Structural Analysis Report - Harnett County

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 : 288 ft Guyed Tower

ATC Site Name : Harmony NC, NC

ATC Site Number : 21271

Engineering Number : OAA724565_C3_01

Proposed Carrier : Verizon

Carrier Site Name : McCleans

Carrier Site Number : 169274

Site Location : 5091 NC 210 SouthBunnlevel, NC 28323-878035.334100, -78.859300

County : Harnett

Date : February 23, 2018

Max Usage : 102%

Result : Pass

Prepared By:Alexander CartledgeStructural Engineer I

Reviewed By:

COA: P-1177

Eng. Number OAA724565_C3_01February 23, 2018


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


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 288 ft guyed tower to reflect the change in loading by Verizon.

Supporting Documents

Tower Drawings Rohn Drawing # B981756, dated May 29, 1998Foundation Drawing F&R, Project # Y66-547, dated June 26, 1998Geotechnical Report F&R, Report # Y66-547, dated May 4, 1998

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: 95 mph (3-Second Gust)Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 3/4" radial ice concurrentCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: CTopographic Category: 1Crest Height: 0 ftSpectral Response: Ss = 0.19, S1 = 0.09 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.


Page 2


Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

3 KMW EPBQ-652L8H83 Ericsson RRUS 32 B22 Kathrein 742 2134 Kathrein 741 9893 Ericsson RRUS-11 800MHz1 Raycap DC6-48-60-18-8F(32.8 lbs)

288.0 290.0

6 RFS ATM192012-0

Sector Frames

(2) 0.74" 8 AWG 7(12) 2 1/4" Coax

(1) 3/8" RET Control Cable

(1) 0.28" Fiber

AT&T Mobility

3 Commscope DT465B-2XR3 RFS APXVSPP18-C-A20

3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield

3 Alcatel-Lucent 1900MHz 4X45 RRH270.0 270.0

6 Alcatel-Lucent 800MHz 2X50W RRH w/ Filter

Sector Frames (4) 1 1/4" Hybriflex Sprint Nextel

3 Powerwave 7762.00259.0 259.0

3 LGP LGP186nnSector Frames (12) 1 5/8" Coax T-Mobile

245.0 245.0 3 Antel BXA-70080/8CF (94.1") Sector Frames (6) 1 5/8" Coax Verizon

Equipment to be Removed



3 Antel BXA-70080/8CF3 Antel BXA-70063-8CF-EDIN-26 Antel LPA-185090/8CF ___ 2°

245.0 245.0

6 RFS FD9R6004

- (6) 1 5/8" Coax Verizon

Remove (6) 1 5/8” Coax for a final configuration of 3-on-3.

Proposed Equipment



6 Commscope NHH-65C-R2B3 Raycap RCMDC-6627-PF-486 Ericsson Radio 4449 - B13&B5

245.0 245.0

6 Ericsson 8843 Rev 2

Sector Frames (3) 1 5/8" Fiber Verizon

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 stacked on top of existing Verizon coax.


Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 97% PassDiagonals 102% Pass

Horizontals 57% PassGuys 76% Pass

Leg Bolts 7% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Base Axial (kips) 240.1 324.1 245.2 76%Anchor 1 Uplift (kips) 88.0 118.8 83.0 70%Anchor 1 Shear (kips) 83.1 112.2 75.9 68%

* 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) (°)

Ericsson 8843 Rev 2Ericsson Radio 4449 - B13&B5

Raycap RCMDC-6627-PF-48245.0

Commscope NHH-65C-R2B

Verizon 0.280 0.025 0.118

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


Standard Conditions

All engineering services performed by A.T. Engineering Services, PLLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following:

Information supplied by the client regarding antenna, mounts and feed line loading

Information from drawings, design and analysis documents, and field notes in the possession of A.T. Engineering Services, PLLC

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.

All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications.

Unless explicitly agreed by both the client and A.T. Engineering Services, PLLC, all services will be performed in accordance with the current revision of ANSI/TIA-222.

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 supplied herein.

Job InformationTower :

Code :Client :

Location : HARMONY NC, NCVerizon WirelessANSI/TIA-222-G

21271© 2007 - 2018 by ATC IP LLC. All rights reserved.

