Structural Analysis Report - Brunswick County Governmentdocuments.brunswickcountync.gov/BCMS/0/edoc/1000656...Structural Analysis Report Structure : 320 ft Guyed Tower ATC Site Name

A.T. Engineering Services, PLLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com

Structural Analysis ReportStructure : 320 ft Guyed Tower

ATC Site Name : N. South Port, NC

ATC Site Number : 306546

Engineering Number : OAA702719_C3_01

Proposed Carrier : Duke Energy

Carrier Site Name : Brunswick ATC

Carrier Site Number : N/A

Site Location : Power Plant Access Rd.Southport, NC 28461-831633.948800,-78.011700

County : Brunswick

Date : May 22, 2017

Max Usage : 104%

Result : Pass

Prepared By:Timothy KassakatisStructural Engineer I

Reviewed By:

COA: P-1177

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Eng. Number OAA702719_C3_01May 22, 2017


Table of Contents

Introduction .................................................................................................................................... 1

Supporting Documents .................................................................................................................... 1

Analysis ........................................................................................................................................... 1

Conclusion....................................................................................................................................... 1

Existing and Reserved Equipment..................................................................................................... 2

Equipment to be Removed............................................................................................................... 2

Proposed Equipment ....................................................................................................................... 2

Structure Usages .............................................................................................................................. 3

Foundations ..................................................................................................................................... 3

Deflection, Twist, and Sway............................................................................................................... 3

Standard Conditions ......................................................................................................................... 4

Calculations ......................................................................................................................... Attached

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Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 320 ft guyed tower to reflect the change in loading by Duke Energy.

Supporting Documents

Tower Drawings FWT Job #15899, dated January 23, 1998Foundation Drawing FWT Job #15899, dated January 23, 1998Geotechnical Report S&ME Project #1261-98-001, dated January 20, 1998Modifications ATC project #40443132, dated June 25, 2007

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.

Basic Wind Speed: 138 mph (3-Second Gust)Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrentCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: CTopographic Category: 1Spectral Response: Ss = 0.24, S1 = 0.10 Site Class: D - Stiff Soil

Conclusion

Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report.

If you have any questions or require additional information, please contact American Tower via email at [email protected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.

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Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

320.0 326.0 1 Rohde & Schwarz ADD090 Leg (2) 7/8" Coax(1) 1 1/4" Coax

310.0 1 Sinclair SD214300.0

306.7 1 Sinclair SC381-HL (160")Side Arm (2) 1 1/4" Coax

US Dept. Of Homeland Security

3 Decibel DB878G105AXY3 EMS DR65-19-00DPQ278.0 278.06 Decibel DB848H90E-XY

Platform w/ Handrails (12) 1 5/8" Coax Sprint Nextel

248.0 258.0 1 Sinclair SD214 Side Arm (1) 1 1/4" Coax US Dept. Of Homeland Security

Equipment to be Removed



No loading considered as to be removed

Proposed Equipment



232.0 232.0 1 Decibel DB420-B Side Arm (1) 7/8" Coax105.0 105.0 1 Andrew DB436 Side Arm (1) 1/2" Coax

Duke Energy

1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL).

Install proposed coax on the tower face with the least amount of existing coax.

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Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 104% PassDiagonals 79% Pass

Horizontals 54% PassGuys 100% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Base Axial (kips) 245.3 331.2 239.7 72%Anchor 1 Uplift (kips) 104.1 140.5 111.3 79%Anchor 1 Shear (kips) 124.8 168.5 128.6 76%

* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1

The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required.

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection

(ft) Twist (°) Sway (Rotation) (°)

232.0 Decibel DB420-B 0.072 0.014 0.052105.0 Andrew DB436

Duke Energy0.054 0.023 0.006

*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G

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Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to:

-- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.

-- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition.

Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply.

