Structural Analysis for MasTec Network...
Transcript of Structural Analysis for MasTec Network...
Prepared By: Reviewed By:
Matthew Layden, EIProject Engineer I
Dennis D. Abel, PEDirector of Structural Engineering
NC License No. 32182FDH Velocitel Engineering, PLLC P-
1390
FDH Velocitel Engineering, PLLC6521 Meridien DriveRaleigh, NC, 27616
(919) [email protected]
February 03, 2017
Prepared pursuant to the ANSI/TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and 2012 North Carolina State Building Code (NCSBC)
STR-RPT-10100 RG-1.3.9
Structural Analysis forMasTec Network Solutions
300.0’ Self-Support Tower (300.0’ AGL)
Site Name: ATA-Green Swamp-ATCSite ID: 478-124
Site FA: 13087758Site Address: 3333 Makatoka Road, Supply, NC 28462
FDH Velocitel Engineering, PLLC Project Number 16PYHV1400 R1
Analysis ResultsTower Components 85.2% Sufficient
Foundation 65.6% Sufficient
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Structural Analysis ReportMasTec Network Solutions
Site ID: 478-124February 03, 2017
STR-RPT-10100 2
TABLE OF CONTENTS
EXECUTIVE SUMMARY.........................................................................................................................................................3
Conclusions .............................................................................................................................................................3
Recommendations ...................................................................................................................................................3
APPURTENANCE LISTING....................................................................................................................................................4
RESULTS................................................................................................................................................................................5
GENERAL COMMENTS .........................................................................................................................................................6
LIMITATIONS..........................................................................................................................................................................6
APPENDIX..............................................................................................................................................................................7
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Structural Analysis ReportMasTec Network Solutions
Site ID: 478-124February 03, 2017
STR-RPT-10100 3
EXECUTIVE SUMMARY
At the request of MasTec Network Solutions, FDH Velocitel Engineering, PLLC performed a structural analysis of theexisting Self-Support Tower located in Supply, 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 (NCSBC). Information pertaining to the antennaloading, current tower geometry, member sizes, and below grade parameters was obtained from:
Source Document Type Reference Date
Valmont Structures Tower & Foundation Drawings Eng. File No. A-123506-F-1011050 January 25, 2008GeoTechnologies, Inc. Geotechnical Report Project No. 1-07-1239-EA October 16, 2007
MasTec Network Solutions - - -
The basic design wind speed per the ANSI/TIA-222-G standard and 2012 NCSBC is 130 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 B, topographical factor of 1 with crest height of 0 ft, and Spectral Response Accelerations ofSS=0.379 and S1=0.117.
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 (NCSBC) provided theRecommendations below are satisifed. For a more detailed description of the analysis of the tower, see the Resultssection 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.
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Site ID: 478-124February 03, 2017
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
300(1) Andrew UMWD-06516-2DH(2) Andrew UMW-09015-2DH
(3) Kathrein 742 215(12) 1-5/8" AT&T 300 (3) T-Frames
2801
(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) 3/4” Fiber(1) 3/8” RET
ATMC 280 (3) 10’ T-Frames
1. ATMC reserved loading was considered in this analysis.
Proposed Carrier Final Loading:
AntennaElevation (ft.)
Description Feed Lines CarrierMount
Elevation (ft.)Mount Type
300
(1) Andrew UMWD-06516-2DH(2) Andrew UMW-09015-2DH
(3) Kathrein 742 215(3) KMW EPBQ-652L8H8
(3) Ericsson RRUS-11(1) Raycap DC6-48-60-18-8F
(12) 1-5/8"(2) DC Cables(1) Fiber Cable
(1) 3/8” RET
AT&T 300(3) 12' T-Frames (Kenwood P/N
T1671KT12)
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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 A572-50Bracing A36 & A572-50
Bracing Bolts A325Anchor Rods A687
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 300 - 290 Leg 1 3/4 19.5 PassT2 290 - 270 Leg 2 59.8 PassT3 270 - 260 Leg Pirod 195541 51.6 PassT4 260 - 240 Leg Pirod 195555 54.4 PassT5 240 - 220 Leg Pirod 195557 52.7 PassT6 220 - 200 Leg Pirod 195557 66.5 PassT7 200 - 180 Leg Pirod 195560 47.5 PassT8 180 - 160 Leg Pirod 195560 56.2 PassT9 160 - 140 Leg Pirod 211661 56.8 Pass
T10 140 - 120 Leg Pirod 208337 54.3 PassT11 120 - 100 Leg Pirod 208337 60.7 PassT12 100 - 80 Leg Pirod 208336 57.0 PassT13 80 - 60 Leg Valmont 208338 62.7 PassT14 60 - 40 Leg Valmont 208339 58.4 PassT15 40 - 20 Leg Valmont 208339 63.4 PassT16 20 - 0 Leg Valmont 214799 53.5 PassT1 300 - 290 Diagonal 3/4 66.9 PassT2 290 - 270 Diagonal 1 41.0 Pass
T3 270 - 260 Diagonal L2 1/2x2 1/2x3/1657.1
67.5 (b)Pass
T4 260 - 240 Diagonal L2 1/2x2 1/2x3/1666.9
68.1 (b)Pass
T5 240 - 220 Diagonal L3x3x3/1654.5
68.9 (b)Pass
T6 220 - 200 Diagonal L3x3x5/16 49.2 PassT7 200 - 180 Diagonal L3x3x5/16 64.8 PassT8 180 - 160 Diagonal L3 1/2x3 1/2x5/16 52.8 PassT9 160 - 140 Diagonal 2L4x4x1/4x1/2 33.3 Pass
T10 140 - 120 Diagonal 2L4x4x1/4x5/8 36.5 PassT11 120 - 100 Diagonal 2L4x4x1/4x5/8 43.1 PassT12 100 - 80 Diagonal 2L4x4x1/4x5/8 50.1 Pass
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Structural Analysis ReportMasTec Network Solutions
Site ID: 478-124February 03, 2017
STR-RPT-10100 6
Section No. Elevation (ft.) Component Type Size % Capacity Pass / Fail
T13 80 - 60 Diagonal 2L4x4x1/4x5/8 58.0 PassT14 60 - 40 Diagonal 2L4x4x1/4x5/8 67.3 PassT15 40 - 20 Diagonal 2L4x4x1/4x5/8 73.8 PassT16 20 - 0 Diagonal 2L4x4x1/4x5/8 85.2 PassT1 300 - 290 Horizontal 7/8 11.7 PassT2 290 - 270 Horizontal 7/8 21.5 PassT1 300 - 290 Top Girt 1 21.2 PassT2 290 - 270 Top Girt 1 19.0 PassT1 300 - 290 Bottom Girt 1 17.5 PassT2 290 - 270 Bottom Girt 1 25.7 Pass
Table 4 –Additional Structure Component Capacities
Elevation (ft.) Component % Capacity Pass / Fail Notes
0 Anchor Rods 53.7 Pass -0 Base Foundation (Reaction Comparison) 65.6 Pass 1
1. Current analysis reactions are within an allowable factor of 1.35 per the ANSI/TIA-222-G standard when the original design reactions are based on an allowable stressdesign.
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 MasTec Network Solutions to verify that the tower modeled and analyzedis the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to bemade 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.