Shape : Triangle

Base Width : 5.04 ft

Tower Ht : 288.00 ft

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 95 mph no ice30 mph w/ 3/4" radial iceSite Class: D Ss: 0.19 S1: 0.0960 mph Serviceability 1 CHN 36 ksi C10 x 25PX 50 ksi 4" DIA PIPE2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE5 DAS 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE6 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE7 - 8 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE9 DAS 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE10 - 11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE12 SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE13 DAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE14 - 15 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE16 DAS 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE17 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE18 SAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPEDiscrete Appurtenance

Elev (ft) Type DescriptionQty288.00 KMW EPBQ-652L8H83Panel288.00 Ericsson RRUS 32 B23Panel288.00 Round Sector Frame3Mounting Frame288.00 Kathrein Scala 742 2132Panel288.00 Kathrein Scala 741 9894Panel288.00 Ericsson RRUS-11 800 MHz3Panel288.00 Raycap DC6-48-60-18-8F(32.8 lb1Panel288.00 RFS ATM192012-06Panel276.00 Torque Arms1Other270.00 Flat Light Sector Frame3Mounting Frame270.00 Commscope DT465B-2XR3Panel270.00 RFS APXVSPP18-C-A203Panel270.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel270.00 Alcatel-Lucent 1900 MHz 4X45 R3Panel270.00 Alcatel-Lucent 800 MHz 2X50W R6Panel259.00 Round Sector Frame3Mounting Frame259.00 Powerwave 7762.003Panel259.00 LGP Allgon LGP186nn3Panel245.00 Commscope NHH-65C-R2B6Panel245.00 Raycap RCMDC-6627-PF-483Panel245.00 Ericsson Radio 4449 - B13&B56Panel245.00 Ericsson 8843 Rev 26Panel245.00 Round Sector Frame3Mounting Frame245.00 Antel BXA-70080/8CF (94.1")3Panel219.00 Torque Arms1Other

Linear AppurtenanceElev (ft)From DescriptionTo Qty5.00 288.00 3/8" (0.38"- 9.5mm) 15.00 288.00 2 1/4" Coax85.00 288.00 2 1/4" Coax45.00 288.00 0.74" (18.7mm) 8 AWG25.00 288.00 0.28" (7mm) Fiber15.00 270.00 1 1/4" Hybriflex Cab45.00 259.00 1 5/8" Coax125.00 245.00 1 5/8" Coax65.00 245.00 1 5/8" (1.63"-41.3mm3


Code :Client :



Shape : Triangle




Code :Client :



Shape : Triangle



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

10.00180.00 0 73.14 75.54-4.00180.00 240 79.14 75.90-15.00180.00 120 82.97 75.46Global Base Foundation Design Loads

Horizontal (kip)Vertical (kip)245.21 2.82

2/23/2018 11:00:55 AM© 2007 - 2018 by ATC IP LLC. All rights reserved.Site Number: 21271

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

HARMONY NC, NCCustomer: Verizon Wireless

Engineering Number: OAA724565_C3_01

Analysis ParametersHeight (ft):

Bottom Face Width (ft): 5.04Top Face Width (ft): 5.04

Shape: Triangle

Tower Type: Guyed

288Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: Rohn

HARNETT County, NC

Kd:Ke:

Ice & Wind ParametersStructure Class:Exposure Category:

Design Ice Thickness:

IIC

0.75 inTopographic Category: 1

0 ftCrest Height:

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

95 mph30 mph60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.191

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.204 :d1S 0.141

:1S 0.088p: 1.3

1.07Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.053: 0.053TL

a:S:

ds :V : CS

CSCS

Load Cases1.2D + 1.6W Normal 95 mph Normal with No Ice1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice1.2D + 1.6W 90 deg 95 mph 90 degree with No Ice1.2D + 1.6W 120 deg 95 mph 120 degree with No Ice1.2D + 1.6W 180 deg 95 mph 180 degree with No Ice1.2D + 1.6W 210 deg 95 mph 210 degree with No Ice1.2D + 1.6W 240 deg 95 mph 240 degree with No Ice1.2D + 1.6W 300 deg 95 mph 300 degree with No Ice1.2D + 1.6W 330 deg 95 mph 330 degree with No Ice1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.75 in Radial Ice1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.75 in Radial Ice(1.2 + 0.2Sds) * DL + E Normal Seismic Normal

Page 1





Analysis Parameters(1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg(1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg(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