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Job InformationTower :Code :Client :

Location : N. South Port, NCDUKE ENERGYANSI/TIA-222-G306546

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 3.00 ft

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 138 mph no ice30 mph w/ 1/4" radial iceSite Class: D Ss: 0.24 S1: 0.1060 mph Serviceability 1 SAE 36 ksi 3X3X0.5PL 36 ksi PL 4 x 0.75"SOL 50 ksi 2 1/2" SOLID2 - 6 SAE 36 ksi 2X2X0.1875SOL 36 ksi 3/4" SOLIDSOL 50 ksi 2 1/2" SOLID7 - 8 SAE 36 ksi 2X2X0.1875SOL 36 ksi 3/4" SOLIDSOL 50 ksi 2 1/4" SOLID9 - 12 SAE 36 ksi 2X2X0.1875SOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/2" SOLID13 SAE 36 ksi 2X2X0.25PL 36 ksi PL 2 x 0.5"SOL 50 ksi 2 1/2" SOLID14 SAE 36 ksi 2X2X0.25PL 36 ksi PL 2 x 0.5"SOL 50 ksi 2 1/4" SOLID15 SAE 36 ksi 2X2X0.1875SOL 36 ksi 7/8" SOLIDSOL 50 ksi 2 1/4" SOLID16 - 18 SAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25SOL 50 ksi 2 1/4" SOLID

Sub Horiz 2Sub Diag 2Sub Horiz 1Redundant Secondary BracingSection Sub Diag 1 Sub Diag 3 Sub Horiz 3 -1 - 18 - - - - -

Discrete AppurtenanceElev (ft) Type DescriptionQty320.00 Rohde & Schwarz ADD0901Yagi300.00 Flat Side Arm1Straight Arm300.00 Sinclair SC381-HL (160")1Whip300.00 Sinclair SD2141Whip300.00 Flat Side Arm1Straight Arm278.00 Flat Platform w/ Handrails1Platform278.00 Decibel DB878G105AXY3Panel278.00 EMS DR65-19-00DPQ3Panel278.00 Decibel DB848H90E-XY6Panel248.00 Sinclair SD2141Whip248.00 Flat Side Arm1Straight Arm232.00 Flat Side Arm1Straight Arm232.00 Decibel DB420-B1Whip224.00 Torque Arms1Other169.00 Torque Arms1Other105.00 Andrew DB4361Whip105.00 Flat Side Arm1Straight Arm

Linear AppurtenanceElev (ft)From DescriptionTo Qty

280.00 320.00 Waveguide15.00 320.00 7/8" Coax25.00 320.00 1 1/4" Coax15.00 300.00 1 1/4" Coax15.00 300.00 1 1/4" Coax15.00 278.00 1 5/8" Coax125.00 248.00 1 1/4" Coax15.00 232.00 7/8" Coax15.00 105.00 1/2" Coax1

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Job InformationTower :Code :Client :

Location : N. South Port, NCDUKE ENERGYANSI/TIA-222-G306546

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 3.00 ft

Guy Anchor Design LoadsRadius (ft) Shear (kip)Drop (ft) Uplift (kip)Azimuth ( ° )

0.00224.00 0 111.34 128.600.00224.00 240 111.12 128.600.00224.00 120 111.12 128.60Global Base Foundation Design Loads

Horizontal (kip)Vertical (kip)239.71 1.77

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5/22/2017 12:46:08 PM© 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number: 306546

Site Name:Code: ANSI/TIA-222-G

N. South Port, NCCustomer: DUKE ENERGY

Engineering Number: OAA702719_C3_01

Analysis ParametersHeight (ft):

Bottom Face Width (ft): 3.00Top Face Width (ft): 3.00

Shape: Triangle

Tower Type: Guyed

320Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: FWT Inc

BRUNSWICK County, NC

Ice & Wind ParametersStructure Class:Exposure Category:

Design Ice Thickness:

IIC

0.25 inTopographic Category: 1

0.0 ftCrest Height:

Design Windspeed Without Ice:Design Windspeed With Ice:Operational Windspeed:

138 mph30 mph60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.240

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.256 :d1S 0.157

:1S 0.098p: 1.3

0.62Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.101: 0.101TL

a:S:

ds :V : CS

CSCS

Load Cases1.2D + 1.6W Normal 138 mph Normal to Face with No Ice1.2D + 1.6W 60 deg 138 mph 60 degree with No Ice1.2D + 1.6W 90 deg 138 mph 90 degree with No Ice1.2D + 1.6W 120 deg 138 mph 120 degree with No Ice1.2D + 1.6W 180 deg 138 mph 180 degree with No Ice1.2D + 1.6W 210 deg 138 mph 210 degree with No Ice1.2D + 1.6W 240 deg 138 mph 240 degree with No Ice1.2D + 1.6W 300 deg 138 mph 300 degree with No Ice1.2D + 1.6W 330 deg 138 mph 330 degree with No Ice1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.25 in Radial Ice(1.2 + 0.2Sds) * DL + E Normal Seismic Normal(1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg(1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg

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Analysis Parameters(1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg(1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg(1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg(1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg(1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg(1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg

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Tower Loading

(ft)Orient.FactorElevation(ft) Description Wt.(lb) (sf)EPA K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.2D + 1.6W

M(lb-ft) Q (WL) (DL)(lb)a u (psf)z (lb)Fa Pa

320.0 Rohde & Schwarz 1 88 20.8 1.00 1.00 6.06.6 31.5 31.5 11394.2 67.26 1899 127300.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 66.09 566 216300.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 66.09 566 216300.0 Sinclair SC381-HL 1 47 6.0 1.00 1.00 6.713.3 4.5 4.5 3614.0 66.40 542 68300.0 Sinclair SD214 1 46 12.8 1.00 1.00 10.020.0 23.0 4.0 11585.5 66.55 1159 66278.0 Decibel DB848H90E- 6 28 8.4 0.75 0.75 0.08.0 6.5 8.0 0.0 65.04 2495 242278.0 Decibel 3 25 10.3 0.75 0.66 0.08.0 10.5 4.5 0.0 65.04 1353 108278.0 EMS DR65-19-00DPQ 3 32 8.1 0.75 0.63 0.06.0 12.0 4.0 0.0 65.04 1019 138278.0 Flat Platform w/ 1 2000 42.4 1.00 1.00 0.00.0 0.0 0.0 0.0 65.04 3751 2880248.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 63.50 544 216248.0 Sinclair SD214 1 46 12.8 1.00 1.00 10.020.0 23.0 4.0 11146.2 64.03 1115 66232.0 Decibel DB420-B 1 35 4.5 1.00 1.00 0.019.4 3.0 3.0 0.0 62.61 381 50232.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 62.61 536 216224.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 62.15 1268 720169.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 58.57 1195 720105.0 Andrew DB436 1 7 0.8 1.00 1.00 0.01.2 35.0 1.0 0.0 52.99 59 10105.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 52.99 454 216Totals 26 4357 267.0

(ft)Orient.Ice EPAIce Wt FactorElevation(ft) Description (lb) (sf) K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.2D + 1.0Di + 1.0Wi