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Structural Analysis ReportMasTec Network Solutions
Site ID: 478-124February 03, 2017
STR-RPT-10100 7
APPENDIX
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Site ID: 478-124February 03, 2017
STR-RPT-10100 8
Figure 1: Assumed Feed Line Layout
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Tower Analysis
FDH Velocitel6521 Meridien Drive, Suite 107Raleigh, North Carolina 27616
Phone: 9197551012FAX: 9197551031
Job:Green Swamp, NC, 478-124
Project: 16PYHV1400Client: Mastec Network Solutions Drawn by: MLayden App'd:
Code: TIA-222-G Date: 02/03/17 Scale: NTSPath:
\\fdh-server\Projects\2016 Effective - Client Jobs\NSOROL_MasTec Network Solutions\NC\478-124_Green Swamp\16PYHV1400-STASOO_ATT\R.1\Analysis\ReportedTower\Green Swamp Tower, NC 478-124.eri
Dwg No. E-1
300.0 ft
290.0 ft
270.0 ft
260.0 ft
240.0 ft
220.0 ft
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
40.0 ft
20.0 ft
0.0 ft
REACTIONS - 130 mph WINDTORQUE 59 kip-ft
111 KSHEAR
17412 kip-ftMOMENT
112 KAXIAL
30 mph WIND - 0.2500 in ICETORQUE 2 kip-ft
5 KSHEAR
909 kip-ftMOMENT
164 KAXIAL
SHEAR: 60 KUPLIFT: -568 K
SHEAR: 70 KDOWN: 666 K
MAX. CORNER REACTIONS AT BASE:
ARE FACTOREDALL REACTIONS
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Lightning Rod 300Beacon 300UMWD-06516-2DH w/ Mount Pipe 300UMW-09015-2DH w/ Mount Pipe 300UMW-09015-2DH w/ Mount Pipe 300742 215 w/ Mount Pipe 300742 215 w/ Mount Pipe 300742 215 w/ Mount Pipe 300EPBQ-652L8H8 w/ Mount Pipe 300EPBQ-652L8H8 w/ Mount Pipe 300EPBQ-652L8H8 w/ Mount Pipe 300RRUS-11 300RRUS-11 300RRUS-11 300DC6-48-60-18-8F (31.25" x 11" Round) 300(3) 12' T-Frames (Kenwood P/NT1671KT12)
300741 989 w/Mount Pipe 280741 989 w/Mount Pipe 280741 989 w/Mount Pipe 280800 10309 V01 w/ Mount Pipe 280800 10309 V01 w/ Mount Pipe 280800 10309 V01 w/ Mount Pipe 280RRUS-11 280RRUS-11 280RRUS-11 280DC6-48-60-18-8F (22.25"x11" Round) 280(3) 10' T-Frames 280Sidemarker 150Sidemarker 150Sidemarker 150DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATIONLightning Rod 300
Beacon 300
UMWD-06516-2DH w/ Mount Pipe 300
UMW-09015-2DH w/ Mount Pipe 300
UMW-09015-2DH w/ Mount Pipe 300
742 215 w/ Mount Pipe 300
742 215 w/ Mount Pipe 300
742 215 w/ Mount Pipe 300
EPBQ-652L8H8 w/ Mount Pipe 300
EPBQ-652L8H8 w/ Mount Pipe 300
EPBQ-652L8H8 w/ Mount Pipe 300
RRUS-11 300
RRUS-11 300
RRUS-11 300
DC6-48-60-18-8F (31.25" x 11" Round) 300
(3) 12' T-Frames (Kenwood P/NT1671KT12)
300
741 989 w/Mount Pipe 280
741 989 w/Mount Pipe 280
741 989 w/Mount Pipe 280
800 10309 V01 w/ Mount Pipe 280
800 10309 V01 w/ Mount Pipe 280
800 10309 V01 w/ Mount Pipe 280
RRUS-11 280
RRUS-11 280
RRUS-11 280
DC6-48-60-18-8F (22.25"x11" Round) 280
(3) 10' T-Frames 280
Sidemarker 150
Sidemarker 150
Sidemarker 150
SYMBOL LISTMARK MARKSIZE SIZE
A SR 1 3/4
B Pirod 195541
C L3 1/2x3 1/2x5/16
D 4 @ 2.26042
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 B to the TIA-222-G Standard.3. Tower designed for a 130 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: 85.2%
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Green Swamp, NC, 478-124
Page
1 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Tower Input Data
The main tower is a 3x free standing tower with an overall height of 300.00 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 4.50 ft at the top and 32.00 ft 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 130 mph.Structure Class II.Exposure Category B.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.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 Forces Consider 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 Check Use 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 Interaction Use 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
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Leg BLeg C
Leg A
Face
AFace
B
Face C
Triangular To wer
Wind Norma l
Wind 90
Wind 180
Z
X
Tower Section Geometry
TowerSection
TowerElevation
ft
AssemblyDatabase
Description SectionWidth
ft
Numberof
Sections
SectionLength
ftT1 300.00-290.00 4.50 1 10.00T2 290.00-270.00 4.50 1 20.00T3 270.00-260.00 5.00 1 10.00T4 260.00-240.00 6.00 1 20.00T5 240.00-220.00 8.00 1 20.00T6 220.00-200.00 10.00 1 20.00T7 200.00-180.00 12.00 1 20.00T8 180.00-160.00 14.00 1 20.00T9 160.00-140.00 16.00 1 20.00T10 140.00-120.00 18.00 1 20.00T11 120.00-100.00 20.00 1 20.00T12 100.00-80.00 22.00 1 20.00T13 80.00-60.00 24.00 1 20.00T14 60.00-40.00 26.00 1 20.00T15 40.00-20.00 28.00 1 20.00T16 20.00-0.00 30.00 1 20.00
Tower Section Geometry (cont’d)
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
TowerElevation
ft
DiagonalSpacing
ft
BracingType
HasK Brace
EndPanels
HasHorizontals
Top GirtOffset
in
Bottom GirtOffset
inT1 300.00-290.00 2.26 X Brace No Steps 9.0000 2.5000T2 290.00-270.00 2.65 X Brace No Steps 10.2500 7.0000T3 270.00-260.00 10.00 X Brace No No 0.0000 0.0000T4 260.00-240.00 10.00 X Brace No No 0.0000 0.0000T5 240.00-220.00 10.00 X Brace No No 0.0000 0.0000T6 220.00-200.00 10.00 X Brace No No 0.0000 0.0000T7 200.00-180.00 10.00 X Brace No No 0.0000 0.0000T8 180.00-160.00 10.00 X Brace No No 0.0000 0.0000T9 160.00-140.00 20.00 X Brace No No 0.0000 0.0000
T10 140.00-120.00 20.00 X Brace No No 0.0000 0.0000T11 120.00-100.00 20.00 X Brace No No 0.0000 0.0000T12 100.00-80.00 20.00 X Brace No No 0.0000 0.0000T13 80.00-60.00 20.00 X Brace No No 0.0000 0.0000T14 60.00-40.00 20.00 X Brace No No 0.0000 0.0000T15 40.00-20.00 20.00 X Brace No No 0.0000 0.0000T16 20.00-0.00 20.00 X Brace No No 0.0000 0.0000
Tower Section Geometry (cont’d)
TowerElevation
ft
LegType
LegSize
LegGrade
DiagonalType
DiagonalSize
DiagonalGrade
T1 300.00-290.00 Solid Round 1 3/4 A572-50(50 ksi)
Solid Round 3/4 A572-50(50 ksi)
T2 290.00-270.00 Solid Round 2 A572-50(50 ksi)
Solid Round 1 A572-50(50 ksi)
T3 270.00-260.00 Truss Leg Pirod 195541 A572-50(50 ksi)
Single Angle L2 1/2x2 1/2x3/16 A36(36 ksi)
T4 260.00-240.00 Truss Leg Pirod 195555 A572-50(50 ksi)
Single Angle L2 1/2x2 1/2x3/16 A36(36 ksi)
T5 240.00-220.00 Truss Leg Pirod 195557 A572-50(50 ksi)
Single Angle L3x3x3/16 A36(36 ksi)
T6 220.00-200.00 Truss Leg Pirod 195557 A572-50(50 ksi)
Single Angle L3x3x5/16 A36(36 ksi)
T7 200.00-180.00 Truss Leg Pirod 195560 A572-50(50 ksi)
Single Angle L3x3x5/16 A36(36 ksi)
T8 180.00-160.00 Truss Leg Pirod 195560 A572-50(50 ksi)
Single Angle L3 1/2x3 1/2x5/16 A36(36 ksi)
T9 160.00-140.00 Truss Leg Pirod 211661 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x1/2 A36(36 ksi)
T10140.00-120.00
Truss Leg Pirod 208337 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T11120.00-100.00
Truss Leg Pirod 208337 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T12 100.00-80.00 Truss Leg Pirod 208336 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T13 80.00-60.00 Truss Leg Valmont 208338 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T14 60.00-40.00 Truss Leg Valmont 208339 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T15 40.00-20.00 Truss Leg Valmont 208339 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
T16 20.00-0.00 Truss Leg Valmont 214799 A572-50(50 ksi)
Double EqualAngle
2L4x4x1/4x5/8 A36(36 ksi)
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Green Swamp, NC, 478-124
Page
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Tower Section Geometry (cont’d)
TowerElevation
ft
Top GirtType
Top GirtSize
Top GirtGrade
Bottom GirtType
Bottom GirtSize
Bottom GirtGrade
T1 300.00-290.00 Solid Round 1 A570-50(50 ksi)
Solid Round 1 A570-50(50 ksi)
T2 290.00-270.00 Solid Round 1 A570-50(50 ksi)
Solid Round 1 A570-50(50 ksi)
Tower Section Geometry (cont’d)
TowerElevation
ft
No.of
MidGirts
Mid GirtType
Mid GirtSize
Mid GirtGrade
HorizontalType
HorizontalSize
HorizontalGrade
T1 300.00-290.00 None Flat Bar A36(36 ksi)
Solid Round 7/8 A572-50(50 ksi)
T2 290.00-270.00 None Flat Bar A36(36 ksi)
Solid Round 7/8 A572-50(50 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
T1300.00-290.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T2290.00-270.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T3270.00-260.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T4260.00-240.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T5240.00-220.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T6220.00-200.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T7200.00-180.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T8180.00-160.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T9160.00-140.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T10140.00-120.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T11120.00-100.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T12 0.00 0.0000 A36 1 1 1 Mid-Pt 36.0000 36.0000Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
5 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
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
100.00-80.00 (36 ksi)T13
80.00-60.000.00 0.0000 A36
(36 ksi)1 1 1 Mid-Pt 36.0000 36.0000
T1460.00-40.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T1540.00-20.00
0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 36.0000 36.0000
T16 20.00-0.00 0.00 0.0000 A36(36 ksi)
1 1 1 Mid-Pt 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
T1300.00-290.00
No Yes 1 11
11
11
11
11
11
11
T2290.00-270.00
No Yes 1 11
11
11
11
11
11
11
T3270.00-260.00
Yes No 1 11
11
11
11
11
11
11
T4260.00-240.00
Yes No 1 11
11
11
11
11
11
11
T5240.00-220.00
Yes No 1 11
11
11
11
11
11
11
T6220.00-200.00
Yes No 1 11
11
11
11
11
11
11
T7200.00-180.00
Yes No 1 11
11
11
11
11
11
11
T8180.00-160.00
Yes No 1 11
11
11
11
11
11
11
T9160.00-140.00
Yes No 1 11
11
11
11
11
11
11
T10140.00-120.00
Yes No 1 11
11
11
11
11
11
11
T11120.00-100.00
Yes No 1 11
11
11
11
11
11
11
T12100.00-80.00
Yes No 1 11
11
11
11
11
11
11
T1380.00-60.00
Yes No 1 11
11
11
11
11
11
11
T1460.00-40.00
Yes No 1 11
11
11
11
11
11
11
T1540.00-20.00
Yes No 1 11
11
11
11
11
11
11
T1620.00-0.00
Yes No 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.