Page 2





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

288.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 2.00.8 11.5 6.0 194.9 31.10 97 79288.0 Raycap DC6-48-60- 1 33 1.3 0.80 1.00 2.02.0 11.0 11.0 86.6 31.10 43 39288.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 2.01.4 17.8 9.2 255.8 31.10 128 194288.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 2.02.3 12.1 7.0 278.1 31.10 139 191288.0 Kathrein Scala 741 4 17 3.1 0.80 0.66 2.04.3 6.1 2.7 561.0 31.10 280 79288.0 Kathrein Scala 742 2 22 5.1 0.80 0.67 2.06.4 6.1 2.7 466.1 31.10 233 53288.0 KMW EPBQ-652L8H8 3 62 12.0 0.80 0.68 2.08.3 12.0 6.3 1653.9 31.10 827 225288.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 31.05 917 1080276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 30.78 628 600270.0 Alcatel-Lucent 800 6 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 30.64 206 461270.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 30.64 116 216270.0 Alcatel-Lucent TD- 3 70 4.1 0.80 0.50 0.02.2 18.6 6.7 0.0 30.64 202 252270.0 RFS APXVSPP18-C- 3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 30.64 553 205270.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 30.64 628 209270.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 30.64 1259 1440259.0 LGP Allgon 3 10 0.7 0.80 0.50 0.00.6 10.7 2.7 0.0 30.37 35 36259.0 Powerwave 7762.00 3 39 7.1 0.80 0.59 0.04.3 16.0 4.0 0.0 30.37 417 140259.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 30.37 1004 1080245.0 Ericsson 8843 Rev 2 6 75 1.6 0.80 0.50 0.01.3 13.2 11.1 0.0 30.02 162 540245.0 Ericsson Radio 4449 6 70 1.6 0.80 0.50 0.01.3 13.2 9.3 0.0 30.02 162 504245.0 Raycap RCMDC- 3 32 4.1 0.80 0.67 0.02.5 16.5 12.6 0.0 30.02 266 115245.0 Antel BXA- 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 30.02 710 90245.0 Commscope NHH- 6 52 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 30.02 1562 372245.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 30.02 886 1080219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 29.31 598 600Totals 84 8233 533.1 988012059

(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


288.0 RFS ATM192012-0 6 0.8054 1.4 0.50 2.00.8 11.5 6.0 17.9 3.10 9 340288.0 Raycap DC6-48-60- 1 0.80133 2.9 1.00 2.02.0 11.0 11.0 12.2 3.10 6 140288.0 Ericsson RRUS-11 3 0.80151 3.2 0.50 2.01.4 17.8 9.2 20.4 3.10 10 484288.0 Ericsson RRUS 32 B2 3 0.80148 3.5 0.50 2.02.3 12.1 7.0 22.3 3.10 11 477288.0 Kathrein Scala 741 4 0.80102 4.1 0.66 2.04.3 6.1 2.7 46.0 3.10 23 420288.0 Kathrein Scala 742 2 0.80145 6.5 0.67 2.06.4 6.1 2.7 36.8 3.10 18 299288.0 KMW EPBQ-652L8H8 3 0.80346 13.8 0.68 2.08.3 12.0 6.3 118.9 3.10 59 1075288.0 Round Sector Frame 3 0.75693 32.1 0.67 0.00.0 0.0 0.0 0.0 3.10 127 2259276.0 Torque Arms 1 1.00870 26.1 1.00 0.00.0 0.0 0.0 0.0 3.07 68 970270.0 Alcatel-Lucent 800 6 0.80162 2.7 0.50 0.01.6 13.0 12.2 0.0 3.06 17 1046270.0 Alcatel-Lucent 1900 3 0.80162 3.0 0.50 0.02.1 11.1 10.7 0.0 3.06 9 523270.0 Alcatel-Lucent TD- 3 0.80170 5.5 0.50 0.02.2 18.6 6.7 0.0 3.06 17 553270.0 RFS APXVSPP18-C- 3 0.80271 9.4 0.69 0.06.0 11.8 7.0 0.0 3.06 40 847270.0 Commscope 3 0.80304 10.5 0.69 0.06.0 13.8 8.2 0.0 3.06 45 948270.0 Flat Light Sector 3 0.75720 33.9 0.75 0.00.0 0.0 0.0 0.0 3.06 149 2399259.0 LGP Allgon 3 0.8034 1.0 0.50 0.00.6 10.7 2.7 0.0 3.03 3 109259.0 Powerwave 7762.00 3 0.80203 8.3 0.59 0.04.3 16.0 4.0 0.0 3.03 30 634259.0 Round Sector Frame 3 0.75688 31.9 0.75 0.00.0 0.0 0.0 0.0 3.03 138 2244245.0 Ericsson 8843 Rev 2 6 0.80155 2.2 0.50 0.01.3 13.2 11.1 0.0 2.99 14 1018245.0 Ericsson Radio 4449 6 0.80143 2.2 0.50 0.01.3 13.2 9.3 0.0 2.99 14 941245.0 Raycap RCMDC- 3 0.80186 4.9 0.67 0.02.5 16.5 12.6 0.0 2.99 20 578Page 3