320.0 Rohde & Schwarz 1 1.00110 26.0 1.00 6.06.6 31.5 31.5 420.8 3.18 70 154300.0 Flat Side Arm 1 1.00176 7.2 1.00 0.00.0 0.0 0.0 0.0 3.12 19 247300.0 Flat Side Arm 1 1.00176 7.2 1.00 0.00.0 0.0 0.0 0.0 3.12 19 247300.0 Sinclair SC381-HL 1 1.00115 7.7 1.00 6.713.3 4.5 4.5 137.4 3.14 21 149300.0 Sinclair SD214 1 1.0057 16.0 1.00 10.020.0 23.0 4.0 427.5 3.15 43 79278.0 Decibel DB848H90E- 6 0.7535 10.4 0.75 0.08.0 6.5 8.0 0.0 3.07 92 292278.0 Decibel 3 0.7531 12.9 0.66 0.08.0 10.5 4.5 0.0 3.07 50 130278.0 EMS DR65-19-00DPQ 3 0.7540 10.1 0.63 0.06.0 12.0 4.0 0.0 3.07 38 167278.0 Flat Platform w/ 1 1.002506 49.9 1.00 0.00.0 0.0 0.0 0.0 3.07 130 3487248.0 Flat Side Arm 1 1.00176 7.2 1.00 0.00.0 0.0 0.0 0.0 3.00 18 247248.0 Sinclair SD214 1 1.0057 15.9 1.00 10.020.0 23.0 4.0 409.8 3.03 41 79232.0 Decibel DB420-B 1 1.0043 5.6 1.00 0.019.4 3.0 3.0 0.0 2.96 14 60232.0 Flat Side Arm 1 1.00176 7.2 1.00 0.00.0 0.0 0.0 0.0 2.96 18 247224.0 Torque Arms 1 1.00621 18.6 1.00 0.00.0 0.0 0.0 0.0 2.94 47 866169.0 Torque Arms 1 1.00618 18.5 1.00 0.00.0 0.0 0.0 0.0 2.77 44 861105.0 Andrew DB436 1 1.0030 2.7 1.00 0.01.2 35.0 1.0 0.0 2.50 6 37105.0 Flat Side Arm 1 1.00174 7.1 1.00 0.00.0 0.0 0.0 0.0 2.50 15 244Totals 26 5456 328.3

(ft)Orient.FactorElevation(ft) Description Wt.(lb) (sf)EPA K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.0D + 1.0W Service


320.0 Rohde & Schwarz 1 88 20.8 1.00 1.00 6.06.6 31.5 31.5 1346.2 12.71 224 88300.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 12.49 67 150300.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 12.49 67 150300.0 Sinclair SC381-HL 1 47 6.0 1.00 1.00 6.713.3 4.5 4.5 427.0 12.55 64 47Page 3

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Tower Loading300.0 Sinclair SD214 1 46 12.8 1.00 1.00 10.020.0 23.0 4.0 1368.8 12.58 137 46278.0 Decibel DB848H90E- 6 28 8.4 0.75 0.75 0.08.0 6.5 8.0 0.0 12.30 295 168278.0 Decibel 3 25 10.3 0.75 0.66 0.08.0 10.5 4.5 0.0 12.30 160 75278.0 EMS DR65-19-00DPQ 3 32 8.1 0.75 0.63 0.06.0 12.0 4.0 0.0 12.30 120 96278.0 Flat Platform w/ 1 2000 42.4 1.00 1.00 0.00.0 0.0 0.0 0.0 12.30 443 2000248.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 12.00 64 150248.0 Sinclair SD214 1 46 12.8 1.00 1.00 10.020.0 23.0 4.0 1316.9 12.10 132 46232.0 Decibel DB420-B 1 35 4.5 1.00 1.00 0.019.4 3.0 3.0 0.0 11.84 45 35232.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 11.84 63 150224.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.75 150 500169.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.07 141 500105.0 Andrew DB436 1 7 0.8 1.00 1.00 0.01.2 35.0 1.0 0.0 10.02 7 7105.0 Flat Side Arm 1 150 6.3 1.00 1.00 0.00.0 0.0 0.0 0.0 10.02 54 150

Totals 26 4357 267.0

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Tower Loading

Qty Zone(ft) In BlockFrom(ft) Description (lb/ft)WeightElev OutOfPctLinear Appurtenance Properties

Width(in) Spread OnFaces BundlingArrangementArrangement ClusterDia (in) Spacing(in) FactorOrientation KaOverride(ft)ElevTo