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
6 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Tower Section Geometry (cont’d)
Truss-Leg K FactorsTruss-Legs Used As Leg Members Truss-Legs Used As Inner Members
TowerElevation
ft
LegPanels
XBrace
Diagonals
ZBrace
Diagonals
LegPanels
XBrace
Diagonals
ZBrace
Diagonals
T3270.00-260.00
1 0.5 0.85 1 0.5 0.85
T4260.00-240.00
1 0.5 0.85 1 0.5 0.85
T5240.00-220.00
1 0.5 0.85 1 0.5 0.85
T6220.00-200.00
1 0.5 0.85 1 0.5 0.85
T7200.00-180.00
1 0.5 0.85 1 0.5 0.85
T8180.00-160.00
1 0.5 0.85 1 0.5 0.85
T9160.00-140.00
1 0.5 0.85 1 0.5 0.85
T10140.00-120.00
1 0.5 0.85 1 0.5 0.85
T11120.00-100.00
1 0.5 0.85 1 0.5 0.85
T12100.00-80.00
1 0.5 0.85 1 0.5 0.85
T1380.00-60.00
1 0.5 0.85 1 0.5 0.85
T1460.00-40.00
1 0.5 0.85 1 0.5 0.85
T1540.00-20.00
1 0.5 0.85 1 0.5 0.85
T1620.00-0.00
1 0.5 0.85 1 0.5 0.85
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 NetWidth
Deductin
U NetWidth
Deductin
U NetWidth
Deductin
U NetWidth
Deductin
U
T1300.00-290.00
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
T2290.00-270.00
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
T3270.00-260.00
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
T4260.00-240.00
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
T5240.00-220.00
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
T6220.00-200.00
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
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
7 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
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 NetWidth
Deductin
U NetWidth
Deductin
U NetWidth
Deductin
U NetWidth
Deductin
U
T7200.00-180.00
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
T8180.00-160.00
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
T9160.00-140.00
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
T10140.00-120.00
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
T11120.00-100.00
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
T12100.00-80.00
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
T1380.00-60.00
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 0.75
T1460.00-40.00
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
T1540.00-20.00
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
T16 20.00-0.00 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.
T1300.00-290.00
Sleeve DS 0.6250A325X
5 0.0000A325X
0 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T2290.00-270.00
Flange 1.0000A325X
6 0.0000A325X
0 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T3270.00-260.00
Flange 1.0000A325X
6 1.0000A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T4260.00-240.00
Flange 1.0000A325X
6 1.0000A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T5240.00-220.00
Flange 1.0000A325X
6 1.0000A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T6220.00-200.00
Flange 1.0000A325X
6 1.0000A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T7200.00-180.00
Flange 1.2500A325X
6 1.2500A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T8180.00-160.00
Flange 1.2500A325X
6 1.2500A325X
1 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T9160.00-140.00
Flange 1.0000A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T10140.00-120.00
Flange 1.0000A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T11120.00-100.00
Flange 1.0000A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T12100.00-80.00
Flange 1.2500A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
8 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
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.
T1380.00-60.00
Flange 1.2500A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T1460.00-40.00
Flange 1.2500A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T1540.00-20.00
Flange 1.2500A325X
12 0.8750A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
T16 20.00-0.00 Flange 2.0000A687
0 1.0000A325X
2 0.6250A325X
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0 0.6250A325N
0
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
plf***
Safety Line3/8
B No Ar (CaAa) 300.00 - 0.00 0.0000 -0.48 1 1 0.0000 0.3750 0.22
1/2'' A No Ar (CaAa) 150.00 - 0.00 0.0000 0.48 2 2 0.2500 0.5800 0.151/2'' A No Ar (CaAa) 300.00 - 150.00 0.0000 0.48 1 1 0.2500 0.5800 0.15****1-5/8'' C No Ar (CaAa) 300.00 - 10.00 -6.0000 0.45 12 6 0.5000 1.9800 0.82
12 PAIR(3/8'')
C No Ar (CaAa) 300.00 - 10.00 -6.0000 0.41 2 2 0.0000 0.4000 0.08
6-8AWG 3PAIR( 7/8'')
C No Ar (CaAa) 300.00 - 10.00 -6.0000 0.42 2 2 0.5000 0.9000 0.68
T-Brackets C No Af (CaAa) 300.00 - 10.00 -6.0000 0.45 1 1 1.0000 1.0000 8.40******1-5/8'' A No Ar (CaAa) 280.00 - 10.00 -6.0000 0.45 6 6 0.5000 1.9800 0.821-1/4'' A No Ar (CaAa) 280.00 - 10.00 -6.0000 0.41 2 2 0.5000 1.5500 0.663/4'' A No Ar (CaAa) 280.00 - 10.00 -6.0000 0.4 1 1 0.5000 0.9950 0.473/8'' A No Ar (CaAa) 280.00 - 10.00 -6.0000 0.4 1 1 0.0000 0.3750 0.18
T-Brackets A No Af (CaAa) 280.00 - 10.00 -6.0000 0.45 1 1 1.0000 1.0000 8.40***************
Feed Line/Linear Appurtenances - Entered As Area
Description Faceor
Leg
AllowShield
ComponentType
Placement
ft
TotalNumber
CAAA
ft2/ft
Weight
plf***************
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
9 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Feed Line/Linear Appurtenances Section Areas
TowerSection
TowerElevation
ft
Face AR
ft2
AF
ft2
CAAA
In Faceft2
CAAA
Out Faceft2
Weight
KT1 300.00-290.00 A
BC
0.0000.0000.000
0.0000.0000.000
0.5800.375
28.027
0.0000.0000.000
0.000.000.20
T2 290.00-270.00 ABC
0.0000.0000.000
0.0000.0000.000
19.1770.750
56.053
0.0000.0000.000
0.160.000.40
T3 270.00-260.00 ABC
0.0000.0000.000
0.0000.0000.000
18.5970.375
28.027
0.0000.0000.000
0.150.000.20
T4 260.00-240.00 ABC
0.0000.0000.000
0.0000.0000.000
37.1930.750
56.053
0.0000.0000.000
0.310.000.40
T5 240.00-220.00 ABC
0.0000.0000.000
0.0000.0000.000
37.1930.750
56.053
0.0000.0000.000
0.310.000.40
T6 220.00-200.00 ABC
0.0000.0000.000
0.0000.0000.000
37.1930.750
56.053
0.0000.0000.000
0.310.000.40
T7 200.00-180.00 ABC
0.0000.0000.000
0.0000.0000.000
37.1930.750
56.053
0.0000.0000.000
0.310.000.40
T8 180.00-160.00 ABC
0.0000.0000.000
0.0000.0000.000
37.1930.750
56.053
0.0000.0000.000
0.310.000.40
T9 160.00-140.00 ABC
0.0000.0000.000
0.0000.0000.000
37.7730.750
56.053
0.0000.0000.000
0.310.000.40
T10 140.00-120.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T11 120.00-100.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T12 100.00-80.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T13 80.00-60.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T14 60.00-40.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T15 40.00-20.00 ABC
0.0000.0000.000
0.0000.0000.000
38.3530.750
56.053
0.0000.0000.000
0.310.000.40
T16 20.00-0.00 ABC
0.0000.0000.000
0.0000.0000.000
20.3370.750
28.027
0.0000.0000.000
0.160.000.20
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 300.00-290.00 A 0.622 0.000 0.000 1.825 0.000 0.01
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
10 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
TowerElevation
ft
Faceor
Leg
IceThickness
in
AR
ft2
AF
ft2
CAAA
In Faceft2
CAAA
Out Faceft2
Weight
KBC
0.0000.000
0.0000.000
1.62032.163
0.0000.000
0.010.44
T2 290.00-270.00 ABC
0.619 0.0000.0000.000
0.0000.0000.000
37.3023.227
64.248
0.0000.0000.000
0.360.020.87
T3 270.00-260.00 ABC
0.616 0.0000.0000.000
0.0000.0000.000
35.4351.607
32.083
0.0000.0000.000
0.340.010.44
T4 260.00-240.00 ABC
0.612 0.0000.0000.000
0.0000.0000.000
70.7683.199
64.078
0.0000.0000.000
0.690.020.87