Tower Loading245.0 Antel BXA- 3 0.80275 12.2 0.69 0.07.8 11.1 6.0 0.0 2.99 52 839245.0 Commscope NHH- 6 0.80331 13.1 0.70 0.08.0 11.9 7.1 0.0 2.99 112 2046245.0 Round Sector Frame 3 0.75688 31.9 0.67 0.00.0 0.0 0.0 0.0 2.99 122 2244219.0 Torque Arms 1 1.00862 25.9 1.00 0.00.0 0.0 0.0 0.0 2.92 64 962

Totals 84 22746 829.9 243931179

(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


288.0 RFS ATM192012-0 6 11 1.0 0.80 0.50 2.00.8 11.5 6.0 48.6 12.41 24 66288.0 Raycap DC6-48-60- 1 33 1.3 0.80 1.00 2.02.0 11.0 11.0 21.6 12.41 11 33288.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 2.01.4 17.8 9.2 63.8 12.41 32 162288.0 Ericsson RRUS 32 B2 3 53 2.7 0.80 0.50 2.02.3 12.1 7.0 69.3 12.41 35 159288.0 Kathrein Scala 741 4 17 3.1 0.80 0.66 2.04.3 6.1 2.7 139.9 12.41 70 66288.0 Kathrein Scala 742 2 22 5.1 0.80 0.67 2.06.4 6.1 2.7 116.2 12.41 58 44288.0 KMW EPBQ-652L8H8 3 62 12.0 0.80 0.68 2.08.3 12.0 6.3 412.3 12.41 206 187288.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 12.39 229 900276.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.28 157 500270.0 Alcatel-Lucent 800 6 64 2.1 0.80 0.50 0.01.6 13.0 12.2 0.0 12.22 51 384270.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 12.22 29 180270.0 Alcatel-Lucent TD- 3 70 4.1 0.80 0.50 0.02.2 18.6 6.7 0.0 12.22 50 210270.0 RFS APXVSPP18-C- 3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 12.22 138 171270.0 Commscope 3 58 9.1 0.80 0.69 0.06.0 13.8 8.2 0.0 12.22 157 174270.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 12.22 314 1200259.0 LGP Allgon 3 10 0.7 0.80 0.50 0.00.6 10.7 2.7 0.0 12.11 9 30259.0 Powerwave 7762.00 3 39 7.1 0.80 0.59 0.04.3 16.0 4.0 0.0 12.11 104 117259.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 12.11 250 900245.0 Ericsson 8843 Rev 2 6 75 1.6 0.80 0.50 0.01.3 13.2 11.1 0.0 11.97 40 450245.0 Ericsson Radio 4449 6 70 1.6 0.80 0.50 0.01.3 13.2 9.3 0.0 11.97 40 420245.0 Raycap RCMDC- 3 32 4.1 0.80 0.67 0.02.5 16.5 12.6 0.0 11.97 66 96245.0 Antel BXA- 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 11.97 177 75245.0 Commscope NHH- 6 52 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 11.97 389 310245.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 11.97 221 900219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.69 149 500Totals 84 8233 533.1 82333006

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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

5.00 288.0 0.28" (7mm) Fiber 1 0.28 0.04 Lin App Individual0 0.00 1.00 1.00 0.00N5.00 288.0 0.74" (18.7mm) 8 2 0.74 0.49 Lin App Individual0 0.00 1.00 1.00 0.00N5.00 288.0 2 1/4" Coax 4 2.38 1.16 2 Individual0 0.00 1.00 1.00 0.39N5.00 288.0 2 1/4" Coax 8 2.38 1.22 2 Block50 0.00 1.00 1.00 0.36N5.00 288.0 3/8" (0.38"- 1 0.38 0.23 2 Individual0 0.00 1.00 1.00 0.00N5.00 270.0 1 1/4" Hybriflex 4 1.54 1.00 Lin App Individual0 0.00 1.00 1.00 0.42N5.00 259.0 1 5/8" Coax 12 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N5.00 245.0 1 5/8" (1.63"- 3 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.01N5.00 245.0 1 5/8" Coax 6 1.98 0.82 3 Block50 0.00 1.00 1.00 0.00N

Page 5





Equivalent Lateral Force MethodSpectral Response Acceleration for Short Period (SSpectral Response Acceleration at 1.0 Second Period (SLong-Period Transition Period (TImportance Factor (ISite Coefficient FSite Coefficient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesign Spectral Response Acceleration at 1.0 Second Period (SSeismic Response Coefficient (CUpper Limit CLower Limit CPeriod based on Rayleigh Method (sec):Redundancy Factor (p):Seismic Force Distribution Exponent (k):Total Unfactored Dead Load:Seismic Base Shear (E):