5.00 320.0 1 1/4" Coax 1 1.55 0.63 2 Individual0 0.00 0.00 1.00 0.00N5.00 320.0 7/8" Coax 2 1.09 0.33 2 Individual0 0.00 0.00 1.00 0.00N280.0 320.0 Waveguide 1 1.50 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N5.00 300.0 1 1/4" Coax 1 1.55 0.63 2 Individual0 0.00 0.00 1.00 0.00N5.00 300.0 1 1/4" Coax 1 1.55 0.63 Lin App Individual0 0.00 0.00 1.00 0.00N5.00 278.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N5.00 248.0 1 1/4" Coax 1 1.55 0.63 Lin App Individual0 0.00 0.00 1.00 0.00N5.00 232.0 7/8" Coax 1 1.09 0.33 Lin App Individual0 0.00 1.00 1.00 0.00N5.00 105.0 1/2" Coax 1 0.63 0.15 Lin App Individual0 0.00 1.00 1.00 0.00N

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Force/Stress Summary Section: 5.000Height (ft):0.00Bot Elev (ft):1 Base

DIAGHORIZLEG SOL - 2 1/2" SOLID

PL - PL 4 x 0.75" -15.400.00-89.01 1.2D + 1.6W

1.2D + 1.6W 3.2220.0002.51 1000

50 500100 100 48.3 50.0 186.36 0 0 0.00 0.00 47 Member X

Member Y 0.000.000069.2036.080.3500 0.0 0.0 0.00 0 0 0.00 0.00 0

Max Compression Member (kip)Pu

Load Case (ft)Len

XBracing %

Y Z KL/R (ksi)F'y Phic Pn

(kip) BoltsNum Num

Holes (kip)phiRnvShear BearphiRn

(kip) %Use

Controls

DIAGHORIZLEG

SAE - 3X3X0.50.00

17.690.00

1.2D + 1.6W 0

360 0

580 0.00

000

0.0089.10

000 0.00

0.000.00 0.00

0.000.00 0

190

Member

Controls%Use(kip)phiRnBear(kip)phiRnvShear

HolesNumBoltsNum(kip)Phit Pn(ksi)Fu(ksi)FyLoad Case(kip)PuMax Tension MemberBlk Shearphit Pn(kip)

0.000.00

Bolt TypeBolts%(kip)Max Splice Forces Pu(kip) Load CaseTop TensionTop CompressionBot CompressionBot Tension

phiRnt Use

83.78 1.2D + 1.6W 0.00 00.00 0.00 0

0.00 0.00 00.00 0.00 00

Num

Section: 15.000Height (ft):5.00Bot Elev (ft):2 1


SOL - 3/4" SOLID -4.190.00-89.93 1.2D + 1.6W

1.2D + 1.6W 4.7050.0003.63 1000

50 500100 100 69.6 50.0 155.05 0 0 0.00 0.00 58 Member X

Member X 0.000.00005.4436.0135.5500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 2X2X0.18750.008.820.00

1.2D + 1.6W 0

360 0

580 0.00

000

0.0023.17

000 0.00

0.000.00 0.00

0.000.00 0

380

Member



0.000.00


phiRnt Use

96.28 1.2D + 1.6W 330 0.00 00.00 0.00 0

83.78 1.2D + 1.6W 0.00 00.00 0.00 00

Num

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Force/Stress Summary Section: 20.000Height (ft):20.00Bot Elev (ft):3 1


SOL - 3/4" SOLID -3.870.00-92.38 1.2D + 1.6W

1.2D + 1.6W 4.9200.0003.90 1000

50 500100 100 74.9 50.0 146.64 0 0 0.00 0.00 63 Member X

Member X 0.000.00004.9736.0141.7500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SAE - 2X2X0.1875