T5 240.00-220.00 ABC
0.607 0.0000.0000.000
0.0000.0000.000
70.6213.179
63.955
0.0000.0000.000
0.680.020.87
T6 220.00-200.00 ABC
0.602 0.0000.0000.000
0.0000.0000.000
70.4643.157
63.821
0.0000.0000.000
0.680.020.87
T7 200.00-180.00 ABC
0.596 0.0000.0000.000
0.0000.0000.000
70.2913.133
63.676
0.0000.0000.000
0.680.020.86
T8 180.00-160.00 ABC
0.589 0.0000.0000.000
0.0000.0000.000
70.1023.106
63.516
0.0000.0000.000
0.670.020.86
T9 160.00-140.00 ABC
0.582 0.0000.0000.000
0.0000.0000.000
72.0343.077
63.338
0.0000.0000.000
0.670.020.86
T10 140.00-120.00 ABC
0.573 0.0000.0000.000
0.0000.0000.000
73.9143.044
63.137
0.0000.0000.000
0.680.020.85
T11 120.00-100.00 ABC
0.564 0.0000.0000.000
0.0000.0000.000
73.6143.006
62.906
0.0000.0000.000
0.670.020.85
T12 100.00-80.00 ABC
0.553 0.0000.0000.000
0.0000.0000.000
73.2592.961
62.634
0.0000.0000.000
0.660.020.84
T13 80.00-60.00 ABC
0.539 0.0000.0000.000
0.0000.0000.000
72.8262.906
62.302
0.0000.0000.000
0.660.020.83
T14 60.00-40.00 ABC
0.521 0.0000.0000.000
0.0000.0000.000
72.2622.835
61.869
0.0000.0000.000
0.650.020.83
T15 40.00-20.00 ABC
0.495 0.0000.0000.000
0.0000.0000.000
71.4422.731
61.240
0.0000.0000.000
0.630.010.81
T16 20.00-0.00 ABC
0.444 0.0000.0000.000
0.0000.0000.000
38.3162.525
29.996
0.0000.0000.000
0.310.010.39
Feed Line Center of Pressure
Section Elevation
ft
CPX
in
CPZ
in
CPX
Icein
CPZ
Icein
T1 300.00-290.00 -4.3135 1.5078 -2.7370 0.5726T2 290.00-270.00 -3.2370 -0.2279 -1.9818 -0.8805T3 270.00-260.00 -2.3777 -1.2046 -1.3962 -1.6089T4 260.00-240.00 -3.0997 -1.4356 -1.8941 -2.0364 Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
11 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Section Elevation
ft
CPX
in
CPZ
in
CPX
Icein
CPZ
Icein
T5 240.00-220.00 -3.9024 -1.6781 -2.4284 -2.4621T6 220.00-200.00 -4.7889 -1.9633 -3.0179 -2.9479T7 200.00-180.00 -6.0135 -2.3843 -3.7536 -3.5715T8 180.00-160.00 -6.7100 -2.5956 -4.2681 -3.9811T9 160.00-140.00 -7.0678 -2.7990 -4.5457 -4.0837T10 140.00-120.00 -7.7115 -3.1285 -5.0255 -4.3656T11 120.00-100.00 -8.4907 -3.4048 -5.5731 -4.7876T12 100.00-80.00 -9.0815 -3.6069 -5.9310 -5.0435T13 80.00-60.00 -9.8179 -3.8680 -6.4686 -5.4470T14 60.00-40.00 -10.3846 -4.0631 -6.9099 -5.7600T15 40.00-20.00 -11.0831 -4.3106 -7.4761 -6.1581T16 20.00-0.00 -7.3029 -3.4546 -5.2017 -4.8783
Shielding Factor Ka
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT1 2 Safety Line 3/8 290.00 -
300.000.6000 0.6000
T1 4 1/2" 290.00 -300.00
0.6000 0.6000
T1 6 1-5/8" 290.00 -300.00
0.6000 0.6000
T1 7 12 PAIR( 3/8") 290.00 -300.00
0.6000 0.6000
T1 8 6-8AWG 3 PAIR( 7/8") 290.00 -300.00
0.6000 0.6000
T1 9 T-Brackets 290.00 -300.00
0.6000 0.6000
T2 2 Safety Line 3/8 270.00 -290.00
0.6000 0.6000
T2 4 1/2" 270.00 -290.00
0.6000 0.6000
T2 6 1-5/8" 270.00 -290.00
0.6000 0.6000
T2 7 12 PAIR( 3/8") 270.00 -290.00
0.6000 0.6000
T2 8 6-8AWG 3 PAIR( 7/8") 270.00 -290.00
0.6000 0.6000
T2 9 T-Brackets 270.00 -290.00
0.6000 0.6000
T2 11 1-5/8" 270.00 -280.00
0.6000 0.6000
T2 12 1-1/4" 270.00 -280.00
0.6000 0.6000
T2 13 3/4" 270.00 -280.00
0.6000 0.6000
T2 14 3/8" 270.00 -280.00
0.6000 0.6000
T2 15 T-Brackets 270.00 -280.00
0.6000 0.6000
T3 2 Safety Line 3/8 260.00 -270.00
0.6000 0.5678
T3 4 1/2" 260.00 -270.00
0.6000 0.5678
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
12 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT3 6 1-5/8" 260.00 -
270.000.6000 0.5678
T3 7 12 PAIR( 3/8") 260.00 -270.00
0.6000 0.5678
T3 8 6-8AWG 3 PAIR( 7/8") 260.00 -270.00
0.6000 0.5678
T3 9 T-Brackets 260.00 -270.00
0.6000 0.5678
T3 11 1-5/8" 260.00 -270.00
0.6000 0.5678
T3 12 1-1/4" 260.00 -270.00
0.6000 0.5678
T3 13 3/4" 260.00 -270.00
0.6000 0.5678
T3 14 3/8" 260.00 -270.00
0.6000 0.5678
T3 15 T-Brackets 260.00 -270.00
0.6000 0.5678
T4 2 Safety Line 3/8 240.00 -260.00
0.6000 0.6000
T4 4 1/2" 240.00 -260.00
0.6000 0.6000
T4 6 1-5/8" 240.00 -260.00
0.6000 0.6000
T4 7 12 PAIR( 3/8") 240.00 -260.00
0.6000 0.6000
T4 8 6-8AWG 3 PAIR( 7/8") 240.00 -260.00
0.6000 0.6000
T4 9 T-Brackets 240.00 -260.00
0.6000 0.6000
T4 11 1-5/8" 240.00 -260.00
0.6000 0.6000
T4 12 1-1/4" 240.00 -260.00
0.6000 0.6000
T4 13 3/4" 240.00 -260.00
0.6000 0.6000
T4 14 3/8" 240.00 -260.00
0.6000 0.6000
T4 15 T-Brackets 240.00 -260.00
0.6000 0.6000
T5 2 Safety Line 3/8 220.00 -240.00
0.6000 0.6000
T5 4 1/2" 220.00 -240.00
0.6000 0.6000
T5 6 1-5/8" 220.00 -240.00
0.6000 0.6000
T5 7 12 PAIR( 3/8") 220.00 -240.00
0.6000 0.6000
T5 8 6-8AWG 3 PAIR( 7/8") 220.00 -240.00
0.6000 0.6000
T5 9 T-Brackets 220.00 -240.00
0.6000 0.6000
T5 11 1-5/8" 220.00 -240.00
0.6000 0.6000
T5 12 1-1/4" 220.00 -240.00
0.6000 0.6000
T5 13 3/4" 220.00 -240.00
0.6000 0.6000
T5 14 3/8" 220.00 -240.00
0.6000 0.6000
T5 15 T-Brackets 220.00 -240.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
13 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT6 2 Safety Line 3/8 200.00 -
220.000.6000 0.6000
T6 4 1/2" 200.00 -220.00
0.6000 0.6000
T6 6 1-5/8" 200.00 -220.00
0.6000 0.6000
T6 7 12 PAIR( 3/8") 200.00 -220.00
0.6000 0.6000
T6 8 6-8AWG 3 PAIR( 7/8") 200.00 -220.00
0.6000 0.6000
T6 9 T-Brackets 200.00 -220.00
0.6000 0.6000
T6 11 1-5/8" 200.00 -220.00
0.6000 0.6000
T6 12 1-1/4" 200.00 -220.00
0.6000 0.6000
T6 13 3/4" 200.00 -220.00
0.6000 0.6000
T6 14 3/8" 200.00 -220.00
0.6000 0.6000
T6 15 T-Brackets 200.00 -220.00
0.6000 0.6000
T7 2 Safety Line 3/8 180.00 -200.00
0.6000 0.6000
T7 4 1/2" 180.00 -200.00
0.6000 0.6000
T7 6 1-5/8" 180.00 -200.00
0.6000 0.6000
T7 7 12 PAIR( 3/8") 180.00 -200.00
0.6000 0.6000
T7 8 6-8AWG 3 PAIR( 7/8") 180.00 -200.00
0.6000 0.6000
T7 9 T-Brackets 180.00 -200.00
0.6000 0.6000
T7 11 1-5/8" 180.00 -200.00
0.6000 0.6000
T7 12 1-1/4" 180.00 -200.00
0.6000 0.6000
T7 13 3/4" 180.00 -200.00
0.6000 0.6000
T7 14 3/8" 180.00 -200.00
0.6000 0.6000
T7 15 T-Brackets 180.00 -200.00
0.6000 0.6000
T8 2 Safety Line 3/8 160.00 -180.00
0.6000 0.6000
T8 4 1/2" 160.00 -180.00
0.6000 0.6000
T8 6 1-5/8" 160.00 -180.00
0.6000 0.6000
T8 7 12 PAIR( 3/8") 160.00 -180.00
0.6000 0.6000
T8 8 6-8AWG 3 PAIR( 7/8") 160.00 -180.00
0.6000 0.6000
T8 9 T-Brackets 160.00 -180.00
0.6000 0.6000
T8 11 1-5/8" 160.00 -180.00
0.6000 0.6000
T8 12 1-1/4" 160.00 -180.00
0.6000 0.6000
T8 13 3/4" 160.00 -180.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
14 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT8 14 3/8" 160.00 -
180.000.6000 0.6000
T8 15 T-Brackets 160.00 -180.00
0.6000 0.6000
T9 2 Safety Line 3/8 140.00 -160.00
0.6000 0.6000
T9 3 1/2" 140.00 -150.00
0.6000 0.6000
T9 4 1/2" 150.00 -160.00
0.6000 0.6000
T9 6 1-5/8" 140.00 -160.00
0.6000 0.6000
T9 7 12 PAIR( 3/8") 140.00 -160.00
0.6000 0.6000
T9 8 6-8AWG 3 PAIR( 7/8") 140.00 -160.00
0.6000 0.6000
T9 9 T-Brackets 140.00 -160.00
0.6000 0.6000
T9 11 1-5/8" 140.00 -160.00
0.6000 0.6000
T9 12 1-1/4" 140.00 -160.00
0.6000 0.6000
T9 13 3/4" 140.00 -160.00
0.6000 0.6000
T9 14 3/8" 140.00 -160.00
0.6000 0.6000
T9 15 T-Brackets 140.00 -160.00
0.6000 0.6000
T10 2 Safety Line 3/8 120.00 -140.00
0.6000 0.6000
T10 3 1/2" 120.00 -140.00
0.6000 0.6000
T10 6 1-5/8" 120.00 -140.00
0.6000 0.6000
T10 7 12 PAIR( 3/8") 120.00 -140.00
0.6000 0.6000
T10 8 6-8AWG 3 PAIR( 7/8") 120.00 -140.00
0.6000 0.6000
T10 9 T-Brackets 120.00 -140.00
0.6000 0.6000
T10 11 1-5/8" 120.00 -140.00
0.6000 0.6000
T10 12 1-1/4" 120.00 -140.00
0.6000 0.6000
T10 13 3/4" 120.00 -140.00
0.6000 0.6000
T10 14 3/8" 120.00 -140.00
0.6000 0.6000
T10 15 T-Brackets 120.00 -140.00
0.6000 0.6000
T11 2 Safety Line 3/8 100.00 -120.00
0.6000 0.6000
T11 3 1/2" 100.00 -120.00
0.6000 0.6000
T11 6 1-5/8" 100.00 -120.00
0.6000 0.6000
