,P u 184.0 k
0.875 N ominal Compressive S trength, ΦP n 1337.1 k
8 Com pressiveCapacity 13.8% P A S S
#4 R einforcementS tress,ft 3.6 ksi
0.5 Allow ableS tress,Ft 54.0 ksi
3 BendingCapacity 6.7% P A S S
P ierS teelCapacities
P ad S teelCapacities
T ow erR eactions
O K
S oilInform ation
P roject& S iteDetails
Foundation Inform ation
105%
kcf
110%
BoringL og
B-1
1.5'
HasisbeenM odified?
0
0
VelocitelEngineering,P L L C --6521 M eridienDrive,R aleigh,N C 27616 --P h.919.755.1012 --Fax 919.755.1031
AT A-Varnamtow n(478-132)
88682-A
W ednesday,August31,2016
AN S I/T IA-222-G
16P S P B1400
psi
-
in
-
S trengthofConcrete,fc'
N umberofHorizontalBars,n
P adBarDiameter,db
HorizontalBarS ize
ft
ft
1.5
P ad S teelInform ation
-
T otalU ltimateCompressiveR esistance
M odificationT ype
L ayer
T hickness
(ft)
U nit
W eight
(pcf)
Depth at
Bottom
(ft)
0
0
0
L ayer
-
in
-
ksi
in
P ierS teelInform ation
N umberofVerticalBars,nv
P ierBarDiameter,dv
VerticalBarS ize
YieldS trengthofS teel,Fy
ClearCover,ccpad
P ierS hape
Density Concrete
GuyedT ow erP ad& P ierCalculator
S oilBearingCapacity
P adBearing Depth,D
P adT hickness,T
P adW idth,W
P ierHeightAboveGrade,ext
ft
-
k
ft
ft
P ierW idth,d
ClearCover,ccpier
T ieBarDiameter,dt
T ieS ize
in
in
-
2.5 ft6 in
10 ft
10 ft
1.5 ft3 ft
Reviewed For Code Compliance