0.005.000.00 1.2D + 1.6W

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

210 Member



0.000.00


phiRnt Use

94.85 1.2D + 1.6W 330 0.00 00.00 0.00 0

96.28 1.2D + 1.6W 330 0.00 00.00 0.00 00

Num


DIAGHORIZLEG SOL - 2 1/2" SOLIDSAE - 2X2X0.1875

SOL - 3/4" SOLID -2.00-2.43-90.54 1.2D + 1.6W 90 1.2D + 1.6W 90

1.2D + 1.6W 4.9203.0003.90 100100

50 50100100 100 74.9 50.0 146.64 0 0 0.00 0.00 61 Member XMember ZMember X 0.000.00004.9736.0141.750

100 59.4 36.0 19.24 0 0 0.00 0.00 12Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SOL - 3/4" SOLID 5.594.820.00 1.2D + 1.6W

1.2D + 1.6W 210 36360 058

58 14.31000

0.0023.17 000 0.00

0.000.00 0.000.000.00 39

200 Member

Member



0.000.00


phiRnt Use

84.96 1.2D + 1.6W 0.00 00.00 0.00 0

94.85 1.2D + 1.6W 330 0.00 00.00 0.00 0

0

Num

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SOL - 3/4" SOLID -4.00-2.40-90.94 1.2D + 1.6W 90 1.2D + 1.6W 90

1.2D + 1.6W 4.9203.0003.90 100100



PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SOL - 3/4" SOLID 4.654.970.00 1.2D + 1.6W

1.2D + 1.6W 90 36360 058

58 14.31000

0.0023.17 000 0.00

0.000.00 0.000.000.00 32

210 Member

Member



0.000.00


phiRnt Use

97.93 1.2D + 1.6W 330 0.00 00.00 0.00 0

84.96 1.2D + 1.6W 0.00 00.00 0.00 00

Num



SOL - 3/4" SOLID -2.650.00-91.48 1.2D + 1.6W 60

1.2D + 1.6W 4.9200.0003.90 1000

50 500100 100 74.9 50.0 146.64 0 0 0.00 0.00 62 Member X

Member X 0.000.00004.9736.0141.7500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.004.990.00 1.2D + 1.6W

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

210 Member



0.000.00


phiRnt Use

87.82 1.2D + 1.6W 330 0.00 00.00 0.00 0

97.93 1.2D + 1.6W 330 0.00 00.00 0.00 0

0

Num

Page 8

athompson

Stamp







SOL - 3/4" SOLID -4.72-3.97-87.54 1.2D + 1.6W 1.2D + 1.6W 90

1.2D + 1.6W 4.9203.0003.90 100100



PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SOL - 3/4" SOLID 6.615.720.00 1.2D + 1.6W

1.2D + 1.6W 90 36360 058

58 14.31000

0.0023.17 000 0.00

0.000.00 0.000.000.00 46

240 Member

Member



0.000.00


phiRnt Use

70.55 1.2D + 1.6W 240 0.00 00.00 0.00 0

87.82 1.2D + 1.6W 330 0.00 00.00 0.00 00

Num



SOL - 3/4" SOLID -4.160.00-69.66 1.2D + 1.6W

1.2D + 1.6W 4.9200.0003.90 1000

50 500100 100 83.2 50.0 107.86 0 0 0.00 0.00 64 Member X

Member X 0.000.00004.9736.0141.7500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.004.560.00 1.2D + 1.6W

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

190 Member



0.000.00


phiRnt Use

75.06 1.2D + 1.6W 180 0.00 00.00 0.00 0

70.55 1.2D + 1.6W 240 0.00 00.00 0.00 0

0

Num

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athompson

Stamp







SOL - 7/8" SOLID -2.280.00-94.24 1.2D + 1.6W

1.2D + 1.6W 4.9200.0003.90 1000

50 500100 100 74.9 50.0 146.64 0 0 0.00 0.00 64 Member X

Member X 0.000.00008.9636.0121.5500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.004.850.00 1.2D + 1.6W