T11 7 12 PAIR( 3/8") 100.00 -120.00
0.6000 0.6000
T11 8 6-8AWG 3 PAIR( 7/8") 100.00 -120.00
0.6000 0.6000
T11 9 T-Brackets 100.00 -120.00
0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
15 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT11 11 1-5/8" 100.00 -
120.000.6000 0.6000
T11 12 1-1/4" 100.00 -120.00
0.6000 0.6000
T11 13 3/4" 100.00 -120.00
0.6000 0.6000
T11 14 3/8" 100.00 -120.00
0.6000 0.6000
T11 15 T-Brackets 100.00 -120.00
0.6000 0.6000
T12 2 Safety Line 3/8 80.00 - 100.00 0.6000 0.6000T12 3 1/2" 80.00 - 100.00 0.6000 0.6000T12 6 1-5/8" 80.00 - 100.00 0.6000 0.6000T12 7 12 PAIR( 3/8") 80.00 - 100.00 0.6000 0.6000T12 8 6-8AWG 3 PAIR( 7/8") 80.00 - 100.00 0.6000 0.6000T12 9 T-Brackets 80.00 - 100.00 0.6000 0.6000T12 11 1-5/8" 80.00 - 100.00 0.6000 0.6000T12 12 1-1/4" 80.00 - 100.00 0.6000 0.6000T12 13 3/4" 80.00 - 100.00 0.6000 0.6000T12 14 3/8" 80.00 - 100.00 0.6000 0.6000T12 15 T-Brackets 80.00 - 100.00 0.6000 0.6000T13 2 Safety Line 3/8 60.00 - 80.00 0.6000 0.6000T13 3 1/2" 60.00 - 80.00 0.6000 0.6000T13 6 1-5/8" 60.00 - 80.00 0.6000 0.6000T13 7 12 PAIR( 3/8") 60.00 - 80.00 0.6000 0.6000T13 8 6-8AWG 3 PAIR( 7/8") 60.00 - 80.00 0.6000 0.6000T13 9 T-Brackets 60.00 - 80.00 0.6000 0.6000T13 11 1-5/8" 60.00 - 80.00 0.6000 0.6000T13 12 1-1/4" 60.00 - 80.00 0.6000 0.6000T13 13 3/4" 60.00 - 80.00 0.6000 0.6000T13 14 3/8" 60.00 - 80.00 0.6000 0.6000T13 15 T-Brackets 60.00 - 80.00 0.6000 0.6000T14 2 Safety Line 3/8 40.00 - 60.00 0.6000 0.6000T14 3 1/2" 40.00 - 60.00 0.6000 0.6000T14 6 1-5/8" 40.00 - 60.00 0.6000 0.6000T14 7 12 PAIR( 3/8") 40.00 - 60.00 0.6000 0.6000T14 8 6-8AWG 3 PAIR( 7/8") 40.00 - 60.00 0.6000 0.6000T14 9 T-Brackets 40.00 - 60.00 0.6000 0.6000T14 11 1-5/8" 40.00 - 60.00 0.6000 0.6000T14 12 1-1/4" 40.00 - 60.00 0.6000 0.6000T14 13 3/4" 40.00 - 60.00 0.6000 0.6000T14 14 3/8" 40.00 - 60.00 0.6000 0.6000T14 15 T-Brackets 40.00 - 60.00 0.6000 0.6000T15 2 Safety Line 3/8 20.00 - 40.00 0.6000 0.6000T15 3 1/2" 20.00 - 40.00 0.6000 0.6000T15 6 1-5/8" 20.00 - 40.00 0.6000 0.6000T15 7 12 PAIR( 3/8") 20.00 - 40.00 0.6000 0.6000T15 8 6-8AWG 3 PAIR( 7/8") 20.00 - 40.00 0.6000 0.6000T15 9 T-Brackets 20.00 - 40.00 0.6000 0.6000T15 11 1-5/8" 20.00 - 40.00 0.6000 0.6000T15 12 1-1/4" 20.00 - 40.00 0.6000 0.6000T15 13 3/4" 20.00 - 40.00 0.6000 0.6000T15 14 3/8" 20.00 - 40.00 0.6000 0.6000T15 15 T-Brackets 20.00 - 40.00 0.6000 0.6000T16 2 Safety Line 3/8 0.00 - 20.00 0.6000 0.6000T16 3 1/2" 0.00 - 20.00 0.6000 0.6000T16 6 1-5/8" 10.00 - 20.00 0.6000 0.6000T16 7 12 PAIR( 3/8") 10.00 - 20.00 0.6000 0.6000T16 8 6-8AWG 3 PAIR( 7/8") 10.00 - 20.00 0.6000 0.6000T16 9 T-Brackets 10.00 - 20.00 0.6000 0.6000T16 11 1-5/8" 10.00 - 20.00 0.6000 0.6000T16 12 1-1/4" 10.00 - 20.00 0.6000 0.6000
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
16 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
TowerSection
Feed LineRecord No.
Description Feed LineSegment Elev.
Ka
No IceKa
IceT16 13 3/4" 10.00 - 20.00 0.6000 0.6000T16 14 3/8" 10.00 - 20.00 0.6000 0.6000T16 15 T-Brackets 10.00 - 20.00 0.6000 0.6000
Discrete Tower Loads
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
***Lightning Rod C From Leg 0.00
0.002.00
0.0000 300.00 No Ice1/2'' Ice
0.250.66
0.250.66
0.030.03
Beacon B From Leg 0.000.001.00
0.0000 300.00 No Ice1/2'' Ice
2.002.50
2.002.50
0.020.03
Sidemarker A From Leg 0.500.000.00
0.0000 150.00 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
Sidemarker B From Leg 0.500.000.00
0.0000 150.00 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
Sidemarker C From Leg 0.500.000.00
0.0000 150.00 No Ice1/2'' Ice
0.380.63
0.380.63
0.010.02
******
UMWD-06516-2DH w/Mount Pipe
A From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
3.684.03
2.232.56
0.010.03
UMW-09015-2DH w/ MountPipe
B From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
4.214.66
3.814.63
0.030.07
UMW-09015-2DH w/ MountPipe
C From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
4.214.66
3.814.63
0.030.07
742 215 w/ Mount Pipe A From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
3.413.81
3.053.73
0.030.06
742 215 w/ Mount Pipe B From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
3.413.81
3.053.73
0.030.06
742 215 w/ Mount Pipe C From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
3.413.81
3.053.73
0.030.06
EPBQ-652L8H8 w/ MountPipe
A From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
12.2212.96
9.5911.15
0.100.19
EPBQ-652L8H8 w/ MountPipe
B From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
12.2212.96
9.5911.15
0.100.19
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
17 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Description Faceor
Leg
OffsetType
Offsets:Horz
LateralVert
ftftft
AzimuthAdjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
K
EPBQ-652L8H8 w/ MountPipe
C From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
12.2212.96
9.5911.15
0.100.19
RRUS-11 A From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 B From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 C From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
DC6-48-60-18-8F (31.25'' x11'' Round)
A From Leg 4.000.000.00
0.0000 300.00 No Ice1/2'' Ice
1.211.89
1.211.89
0.030.05
(3) 12' T-Frames (KenwoodP/N T1671KT12)
C None 0.0000 300.00 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 280.00 No Ice1/2'' Ice
3.794.40
3.394.43
0.040.08
741 989 w/Mount Pipe B From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
3.794.40
3.394.43
0.040.08
741 989 w/Mount Pipe C From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
3.794.40
3.394.43
0.040.08
800 10309 V01 w/ MountPipe
A From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
8.028.69
5.656.93
0.050.11
800 10309 V01 w/ MountPipe
B From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
8.028.69
5.656.93
0.050.11
800 10309 V01 w/ MountPipe
C From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
8.028.69
5.656.93
0.050.11
RRUS-11 A From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 B From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
RRUS-11 C From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
2.522.72
1.071.21
0.060.07
DC6-48-60-18-8F(22.25''x11'' Round)
B From Leg 4.000.000.00
0.0000 280.00 No Ice1/2'' Ice
0.851.36
0.851.36
0.030.05
(3) 10' T-Frames C None 0.0000 280.00 No Ice1/2'' Ice
18.7327.19
18.7327.19
0.861.26
***************
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
18 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Truss-Leg Properties
SectionDesignation
Area
in2
AreaIce
in2
SelfWeight
K
IceWeight
K
Equiv.Diameter
in
Equiv.Diameter
Icein
LegArea
in2
Pirod 195541 1072.0714 1953.0246 0.42 0.30 7.4449 13.5627 3.6816Pirod 195555 2246.3232 3900.2664 0.53 0.54 7.7997 13.5426 5.3014Pirod 195557 2422.4677 4254.4386 0.68 0.62 8.4113 14.7724 7.2158Pirod 195557 2422.4677 4231.4349 0.68 0.61 8.4113 14.6925 7.2158Pirod 195560 1845.6516 3569.8519 0.93 0.61 6.4085 12.3953 11.9282Pirod 195560 1845.6516 3544.1542 0.93 0.60 6.4085 12.3061 11.9282Pirod 211661 2855.2915 4975.6535 1.19 0.63 9.9142 17.2766 14.7262Pirod 208337 3037.3337 5074.9186 1.43 0.64 10.5463 17.6212 17.8187Pirod 208337 3037.3337 5029.1077 1.43 0.63 10.5463 17.4622 17.8187Pirod 208336 3238.0302 5490.6079 1.68 0.64 11.2432 19.0646 21.2058
Valmont 208338 3238.0302 5414.0534 1.68 0.62 11.2432 18.7988 21.2058Valmont 208339 3401.0552 5571.3102 1.93 0.61 11.8092 19.3448 24.8873Valmont 208339 3401.0552 5427.6644 1.93 0.58 11.8092 18.8461 24.8873Valmont 214799 3885.7914 5436.7666 2.56 0.62 13.4923 18.8777 28.8634
Load Combinations
Comb.No.