0.190.09

81.001.602.402.500.200.140.050.050.03

1.301.29

32.802.24

1):

d1):

kk

1.07

(Based on ASCE7-10 Chapters 11, 12 & 15)

e):

s):

ds):

a:v:

s):ss:s:

- Seconds):L

Section (ft)Above Base Weight(lb) (lb-ft)W CHorizontalForce(lb) (lb)ForceVertical

LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height

vxz

18 7490.034863,612604 76284.0017 2930.013329,041236 29278.0016 1,3760.0581,473,321,109 129268.0015 1,7810.0681,743,601,436 153250.0014 1,9750.0681,736,571,592 152230.0013 1,1630.037942,849937 83216.0012 1,3850.0411,056,651,116 93206.0011 1,9750.0531,358,221,592 119190.0010 1,9750.0461,177,171,592 103170.009 2,3980.0481,216,901,933 107150.008 2,0310.034857,4181,637 75130.007 2,0310.027691,6331,637 61110.006 2,1680.022570,2051,747 5090.005 2,3980.018456,5931,933 4070.004 2,0310.010250,8621,637 2250.003 2,0310.005130,0411,637 1130.002 1,2190.00129,274982 314.001 1,5000.0007,1941,209 14.00RFS ATM192012-0 820.00496,15666 8288.00Raycap DC6-48-60-18-8F(32.8 lbs) 410.00247,78633 4288.00Ericsson RRUS-11 800 MHz 2010.009236,019162 21288.00Ericsson RRUS 32 B2 1970.009231,648159 20288.00Kathrein Scala 741 989 820.00496,15666 8288.00Kathrein Scala 742 213 550.00364,10444 6288.00

Page 6





Equivalent Lateral Force MethodKMW EPBQ-652L8H8 2320.011272,733187 24288.00Round Sector Frame 1,1170.0511,311,21900 115288.00Torque Arms 6200.027689,647500 60276.00Alcatel-Lucent 800 MHz 2X50W RRH w/ 4760.020514,885384 45270.00Alcatel-Lucent 1900 MHz 4X45 RRH 2230.009241,353180 21270.00Alcatel-Lucent TD-RRH8x20-25 w/ Solar 2610.011281,578210 25270.00RFS APXVSPP18-C-A20 2120.009229,285171 20270.00Commscope DT465B-2XR 2160.009233,307174 20270.00Flat Light Sector Frame 1,4890.0631,609,011,200 141270.00LGP Allgon LGP186nn 370.00137,74930 3259.00Powerwave 7762.00 1450.006148,707117 13259.00Round Sector Frame 1,1170.0451,143,89900 100259.00Ericsson 8843 Rev 2 5580.021532,494450 47245.00Ericsson Radio 4449 - B13&B5 5210.019496,994420 44245.00Raycap RCMDC-6627-PF-48 1190.004113,59996 10245.00Antel BXA-70080/8CF (94.1") 930.00388,74975 8245.00Commscope NHH-65C-R2B 3840.014366,356310 32245.00Round Sector Frame 1,1170.0421,064,98900 93245.00Torque Arms 6200.020512,156500 45219.00

32,800 25,551,765 1.000 2,239 40,697

Page 7





Equivalent Modal Analysis Method

Spectral Response Acceleration at 1.0 Second Period (SImportance Factor (ISite Coefficient FSite Coefficient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesing Spectral Response Acceleration at 1.0 Second Period (SPeriod Based on Rayleigh Method (sec):Redundancy Factor (p):

Spectral Response Acceleration for Short Period (S 0.190.091.001.602.402.500.200.14

1.301.07

1):

d1 ):ds ):

(Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7)s):

e):a:v:

Section (ft)Height Weight(lb) a b c S

HorizontalForce(lb) (lb)ForceVerticalLoadCase (1.2 + 0.2Sds) * DL + E Seismic

Above Baseaz

18 7490.4181.0441.7161.838604 131284.0017 2930.3710.9121.3671.761236 46278.0016 1,3760.3010.7210.8961.6371,109 174268.0015 1,7810.2010.4570.3311.4241,436 150250.0014 1,9750.1270.2590.0101.2051,592 105230.0013 1,1630.0940.165-0.0881.063937 46216.0012 1,3850.0800.116-0.1170.9671,116 46206.0011 1,9750.0670.061-0.1160.8231,592 55190.0010 1,9750.0620.022-0.0740.6591,592 51170.009 2,3980.0600.008-0.0210.5131,933 60150.008 2,0310.0570.0070.0230.3851,637 49130.007 2,0310.0510.0140.0500.2761,637 44110.006 2,1680.0430.0250.0650.1851,747 3990.005 2,3980.0350.0360.0700.1121,933 3670.004 2,0310.0290.0420.0710.0571,637 2450.003 2,0310.0220.0380.0640.0211,637 1930.002 1,2190.0140.0240.0430.004982 714.001 1,5000.0050.0080.0150.0001,209 34.00RFS ATM192012-0 820.4521.1401.9801.89066 16288.00Raycap DC6-48-60-18-8F(32.8 lbs) 410.4521.1401.9801.89033 8288.00Ericsson RRUS-11 800 MHz 2010.4521.1401.9801.890162 38288.00Ericsson RRUS 32 B2 1970.4521.1401.9801.890159 37288.00Kathrein Scala 741 989 820.4521.1401.9801.89066 16288.00Kathrein Scala 742 213 550.4521.1401.9801.89044 10288.00KMW EPBQ-652L8H8 2320.4521.1401.9801.890187 44288.00Round Sector Frame 1,1170.4521.1401.9801.890900 211288.00Torque Arms 6200.3560.8711.2631.736500 93276.00Alcatel-Lucent 800 MHz 2X50W 4760.3140.7560.9801.661384 63270.00Alcatel-Lucent 1900 MHz 4X45 2230.3140.7560.9801.661180 29270.00Alcatel-Lucent TD-RRH8x20-25 2610.3140.7560.9801.661210 34270.00RFS APXVSPP18-C-A20 2120.3140.7560.9801.661171 28270.00Commscope DT465B-2XR 2160.3140.7560.9801.661174 28270.00Flat Light Sector Frame 1,4890.3140.7560.9801.6611,200 196270.00LGP Allgon LGP186nn 370.2470.5770.5741.52930 4259.00Powerwave 7762.00 1450.2470.5770.5741.529117 15259.00Round Sector Frame 1,1170.2470.5770.5741.529900 116259.00Ericsson 8843 Rev 2 5580.1790.3990.2261.368450 42245.00Ericsson Radio 4449 - B13&B5 5210.1790.3990.2261.368420 39245.00Raycap RCMDC-6627-PF-48 1190.1790.3990.2261.36896 9245.00Page 8





Equivalent Modal Analysis MethodAntel BXA-70080/8CF (94.1") 930.1790.3990.2261.36875 7245.00Commscope NHH-65C-R2B 3840.1790.3990.2261.368310 29245.00Round Sector Frame 1,1170.1790.3990.2261.368900 84245.00Torque Arms 6200.1000.182-0.0741.093500 26219.00

32,800 53.636 30.294 22.797 9.810 2,307 40,697

Page 9





Force/Stress Summary Section: 8.000Height (ft):0.00Bot Elev (ft):1 Base

DIAGHORIZLEG PX - 4" DIA PIPECHN - C10 x 25

0.00-2.52-88.69 1.2D + 1.0Di + 1.2D + 1.6W

0.0003.1512.66 100100

0 0100100 100 21.6 50.0 191.81 0 0 0.00 0.00 46 Member XMember Y

0.000.00000.000.00.00100 55.9 36.0 201.97 0 0 0.00 0.00 1

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 CHN - C10 x 25 0.0018.130.00 1.2D + 1.0Di + 0360 0580 0.00000

0.00238.14 000 0.000.000.00 0.000.000.00 070

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

77.69 1.2D + 1.0Di + 0.00 00.00 0.00 0

0.00 0.00 00.00 0.00 00

Num

Section: 12.000Height (ft):8.00Bot Elev (ft):2 12'-3 Bays

DIAGHORIZLEG PX - 3" DIA PIPE

SAE - 1.5X1.5X0.125 -1.190.00-83.13 1.2D + 1.0Di +

1.2D + 1.6W 90 6.4360.0004.00 1000

50 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 69 Member X

Member Z256.967.95114.7636.0130.5500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEGSAE - 1.5X1.5X0.125 2.120.000.00

1.2D + 1.6W 330 3600 0058 9.20

0010.000.00 001 7.950.000.00 0.000.004.13 670

0Blk Shear



0.003.13


phiRnt Use

81.41 1.2D + 1.0Di + 0.00 00.00 0.00 0

77.69 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num

Page 10





Force/Stress Summary Section: 20.000Height (ft):20.00Bot Elev (ft):3 20'-5 Bays

DIAGHORIZLEG PX - 3" DIA PIPESAE - 1.5X1.5X0.125 -0.580.00-80.76 1.2D + 1.0Di +

1.2D + 1.6W 6.4360.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 67 Member X