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

200 Member



0.000.00


phiRnt Use

105.32 1.2D + 1.6W 0.00 00.00 0.00 0

75.06 1.2D + 1.6W 180 0.00 00.00 0.00 00

Num



SOL - 7/8" SOLID -1.00-3.52-117.45 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 4.9203.0003.90 100100



PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.008.800.00 1.2D + 1.6W 60

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

370 Member



0.000.00


phiRnt Use

113.81 1.2D + 1.6W 0.00 00.00 0.00 0

105.32 1.2D + 1.6W 0.00 00.00 0.00 0

0

Num

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athompson

Stamp







SOL - 7/8" SOLID -4.320.00-109.13 1.2D + 1.6W

1.2D + 1.6W 4.9200.0003.90 1000

50 500100 100 74.9 50.0 146.64 0 0 0.00 0.00 74 Member X

Member X 0.000.00008.9636.0121.5500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.004.680.00 1.2D + 1.6W

0360 058

0 0.00000

0.0023.17 000 0.00

0.000.00 0.000.000.00 0

200 Member



0.000.00


phiRnt Use

116.68 1.2D + 1.6W 0.00 00.00 0.00 0

113.81 1.2D + 1.6W 0.00 00.00 0.00 00

Num



SOL - 7/8" SOLID -2.64-0.03-135.10 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 4.9203.0003.90 100100



PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SOL - 7/8" SOLID 0.665.127.47 1.2D + 1.6W 180 1.2D + 1.6W 210

1.2D + 1.6W 60 363650 6558

58 19.48000

220.9523.17 000 0.00

0.000.00 0.000.000.00 3

223 MemberMember

Member



0.000.00


phiRnt Use

146.11 1.2D + 1.6W 0.00 07.47 1.2D + 1.6W 180 0.00 0

116.68 1.2D + 1.6W 0.00 00.00 0.00 0

0

Num

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athompson

Stamp







PL - PL 2 x 0.5" -0.24-9.12-152.96 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 4.9203.0003.90 100100

50 50100100 100 74.9 50.0 146.64 0 0 0.00 0.00 104 Member XMember ZMember Y 0.000.00006.6636.0184.150


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


PL - PL 2 x 0.5" 11.7216.6249.14 1.2D + 1.6W 180 1.2D + 1.6W 60

1.2D + 1.6W 90 363650 6558

58 32.40000

220.9530.46 000 0.00

0.000.00 0.000.000.00 36

5422 MemberMember

Member



0.000.00


phiRnt Use

93.21 1.2D + 1.6W 0.00 04.31 1.2D + 1.6W 180 0.00 0

146.11 1.2D + 1.6W 0.00 07.47 1.2D + 1.6W 180 0.00 00

Num



PL - PL 2 x 0.5" -1.48-3.98-92.79 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 4.9203.0003.90 100100

50 50100100 100 83.2 50.0 107.86 0 0 0.00 0.00 86 Member XMember ZMember Y 0.000.00006.6636.0184.150


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


PL - PL 2 x 0.5" 7.805.704.42 1.2D + 1.6W 180 1.2D + 1.6W 180

1.2D + 1.6W 120 363650 6558

58 32.40000

178.9230.46 000 0.00

0.000.00 0.000.000.00 24

182 MemberMember

Member



0.000.00


phiRnt Use

58.58 1.2D + 1.6W 0.00 00.00 0.00 0

93.21 1.2D + 1.6W 0.00 04.31 1.2D + 1.6W 180 0.00 0

0

Num

Page 12

athompson

Stamp







SOL - 7/8" SOLID -2.500.00-60.03 1.2D + 1.6W

1.2D + 1.6W 4.7540.0003.69 1000

50 500100 100 78.7 50.0 113.80 0 0 0.00 0.00 52 Member X

Member X 0.000.00009.4336.0117.4500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SOL - 7/8" SOLID 0.503.150.00 1.2D + 1.6W