Description
1 Dead Only2 1.2 Dead+1.6 Wind 0 deg - No Ice3 0.9 Dead+1.6 Wind 0 deg - No Ice4 1.2 Dead+1.6 Wind 30 deg - No Ice5 0.9 Dead+1.6 Wind 30 deg - No Ice6 1.2 Dead+1.6 Wind 60 deg - No Ice7 0.9 Dead+1.6 Wind 60 deg - No Ice8 1.2 Dead+1.6 Wind 90 deg - No Ice9 0.9 Dead+1.6 Wind 90 deg - No Ice10 1.2 Dead+1.6 Wind 120 deg - No Ice11 0.9 Dead+1.6 Wind 120 deg - No Ice12 1.2 Dead+1.6 Wind 150 deg - No Ice13 0.9 Dead+1.6 Wind 150 deg - No Ice14 1.2 Dead+1.6 Wind 180 deg - No Ice15 0.9 Dead+1.6 Wind 180 deg - No Ice16 1.2 Dead+1.6 Wind 210 deg - No Ice17 0.9 Dead+1.6 Wind 210 deg - No Ice18 1.2 Dead+1.6 Wind 240 deg - No Ice19 0.9 Dead+1.6 Wind 240 deg - No Ice20 1.2 Dead+1.6 Wind 270 deg - No Ice21 0.9 Dead+1.6 Wind 270 deg - No Ice22 1.2 Dead+1.6 Wind 300 deg - No Ice23 0.9 Dead+1.6 Wind 300 deg - No Ice24 1.2 Dead+1.6 Wind 330 deg - No Ice25 0.9 Dead+1.6 Wind 330 deg - No Ice26 1.2 Dead+1.0 Ice+1.0 Temp27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp
Reviewed For Code Compliance
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Green Swamp, NC, 478-124
Page
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Comb.No.
Description
32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp39 Dead+Wind 0 deg - Service40 Dead+Wind 30 deg - Service41 Dead+Wind 60 deg - Service42 Dead+Wind 90 deg - Service43 Dead+Wind 120 deg - Service44 Dead+Wind 150 deg - Service45 Dead+Wind 180 deg - Service46 Dead+Wind 210 deg - Service47 Dead+Wind 240 deg - Service48 Dead+Wind 270 deg - Service49 Dead+Wind 300 deg - Service50 Dead+Wind 330 deg - Service
Maximum Tower Deflections - Service Wind
SectionNo.
Elevation
ft
Horz.Deflection
in
Gov.Load
Comb.
Tilt
°
Twist
°T1 300 - 290 4.990 47 0.2011 0.0130T2 290 - 270 4.542 47 0.1975 0.0134T3 270 - 260 3.725 47 0.1740 0.0118T4 260 - 240 3.367 47 0.1580 0.0104T5 240 - 220 2.741 47 0.1332 0.0082T6 220 - 200 2.209 47 0.1135 0.0065T7 200 - 180 1.768 47 0.0925 0.0056T8 180 - 160 1.396 47 0.0795 0.0046T9 160 - 140 1.078 47 0.0661 0.0038
T10 140 - 120 0.814 47 0.0550 0.0033T11 120 - 100 0.596 47 0.0457 0.0027T12 100 - 80 0.414 47 0.0362 0.0022T13 80 - 60 0.269 47 0.0282 0.0018T14 60 - 40 0.157 47 0.0200 0.0013T15 40 - 20 0.076 47 0.0131 0.0009T16 20 - 0 0.023 43 0.0060 0.0004
Critical Deflections and Radius of Curvature - Service Wind
Elevation
ft
Appurtenance Gov.Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius ofCurvature
ft300.00 Lightning Rod 47 4.990 0.2011 0.0130 86559280.00 741 989 w/Mount Pipe 47 4.117 0.1882 0.0129 37572150.00 Sidemarker 47 0.940 0.0602 0.0035 93614
Reviewed For Code Compliance
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Green Swamp, NC, 478-124
Page
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
Maximum Tower Deflections - Design Wind
SectionNo.
Elevation
ft
Horz.Deflection
in
Gov.Load
Comb.
Tilt
°
Twist
°T1 300 - 290 37.008 2 1.4848 0.0977T2 290 - 270 33.695 2 1.4587 0.1009T3 270 - 260 27.652 2 1.2876 0.0883T4 260 - 240 25.001 2 1.1690 0.0780T5 240 - 220 20.354 2 0.9868 0.0613T6 220 - 200 16.410 2 0.8412 0.0491T7 200 - 180 13.135 18 0.6859 0.0419T8 180 - 160 10.374 18 0.5898 0.0348T9 160 - 140 8.013 18 0.4902 0.0286
T10 140 - 120 6.054 18 0.4081 0.0244T11 120 - 100 4.431 18 0.3390 0.0206T12 100 - 80 3.083 18 0.2688 0.0169T13 80 - 60 2.007 18 0.2091 0.0133T14 60 - 40 1.173 2 0.1487 0.0098T15 40 - 20 0.572 2 0.0970 0.0065T16 20 - 0 0.174 10 0.0445 0.0032
Critical Deflections and Radius of Curvature - Design Wind
Elevation
ft
Appurtenance Gov.Load
Comb.
Deflection
in
Tilt
°
Twist
°
Radius ofCurvature
ft300.00 Lightning Rod 2 37.008 1.4848 0.0977 11716280.00 741 989 w/Mount Pipe 2 30.556 1.3912 0.0972 5131150.00 Sidemarker 18 6.986 0.4462 0.0264 12614
Bolt Design Data
SectionNo.
Elevation
ft
ComponentType
BoltGrade
Bolt Size
in
NumberOf
Bolts
MaximumLoad per
BoltK
AllowableLoad
K
RatioLoad
Allowable
AllowableRatio
Criteria
T1 300 Leg A325X 0.6250 5 3.72 30.370.123
1 Bolt DS
T2 290 Leg A325X 1.0000 6 10.46 53.010.197
1 Bolt Tension
T3 270 Leg A325X 1.0000 6 11.45 53.010.216
1 Bolt Tension
Diagonal A325X 1.0000 1 7.20 10.660.675
1 Member BlockShear
T4 260 Leg A325X 1.0000 6 18.12 53.010.342
1 Bolt Tension
Diagonal A325X 1.0000 1 7.26 10.660.681
1 Member BlockShear
T5 240 Leg A325X 1.0000 6 24.36 53.010.459
1 Bolt Tension
Diagonal A325X 1.0000 1 8.05 11.680.689
1 Member BlockShear
T6 220 Leg A325X 1.0000 6 30.59 53.010.577
1 Bolt Tension
Diagonal A325X 1.0000 1 9.38 19.470.482
1 Member BlockShear
Reviewed For Code Compliance
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevation
ft
ComponentType
BoltGrade
Bolt Size
in
NumberOf
Bolts
MaximumLoad per
BoltK
AllowableLoad
K
RatioLoad
Allowable
AllowableRatio
Criteria
T7 200 Leg A325X 1.2500 6 36.91 82.830.446
1 Bolt Tension
Diagonal A325X 1.2500 1 10.16 20.300.501
1 Member BlockShear
T8 180 Leg A325X 1.2500 6 43.33 82.830.523
1 Bolt Tension
Diagonal A325X 1.2500 1 11.16 23.700.471
1 Member BlockShear
T9 160 Leg A325X 1.0000 12 23.69 53.010.447
1 Bolt Tension
Diagonal A325X 0.8750 2 8.21 27.580.298
1 Member BlockShear
T10 140 Leg A325X 1.0000 12 27.17 53.010.512
1 Bolt Tension
Diagonal A325X 0.8750 2 8.98 27.580.326
1 Member BlockShear
T11 120 Leg A325X 1.0000 12 30.16 53.010.569
1 Bolt Tension
Diagonal A325X 0.8750 2 9.33 27.580.338
1 Member BlockShear
T12 100 Leg A325X 1.2500 12 33.49 82.830.404
1 Bolt Tension
Diagonal A325X 0.8750 2 10.00 27.580.362
1 Member BlockShear
T13 80 Leg A325X 1.2500 12 36.60 82.830.442
1 Bolt Tension
Diagonal A325X 0.8750 2 10.38 27.580.376
1 Member BlockShear
T14 60 Leg A325X 1.2500 12 39.80 82.830.481
1 Bolt Tension
Diagonal A325X 0.8750 2 10.93 27.580.396
1 Member BlockShear
T15 40 Leg A325X 1.2500 12 42.92 82.830.518
1 Bolt Tension
Diagonal A325X 0.8750 2 11.00 27.580.399
1 Member BlockShear
T16 20 Diagonal A325X 1.0000 2 11.71 28.420.412
1 Member BlockShear
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 300 - 290 1 3/4 10.00 2.26 62.0K=1.00
2.4053 -15.94 81.72 0.195 1
T2 290 - 270 2 20.00 2.65 63.6K=1.00
3.1416 -62.90 105.13 0.598 1
T3 270 - 260 Pirod 195541 10.02 10.02 45.0K=1.00
3.6816 -73.70 142.87 0.516 1
T4 260 - 240 Pirod 195555 20.03 10.02 37.4K=1.00
5.3014 -117.28 215.40 0.544 1
T5 240 - 220 Pirod 195557 20.03 10.02 32.1 7.2158 -158.55 301.09 0.527 1
Reviewed For Code Compliance
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
K=1.00
T6 220 - 200 Pirod 195557 20.03 10.02 32.1K=1.00
7.2158 -200.28 301.09 0.665 1
T7 200 - 180 Pirod 195560 20.03 10.02 25.0K=1.00
11.9282 -243.42 512.79 0.475 1
T8 180 - 160 Pirod 195560 20.03 10.02 25.0K=1.00
11.9282 -287.95 512.79 0.562 1
T9 160 - 140 Pirod 211661 20.03 20.03 48.7K=1.00
14.7262 -316.40 557.27 0.568 1
T10 140 - 120 Pirod 208337 20.03 20.03 48.6K=1.00
17.8187 -366.59 674.68 0.543 1
T11 120 - 100 Pirod 208337 20.03 20.03 48.6K=1.00
17.8187 -409.58 674.68 0.607 1
T12 100 - 80 Pirod 208336 20.03 20.03 48.5K=1.00
21.2057 -458.24 803.44 0.570 1
T13 80 - 60 Valmont 208338 20.03 20.03 48.5K=1.00
21.2057 -503.93 803.44 0.627 1
T14 60 - 40 Valmont 208339 20.03 20.03 48.4K=1.00
24.8873 -551.48 943.57 0.584 1
T15 40 - 20 Valmont 208339 20.03 20.03 48.4K=1.00
24.8873 -598.42 943.57 0.634 1
T16 20 - 0 Valmont 214799 20.03 20.03 32.5K=1.00
28.8634 -642.85 1202.40 0.535 1
1P u / Pn controls
Truss-Leg Diagonal Data
SectionNo.