Member Z126.967.95114.7636.0130.5500 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEGSAE - 1.5X1.5X0.125 0.68

0.000.001.2D + 1.6W 60 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.13 210

0Blk Shear



0.003.13


phiRnt Use

79.51 1.2D + 1.0Di + 0.00 00.00 0.00 0

81.41 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num



1.2D + 1.6W 90 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 66 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 90 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.13 520

0Blk Shear



0.003.13


phiRnt Use

76.07 1.2D + 1.0Di + 0.00 00.00 0.00 0

79.51 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num

Page 11






DIAGHORIZLEG PX - 3" DIA PIPESAE - 1.75X1.75X0.18 -3.470.00-80.04 1.2D + 1.6W

1.2D + 1.6W 90 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 67 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG DAS - 3X2X0.25SAE - 1.75X1.75X0.18 3.08

9.320.00 1.2D + 1.6W 1.2D + 1.6W 330 36

360 05858 15.67

041

0.0065.41 021 12.43

49.700.00 0.0055.687.83 53220 Blk Shear

Blk Shear



41.055.81


phiRnt Use

84.25 1.2D + 1.6W 0.00 00.00 0.00 0

76.07 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num



1.2D + 1.6W 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 67 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 330 36

00 0058 13.47

001

0.000.00 001 7.95

0.000.00 0.000.006.20 590

0Blk Shear



0.004.69


phiRnt Use

65.91 1.2D + 1.0Di + 0.00 00.00 0.00 0

84.25 1.2D + 1.6W 0.00 00.00 0.00 00

Num

Page 12







1.2D + 1.6W 90 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 54 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 330 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.13 450

0Blk Shear



0.003.13


phiRnt Use

64.15 1.2D + 1.0Di + 0.00 00.00 0.00 0

65.91 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num



1.2D + 1.6W 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 53 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 210 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.13 430

0Blk Shear



0.003.13


phiRnt Use

61.22 1.2D + 1.0Di + 0.00 00.00 0.00 0

64.15 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num

Page 13







1.2D + 1.6W 6.4350.0004.00 100050 500100 100 42.1 50.0 119.38 0 0 0.00 0.00 67 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


8.880.00 1.2D + 1.6W 1.2D + 1.6W 210 36

360 05858 15.67

041

0.0065.41 021 12.43

49.700.00 0.0055.687.83 50210 Blk Shear

Blk Shear



41.055.81


phiRnt Use

84.81 1.2D + 1.6W 0.00 00.00 0.00 0

61.22 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num


DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.1875 -2.980.00-80.87 1.2D + 1.6W

1.2D + 1.6W 90 6.4340.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 97 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 330 36

00 0058 13.47

001

0.000.00 001 7.95

0.000.00 0.000.006.20 550

0Blk Shear



0.004.69


phiRnt Use

62.03 1.2D + 1.6W 0.00 00.00 0.00 0

84.81 1.2D + 1.6W 0.00 00.00 0.00 00

Num

Page 14







1.2D + 1.6W 6.4340.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 73 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 330 36

00 0058 13.47

001

0.000.00 001 7.95

0.000.00 0.000.006.20 270

0Blk Shear



0.004.69


phiRnt Use

55.69 1.2D + 1.6W 0.00 00.00 0.00 0

62.03 1.2D + 1.6W 0.00 00.00 0.00 00

Num


DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 2X2X0.25 -1.730.00-57.72 1.2D + 1.6W

1.2D + 1.6W 90 6.4340.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 69 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEGSAE - 2X2X0.25 1.22

0.000.001.2D + 1.6W 60 36

00 0058 24.55

002

0.000.00 001 24.85

0.000.00 0.000.0027.84 70

0Blk Shear



0.0016.45


phiRnt Use

60.15 1.2D + 1.6W 0.00 00.00 0.00 0

55.69 1.2D + 1.6W 0.00 00.00 0.00 00

Num

Page 15






DIAGHORIZLEG PX - 2-1/2" DIA PIPEDAE - 2X2X0.25SAE - 2X2X0.25 -3.17-9.12-72.41 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.4345.0394.00 10010050 50100100 100 51.9 50.0 83.12 0 0 0.00 0.00 87 Member XMember XMember Z1834.8024.851217.2236.0104.05050 109.6 36.0 32.35 4 2 49.70 69.60 28