1.2D + 1.6W 180 36360 058

58 19.48000

0.0023.17 000 0.00

0.000.00 0.000.000.00 2

130 Member

Member



0.000.00


phiRnt Use

64.44 1.2D + 1.6W 0.00 00.00 0.00 0

58.58 1.2D + 1.6W 0.00 00.00 0.00 00

Num



SAE - 2X2X0.25 -8.290.00-49.12 1.2D + 1.6W

1.2D + 1.6W 4.7540.0003.69 1000

50 500100 100 78.7 50.0 113.80 0 0 0.00 0.00 43 Member X

Bolt Shear6617.4012.431120.8736.084.7500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2X2X0.25 8.280.0033.49 1.2D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 24.55001

178.920.00 001 12.43

0.000.00 0.000.0010.44 79

018 Member

Bolt Bear



0.0012.29


phiRnt Use

20.84 1.2D + 1.6W 240 0.00 00.00 0.00 0

64.44 1.2D + 1.6W 0.00 00.00 0.00 0

0

Num

Page 13

athompson

Stamp







SAE - 2X2X0.25 -2.520.00-30.10 1.2D + 1.6W 90

1.2D + 1.6W 4.7050.0003.63 1000

50 500100 100 77.3 50.0 115.55 0 0 0.00 0.00 26 Member X

Bolt Shear2017.4012.431120.9836.084.2500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2X2X0.25 2.890.009.46 1.2D + 1.6W 90

1.2D + 1.6W 330 36050 650

58 24.55001

178.920.00 001 12.43

0.000.00 0.000.0010.44 27

05 Member

Bolt Bear



0.0012.29


phiRnt Use

25.66 1.2D + 1.6W 90 0.00 06.28 1.2D + 1.6W 240 0.00 0

20.84 1.2D + 1.6W 240 0.00 00.00 0.00 00

Num



SAE - 2X2X0.25 -2.89-1.07-24.37 1.2D + 1.6W 60 1.2D + 1.6W

1.2D + 1.6W 4.7543.0003.69 100100

50 50100100 100 78.7 50.0 113.80 0 0 0.00 0.00 21 Member XBolt ShearBolt Shear2317.4012.431120.8736.084.750


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2X2X0.25 3.570.605.48 1.2D + 1.6W 90 1.2D + 1.6W

1.2D + 1.6W 180 363650 6558

58 24.55011

178.9224.55 011 12.43

12.430.00 0.0010.4410.44 34

53 MemberBolt Bear

Bolt Bear



12.2912.29


phiRnt Use

0.17 1.2D + 1.0Di + 0.00 00.00 0.00 0

25.66 1.2D + 1.6W 90 0.00 06.28 1.2D + 1.6W 240 0.00 0

0

Num

Maximum Reactions SummaryBase

Vertical (kip)Horizontal (kip)

239.711.77

-111.34128.60

Anch1

Page 14

athompson

Stamp





Force/Stress Summary Guy Anchor Design Loads

Radius (ft) Shear (kip)Drop (ft) Uplift (kip)Azimuth ( ° )0.00224.00 0 111.34 128.600.00224.00 240 111.12 128.600.00224.00 120 111.12 128.60

Tension

Maximum Cable Forces Summary

Load CaseAnchor Node

Allow(kip) (kip)

Tower Node Use%

AppliedTensionElevation(ft) Cable1.2D + 1.6W 60 deg A1a 22b 25.44 14.85 5855.84 5/8 EHS1.2D + 1.6W 60 deg A1a 42b 25.44 17.50 69111.94 5/8 EHS1.2D + 1.6W 60 deg A1a T3a 21.00 13.20 63168.05 9/16 EHS1.2D + 1.6W 60 deg A1a T4a 34.98 24.21 69224.14 3/4 EHS1.2D + 1.6W 180 deg A1 99 62.70 47.61 76275.00 1 EHS1.2D + 1.6W 180 deg A1 114 21.00 21.08 100316.31 9/16 EHS

Page 15

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Stamp