Elevationft
Diagonal Size Ld
ftKl/r Pn
KAin2
Vu
KVn
KStressRatio
T3 270 - 260 0.4375 1.48 137.6 165.67 0.1503 0.72 2.02 0.360
T4 260 - 240 0.4375 1.46 136.1 238.57 0.1503 0.51 2.07 0.247
T5 240 - 220 0.5 1.45 118.3 324.71 0.1963 0.45 3.56 0.125
T6 220 - 200 0.5 1.45 118.3 324.71 0.1963 0.46 3.56 0.129
T7 200 - 180 0.625 1.43 93.1 536.77 0.3068 0.58 8.24 0.071
T8 180 - 160 0.625 1.43 93.1 536.77 0.3068 0.92 8.24 0.112
T9 160 - 140 0.5 1.36 111.2 662.68 0.1963 0.76 4.15 0.184
T10 140 - 120 0.625 1.35 88.2 801.84 0.3068 0.88 9.07 0.098
T11 120 - 100 0.625 1.35 88.2 801.84 0.3068 0.83 9.07 0.092
T12 100 - 80 0.625 1.34 87.4 954.26 0.3068 0.81 7.71 0.105Reviewed For Code Compliance
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Green Swamp, NC, 478-124
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevationft
Diagonal Size Ld
ftKl/r Pn
KAin2
Vu
KVn
KStressRatio
T13 80 - 60 0.625 1.34 87.4 954.26 0.3068 0.78 7.71 0.102
T14 60 - 40 0.625 1.33 86.7 1119.93 0.3068 0.90 7.77 0.117
T15 40 - 20 0.625 1.33 86.7 1119.93 0.3068 1.22 7.77 0.157
T16 20 - 0 0.875 1.67 77.6 1298.85 0.6013 1.42 23.98 0.060
Diagonal Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 300 - 290 3/4 5.04 2.44 140.3K=0.90
0.4418 -3.39 5.07 0.669 1
T2 290 - 270 1 5.62 2.73 118.1K=0.90
0.7854 -5.22 12.73 0.410 1
T3 270 - 260 L2 1/2x2 1/2x3/16 11.42 4.98 120.8K=1.00
0.9020 -7.75 13.56 0.571 1
T4 260 - 240 L2 1/2x2 1/2x3/16 12.50 5.63 136.4K=1.00
0.9020 -7.33 10.95 0.669 1
T5 240 - 220 L3x3x3/16 13.80 6.33 127.4K=1.00
1.0900 -8.14 14.95 0.545 1
T6 220 - 200 L3x3x5/16 15.24 7.08 144.3K=1.00
1.7800 -9.50 19.32 0.492 1
T7 200 - 180 L3x3x5/16 16.80 7.84 159.7K=1.00
1.7800 -10.21 15.76 0.648 1
T8 180 - 160 L3 1/2x3 1/2x5/16 18.45 8.68 150.9K=1.00
2.0900 -10.94 20.74 0.528 1
T9 160 - 140 2L4x4x1/4x1/2 26.26 12.85 128.3K=1.00
3.8750 -17.51 52.51 0.333 1
2L 'a' > 73.0062 in - 185T10 140 - 120 2L4x4x1/4x5/8 27.59 13.52 133.6
K=1.003.8750 -17.87 48.96 0.365 1
2L 'a' > 75.9164 in - 194T11 120 - 100 2L4x4x1/4x5/8 29.01 14.23 140.5
K=1.003.8750 -19.08 44.32 0.431 1
2L 'a' > 78.9929 in - 203T12 100 - 80 2L4x4x1/4x5/8 30.49 14.97 147.9
K=1.003.8750 -20.06 40.05 0.501 1
2L 'a' > 82.2126 in - 212T13 80 - 60 2L4x4x1/4x5/8 32.02 15.73 155.4
K=1.003.8750 -21.03 36.23 0.580 1
2L 'a' > 85.5556 in - 221T14 60 - 40 2L4x4x1/4x5/8 33.61 16.53 163.3
K=1.003.8750 -22.09 32.84 0.673 1
2L 'a' > 89.0051 in - 230T15 40 - 20 2L4x4x1/4x5/8 35.23 17.34 171.3
K=1.003.8750 -22.02 29.83 0.738 1
Reviewed For Code Compliance
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
2L 'a' > 92.5466 in - 239T16 20 - 0 2L4x4x1/4x5/8 36.90 17.86 176.4
K=1.003.8750 -23.97 28.13 0.852 1
2L 'a' > 94.8048 in - 248
1P u / Pn controls
Horizontal Design Data (Compression)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 300 - 290 7/8 4.50 4.35 167.2K=0.70
0.6013 -0.57 4.86 0.117 1
T2 290 - 270 7/8 4.85 4.69 179.9K=0.70
0.6013 -0.90 4.20 0.215 1
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 300 - 290 1 4.50 4.35 146.3K=0.70
0.7854 -1.76 8.29 0.212 1
T2 290 - 270 1 4.52 4.35 146.3K=0.70
0.7854 -1.58 8.29 0.190 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 300 - 290 1 4.50 4.35 146.3K=0.70
0.7854 -1.45 8.29 0.175 1
T2 290 - 270 1 4.99 4.82 161.9K=0.70
0.7854 -1.74 6.77 0.257 1
1P u / Pn controls
Reviewed For Code Compliance
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
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 300 - 290 1 3/4 10.00 0.21 5.7 1.7942 16.76 87.47 0.192 1 #
T2 290 - 270 2 20.00 0.58 14.0 3.1416 62.73 141.37 0.444 1
T3 270 - 260 Pirod 195541 10.02 10.02 45.0 3.6816 68.69 165.67 0.415 1
T4 260 - 240 Pirod 195555 20.03 10.02 37.4 5.3014 108.75 238.57 0.456 1
T5 240 - 220 Pirod 195557 20.03 10.02 32.1 7.2158 146.14 324.71 0.450 1
T6 220 - 200 Pirod 195557 20.03 10.02 32.1 7.2158 183.55 324.71 0.565 1
T7 200 - 180 Pirod 195560 20.03 10.02 25.0 11.9282 221.47 536.77 0.413 1
T8 180 - 160 Pirod 195560 20.03 10.02 25.0 11.9282 260.00 536.77 0.484 1
T9 160 - 140 Pirod 211661 20.03 20.03 48.7 14.7262 284.30 662.68 0.429 1
T10 140 - 120 Pirod 208337 20.03 20.03 48.6 17.8187 326.03 801.84 0.407 1
T11 120 - 100 Pirod 208337 20.03 20.03 48.6 17.8187 361.90 801.84 0.451 1
T12 100 - 80 Pirod 208336 20.03 20.03 48.5 21.2057 401.84 954.26 0.421 1
T13 80 - 60 Valmont 208338 20.03 20.03 48.5 21.2057 439.16 954.26 0.460 1
T14 60 - 40 Valmont 208339 20.03 20.03 48.4 24.8873 477.63 1119.93 0.426 1
T15 40 - 20 Valmont 208339 20.03 20.03 48.4 24.8873 515.01 1119.93 0.460 1
T16 20 - 0 Valmont 214799 20.03 20.03 32.5 28.8634 549.98 1298.85 0.423 1
1P u / Pn controls
# Based on net area of leg in section below
Truss-Leg Diagonal Data
SectionNo.