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPEDAE - 2X2X0.25SAE - 2X2X0.25 3.10

13.006.36 1.2D + 1.6W 180 1.2D + 1.6W 300 1.2D + 1.6W 36

3650 655858 24.55

042

101.2549.10 021 24.85

49.700.00 0.0055.6827.84 18396 MemberBlk Shear

Blk Shear



32.9016.45


phiRnt Use

75.50 1.2D + 1.6W 0.00 08.73 1.2D + 1.6W 180 0.00 0

60.15 1.2D + 1.6W 0.00 00.00 0.00 00

Num



1.2D + 1.6W 90 6.4340.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 69 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.1875 4.79

0.009.44 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65058 13.47

001

101.250.00 001 7.95

0.000.00 0.000.006.20 1020

9 MemberBlk Shear



0.004.69


phiRnt Use

27.97 1.2D + 1.0Di + 0.00 00.00 0.00 0

75.50 1.2D + 1.6W 0.00 08.73 1.2D + 1.6W 180 120.40 704 3/4 A325

Num

Page 16







1.2D + 1.6W 90 6.4340.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 45 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 330 36

00 0058 13.47

001

0.000.00 001 7.95

0.000.00 0.000.006.20 710

0Blk Shear



0.004.69


phiRnt Use

37.28 1.2D + 1.6W 300 0.00 00.00 0.00 0

27.97 1.2D + 1.0Di + 0.00 00.00 0.00 00

Num


DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.75X1.75X0.18 -6.010.00-35.00 1.2D + 1.6W 60

1.2D + 1.6W 6.4330.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 42 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


23.490.00 1.2D + 1.6W 1.2D + 1.6W 180 36

360 05858 15.67

041

0.0065.41 021 12.43

49.700.00 0.0055.687.83 38570 Blk Shear

Blk Shear



41.055.81


phiRnt Use

20.59 1.2D + 1.6W 240 0.00 00.00 0.00 0

37.28 1.2D + 1.6W 300 0.00 00.00 0.00 00

Num

Page 17






DIAGHORIZLEG PX - 2-1/2" DIA PIPE0.000.00-12.64 1.2D + 1.6W

0.0000.0004.00 10000 00100 100 51.9 50.0 83.12 0 0 0.00 0.00 15 Member X

0.000.00000.000.00.000 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.75X1.75X0.18 3.33

0.005.26 1.2D + 1.6W 180 1.2D + 1.6W 120 36

050 65058 15.67

001

101.250.00 001 12.43

0.000.00 0.000.007.83 570

5 MemberBlk Shear



0.005.81


phiRnt Use

8.77 1.2D + 1.6W 0.00 06.61 1.2D + 1.6W 180 0.00 0

20.59 1.2D + 1.6W 240 0.00 00.00 0.00 00

Num


DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 2X2X0.25 -2.670.00-7.32 1.2D + 1.6W

1.2D + 1.6W 6.4330.0004.00 100050 500100 100 51.9 50.0 83.12 0 0 0.00 0.00 8 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 2X2X0.25SAE - 2X2X0.25 2.15

1.124.84 1.2D + 1.6W 180 1.2D + 1.6W 1.2D + 1.6W 90 36

3650 655858 24.55

022

101.2524.55 011 24.85

24.850.00 0.0027.8427.84 136

4 MemberBlk ShearBlk Shear



16.4516.45


phiRnt Use

2.26 1.2D + 1.0Di + 0.00 00.00 0.00 0

8.77 1.2D + 1.6W 0.00 06.61 1.2D + 1.6W 180 120.40 504 3/4 A325

Num

Maximum Reactions SummaryBase

Vertical (kip)Horizontal (kip)

245.212.82

-82.9775.90

Anch1

Page 18





Force/Stress Summary Guy Anchor Design Loads

Radius (ft) Shear (kip)Drop (ft) Uplift (kip)Azimuth ( ° )10.00180.00 0 73.14 75.54-4.00180.00 240 79.14 75.90

-15.00180.00 120 82.97 75.46

Tension

Maximum Cable Forces Summary

Load CaseAnchor Node

Allow(kip) (kip)Tower Node Use%

AppliedTensionElevation(ft) Cable1.2D + 1.6W 330 deg A1b 23a 34.98 19.46 5680.00 3/4 EHS1.2D + 1.6W 330 deg A1b 43a 34.98 23.79 68160.00 3/4 EHS1.2D + 1.6W 330 deg A1b T3a 25.44 19.45 76216.00 5/8 EHS1.2D + 1.6W 330 deg A1b T4 25.44 17.28 68276.00 5/8 EHS

Page 19