Elevationft
Diagonal Size Ld
ftKl/r Pn
KAin2
Vu
KVn
KStressRatio
T3 270 - 260 0.4375 1.48 137.6 165.67 0.1503 0.72 2.02 0.360Reviewed For Code Compliance
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Green Swamp, NC, 478-124
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FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevationft
Diagonal Size Ld
ftKl/r Pn
KAin2
Vu
KVn
KStressRatio
T4 260 - 240 0.4375 1.46 136.1 238.57 0.1503 0.51 2.07 0.247
T5 240 - 220 0.5 1.45 118.3 324.71 0.1963 0.45 3.56 0.125
T6 220 - 200 0.5 1.45 118.3 324.71 0.1963 0.46 3.56 0.129
T7 200 - 180 0.625 1.43 93.1 536.77 0.3068 0.58 8.24 0.071
T8 180 - 160 0.625 1.43 93.1 536.77 0.3068 0.92 8.24 0.112
T9 160 - 140 0.5 1.36 111.2 662.68 0.1963 0.76 4.15 0.184
T10 140 - 120 0.625 1.35 88.2 801.84 0.3068 0.88 9.07 0.098
T11 120 - 100 0.625 1.35 88.2 801.84 0.3068 0.83 9.07 0.092
T12 100 - 80 0.625 1.34 87.4 954.26 0.3068 0.81 7.71 0.105
T13 80 - 60 0.625 1.34 87.4 954.26 0.3068 0.78 7.71 0.102
T14 60 - 40 0.625 1.33 86.7 1119.93 0.3068 0.90 7.77 0.117
T15 40 - 20 0.625 1.33 86.7 1119.93 0.3068 1.22 7.77 0.157
T16 20 - 0 0.875 1.67 77.6 1298.85 0.6013 1.42 23.98 0.060
Diagonal Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 300 - 290 3/4 5.04 2.44 155.9 0.4418 3.35 19.88 0.169 1
T2 290 - 270 1 5.62 2.73 131.2 0.7854 5.14 35.34 0.145 1
T3 270 - 260 L2 1/2x2 1/2x3/16 11.42 4.98 80.1 0.5183 7.20 22.55 0.319 1
T4 260 - 240 L2 1/2x2 1/2x3/16 11.93 5.38 86.2 0.5183 7.26 22.55 0.322 1
T5 240 - 220 L3x3x3/16 13.80 6.33 83.5 0.6593 8.05 28.68 0.281 1
T6 220 - 200 L3x3x5/16 15.24 7.08 94.9 1.0713 9.38 46.60 0.201 1
T7 200 - 180 L3x3x5/16 16.80 7.84 105.3 1.0127 10.16 44.05 0.231 1
T8 180 - 160 L3 1/2x3 1/2x5/16 17.62 8.27 94.6 1.2452 11.16 54.17 0.206 1
T9 160 - 140 2L4x4x1/4x1/2 26.26 12.85 125.8 2.5313 16.43 110.11 0.149 1
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
27 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
2L 'a' > 73.0062 in - 186T10 140 - 120 2L4x4x1/4x5/8 27.59 13.52 132.2 2.5313 17.97 110.11 0.163 1
2L 'a' > 75.9164 in - 195T11 120 - 100 2L4x4x1/4x5/8 29.01 14.23 139.0 2.5313 18.67 110.11 0.170 1
2L 'a' > 78.9929 in - 204T12 100 - 80 2L4x4x1/4x5/8 30.49 14.97 146.0 2.5313 19.99 110.11 0.182 1
2L 'a' > 82.2126 in - 213T13 80 - 60 2L4x4x1/4x5/8 32.02 15.73 153.4 2.5313 20.77 110.11 0.189 1
2L 'a' > 85.5556 in - 222T14 60 - 40 2L4x4x1/4x5/8 33.61 16.53 161.0 2.5313 21.85 110.11 0.198 1
2L 'a' > 89.0051 in - 231T15 40 - 20 2L4x4x1/4x5/8 35.23 17.34 168.8 2.5313 21.99 110.11 0.200 1
2L 'a' > 92.5466 in - 240T16 20 - 0 2L4x4x1/4x5/8 36.90 17.86 173.9 2.4844 23.43 108.07 0.217 1
2L 'a' > 94.8048 in - 249
1P u / Pn controls
Horizontal Design Data (Tension)
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
T1 300 - 290 7/8 4.50 4.35 238.9 0.6013 0.62 27.06 0.023 1
T2 290 - 270 7/8 4.85 4.69 257.1 0.6013 1.03 27.06 0.038 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 300 - 290 1 4.50 4.35 209.0 0.7854 1.75 35.34 0.050 1
T2 290 - 270 1 4.52 4.35 209.0 0.7854 1.60 35.34 0.045 1
Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
28 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevation
ft
Size L
ft
Lu
ft
Kl/r A
in2
Pu
K
Pn
K
RatioPu
Pn
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 300 - 290 1 4.50 4.35 209.0 0.7854 1.47 35.34 0.042 1
T2 290 - 270 1 4.99 4.82 231.3 0.7854 1.86 35.34 0.053 1
1P u / Pn controls
Section Capacity Table
SectionNo.
Elevationft
ComponentType
Size CriticalElement
PK
øPallow
K%
CapacityPassFail
T1 300 - 290 Leg 1 3/4 1 -15.94 81.72 19.5 PassT2 290 - 270 Leg 2 37 -62.90 105.13 59.8 PassT3 270 - 260 Leg Pirod 195541 94 -73.70 142.87 51.6 PassT4 260 - 240 Leg Pirod 195555 105 -117.28 215.40 54.4 PassT5 240 - 220 Leg Pirod 195557 120 -158.55 301.09 52.7 PassT6 220 - 200 Leg Pirod 195557 135 -200.28 301.09 66.5 PassT7 200 - 180 Leg Pirod 195560 150 -243.42 512.79 47.5 PassT8 180 - 160 Leg Pirod 195560 165 -287.95 512.79 56.2 PassT9 160 - 140 Leg Pirod 211661 180 -316.40 557.27 56.8 Pass
T10 140 - 120 Leg Pirod 208337 189 -366.59 674.68 54.3 PassT11 120 - 100 Leg Pirod 208337 196 -409.58 674.68 60.7 PassT12 100 - 80 Leg Pirod 208336 205 -458.24 803.44 57.0 PassT13 80 - 60 Leg Valmont 208338 214 -503.93 803.44 62.7 PassT14 60 - 40 Leg Valmont 208339 223 -551.48 943.57 58.4 PassT15 40 - 20 Leg Valmont 208339 232 -598.42 943.57 63.4 PassT16 20 - 0 Leg Valmont 214799 241 -642.85 1202.40 53.5 PassT1 300 - 290 Diagonal 3/4 11 -3.39 5.07 66.9 PassT2 290 - 270 Diagonal 1 47 -5.22 12.73 41.0 PassT3 270 - 260 Diagonal L2 1/2x2 1/2x3/16 101 -7.75 13.56 57.1
67.5 (b)Pass
T4 260 - 240 Diagonal L2 1/2x2 1/2x3/16 110 -7.33 10.95 66.968.1 (b)
Pass
T5 240 - 220 Diagonal L3x3x3/16 125 -8.14 14.95 54.568.9 (b)
Pass
T6 220 - 200 Diagonal L3x3x5/16 140 -9.50 19.32 49.2 PassT7 200 - 180 Diagonal L3x3x5/16 155 -10.21 15.76 64.8 PassT8 180 - 160 Diagonal L3 1/2x3 1/2x5/16 170 -10.94 20.74 52.8 PassT9 160 - 140 Diagonal 2L4x4x1/4x1/2 185 -17.51 52.51 33.3 Pass
T10 140 - 120 Diagonal 2L4x4x1/4x5/8 194 -17.87 48.96 36.5 PassT11 120 - 100 Diagonal 2L4x4x1/4x5/8 203 -19.08 44.32 43.1 PassT12 100 - 80 Diagonal 2L4x4x1/4x5/8 212 -20.06 40.05 50.1 PassT13 80 - 60 Diagonal 2L4x4x1/4x5/8 221 -21.03 36.23 58.0 Pass Reviewed For Code Compliance
ttnnxxTToowweerrJob
Green Swamp, NC, 478-124
Page
29 of 29
FDH Velocitel6521 Meridien Drive, Suite 107
Project
16PYHV1400
Date
15:05:50 02/03/17
Raleigh, North Carolina 27616Phone: 9197551012FAX: 9197551031
Client
Mastec Network SolutionsDesigned by
MLayden
SectionNo.
Elevationft
ComponentType
Size CriticalElement
PK
øPallow
K%
CapacityPassFail
T14 60 - 40 Diagonal 2L4x4x1/4x5/8 230 -22.09 32.84 67.3 PassT15 40 - 20 Diagonal 2L4x4x1/4x5/8 239 -22.02 29.83 73.8 PassT16 20 - 0 Diagonal 2L4x4x1/4x5/8 248 -23.97 28.13 85.2 PassT1 300 - 290 Horizontal 7/8 30 -0.57 4.86 11.7 PassT2 290 - 270 Horizontal 7/8 59 -0.90 4.20 21.5 PassT1 300 - 290 Top Girt 1 6 -1.76 8.29 21.2 PassT2 290 - 270 Top Girt 1 41 -1.58 8.29 19.0 PassT1 300 - 290 Bottom Girt 1 9 -1.45 8.29 17.5 PassT2 290 - 270 Bottom Girt 1 43 -1.74 6.77 25.7 Pass
SummaryLeg (T6) 66.5 PassDiagonal
(T16)85.2 Pass
Horizontal(T2)
21.5 Pass
Top Girt(T1)
21.2 Pass
Bottom Girt(T2)
25.7 Pass
Bolt Checks 68.9 PassRATING = 85.2 Pass
Program Version 7.0.5.1 - 2/1/2016 File://fdh-server/Projects/2016 Effective - Client Jobs/NSOROL_MasTec Network Solutions/NC/478-124_Green
Swamp/16PYHV1400-STASOO_ATT/R.1/Analysis/ReportedTower/Green Swamp Tower, NC 478-124.eri
Reviewed For Code Compliance
FDH Velocitel.,6521 M eridienDr.R aleigh,N C 27616,P h.919.755.1012,Fax919.755.1031
P rojectN o.
S iteN am e
S iteID
P u 666 kips
Vu 70 kips
Fyb,AnchorR odU lt.YieldS tress 105 ksi
Fub,AnchorR odU lt.T ensileS tress 125 ksi
num berofanchorrodsperleg 6 -
diam eterofanchorrod 2 in
A net,anchorrods 2.5 in2
η , detail type factor 0.5 -
L ar,unbracedlength 2.0 in
øR nt,designtensilestrength 250.00 kips
øR nv,designshearstrength 132.54 kips
øR nm,designflexuralstrength 84.09 kip-in
InteractionEquation 53.7% O K
InteractionEquation N /A O K
S S T -A nchorR odInteractionCheckper4.9.9 T IA -222-G
Equations:
øR nt = 0.9*Fy b *d̂ 3/6
(T IA -222-G section4.9.9)
(T IA -222-G section4.9.9)
(seeFig.4-4 A nchorR odDetailT ype)
(useT able7-18A IS C,N etT ensileA rea)
16P YHV1400
øR nt = 0.75*0.45*Fub *A b
øR nt = 0.8*Fub *A net
GreenS w am p
478-124
R IS A R eactionsperL eg
A nchorR odP roperties:
Capacity:
Interaction Equation = [P u/leg+(Vu/leg)/η ]/øR nt
InteractionEquation= [(Vu/øR nv)̂ 2+(P u/øR nt+M u/øR nm )̂ 2]
Reviewed For Code Compliance
REACTIONS DESIGNREACTIONS
* FACTOREDDESIGN
REACTIONSCURRENTREACTION
% CAPACITY
UPLIFT (kips) 663.5 895.7 568.0 63.4%
COMPRESSION (kips) 755.3 1019.7 666.0 65.3%
LEG SHEAR (kips) 126.0 170.1 111.0 65.3%
MAX MOMENT (kip-ft) 19659.2 26539.9 17412.0 65.6%
* Design loads were multiplied by 1.35 for comparison as allowed by TIA-222-G, Section 15.5.1.
FOUNDATION REACTION COMPARISON
Design loads from: Valmont Eng. File No. A-123506-F-1011050
Reviewed For Code Compliance