Attachment 9 - SA Report - Peason East.pdf

Sabre Industries • 7101 Southbridge Drive • P.O Box 658 • Sioux City, IA 51102-0658 P: 712-258-6690 F: 712-279-0814 W: www.SabreIndustries.com

Date: May 10, 2023

Jeff Edelson

ELK MOUNTAIN TECHNOLOGY

722 upper Ranch road Aspen, CO, 81611 970-922-9700

Subject: Structural Analysis Report - Sabre Sales Order #523969

Site Data: Site Name: Peason East, LA Site No: Site # 1 Latitude: 31° 21' 1.33" Longitude: -93° 10' 17.8" Tower Type: S3TL Series HD1 Tower Height: 260 FT Tower Manufacturer: Sabre

Dear Jeff Edelson, Sabre is pleased to submit this Structural Analysis Report to determine the structural integrity of the above mentioned tower.

The purpose of the analysis is to determine acceptability of the tower to support specified equipment.

Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load cases, to be:

Existing Equipment Sufficient Capacity Note: See Table 1 for the existing loading.

Tower Rating: 64%

Foundation Rating: %

The analysis has been performed in accordance with the ANSI/TIA-222-H standard, see the tower profile included in this report for the design parameters.

We at Sabre Industries appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects please give us a call.

Respectfully submitted by:

260 FT Tower Structural Analysis Report Date: May 10, 2023 Sabre Sales Order # 523969

TABLE OF CONTENTS

1) INTRODUCTION

2) ANALYSIS CRITERIA

Table 1 – Existing Antenna and Cable Information

3) ANALYSIS PROCEDURE

Table 2 – Referenced Documents 3.1) Analysis Method 3.2) Assumptions

4) ANALYSIS RESULTS

Table 3 – Tower Component Stresses vs. Capacity

4.1) Recommendations

5) APPENDIX A

Structural Analysis Output

1) INTRODUCTION

This tower is a 260 FT (S3TL Series HD1) tower designed by Sabre, Job #471515 Revision C, dated 2/12/2021.

2) ANALYSIS CRITERIA

See “Designed Appurtenance Loading” Table in Appendix A

3) ANALYSIS PROCEDURE

Table 2 – Referenced Documents

Document Reference

Structural Design Report Sabre Job# 471515 Revision C, Dated 02/12/2021

Geotechnical Report Terracon, Project No. EH205123, dated December 1, 3.1) Analysis Method

MAST™, a commercially available analysis software package developed by Guymast Inc., is utilized by Sabre Industries to perform the structural analysis and design of self-supporting towers. This program is one of the most widely used programs in the tower industry.

"Mast performs the analysis of self-supporting towers using a space truss model based on the stiffness method." The program performs all the functions needed to translate the brief structural description supplied by the engineer into the detailed data set required by the space truss model, performs the truss analysis and then translates from the detailed joint displacement and member forces returned by the truss model into meaningful mast deformations, antenna rotations and member forces by panel and member number."1

1. MAST™ user manual, by Guymast Inc., © 1997.

Selected output from the analysis is included in Appendix A.

3.2) Assumptions

1) Tower and structures were built in accordance with the manufacturer's specifications.

2) The tower and structures have been maintained in accordance with the manufacturer's specification.

3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1 and the referenced drawings.

4) ANALYSIS RESULTS

Table 3 – Existing Component Stresses vs. Capacity

Component Elevation (ft) % Capacity Sufficient/Insufficient

Anchor Rods BASE 53% Sufficient

Base Foundation (Caisson) BASE % Sufficient

Base Foundation Soil Interaction (Caisson)

BASE 64% Sufficient

Legs 40' - 60' 64% Sufficient

Diagonals 200’ – 220’ 59% Sufficient

Structure Rating (max from all components) = %

Notes:

1) See additional documentation in “Appendix A” for output supporting the % capacity.

2) A structure ratio of 105% or less is within engineering tolerances and considered acceptable.

3) A foundation-soil interaction ratio of 110% or less is within engineering tolerances for foundations and is considered acceptable.

4.1) Recommendations

The tower and its base and foundations have sufficient capacity to carry the existing loads.

No modifications are required at this time.

APPENDIX A

STRUCTURAL ANALYSIS OUTPUT

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DRAWFORCE Ver 2.2 (c) Guymast Inc. 2006-2009 Phone:(416) 736-7453

Licensed to: Sabre Towers and Poles

10 may 2023

16:04:36

Maximum

Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523969.mst Page 1

750 500 250

750 500 250

260.0

Elev(ft)

939.5

915.8

822.9

672.7

703.3

546.4

333.0

177.3

83.0

Compression in Legs (kip)

0 200 400 600

0 200 400 600

260.0

Elev(ft)

959.0

870.4

674.5

512.8

578.1

523.3

361.2

199.9

101.0

Tension in Legs (kip)

10 may 2023

Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523969.mst Page 2

20 15 10 5

20 15 10 5

260.0

Elev(ft)

38.7

25.4

23.6

22.5

21.1

20.0

19.4

19.0

17.2

17.3

17.7

24.7

17.3

10.7

Compression in Diagonals (kip)

0 5 10 15 20

0 5 10 15 20

260.0

Elev(ft)

38.7

25.4

23.6

22.5

21.1

20.0

19.4

19.0

17.2

17.3

17.7

24.7

17.3

10.7

Tension in Diagonals (kip)

10 may 2023

Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523969.mst Page 3

TOTAL FOUNDATION LOADS (kip, ft-kip)

225.75 89.15

-47.23

14212.40

INDIVIDUAL FOOTING LOADS (kip)

54.69

46.85

604.69 511.83

54.69

Latticed Tower Analysis (Unguyed) (c)2017 Guymast Inc. 416-736-7453 Processed under license at:

Sabre Towers and Poles on: 10 may 2023 at: 16:04:36

MAST GEOMETRY ( ft )

PANEL NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPICAL

TYPE LEGS BOTTOM TOP BOTTOM TOP PANEL

HEIGHT

X 3 255.00 260.00 9.00 9.00 5.00 X 3 240.00 255.00 9.00 9.00 5.00 X 3 235.00 240.00 9.00 9.00 5.00 X 3 220.00 235.00 9.00 9.00 5.00 X 3 215.00 220.00 9.00 9.00 5.00 X 3 200.00 215.00 9.00 9.00 5.00 X 3 193.33 200.00 9.67 9.00 6.67 X 3 180.00 193.33 11.00 9.67 6.66 X 3 160.00 180.00 13.00 11.00 6.67 X 3 140.00 160.00 15.00 13.00 6.67 X 3 120.00 140.00 17.00 15.00 10.00 X 3 100.00 120.00 19.00 17.00 10.00 X 3 80.00 100.00 21.00 19.00 10.00 X 3 60.00 80.00 23.00 21.00 10.00 X 3 40.00 60.00 25.00 23.00 10.00 X 3 20.00 40.00 27.00 25.00 10.00 V 3 13.33 20.00 27.67 27.00 6.67 A 3 0.00 13.33 29.00 27.67 13.33

MEMBER PROPERTIES

MEMBER BOTTOM TOP X-SECTN RADIUS ELASTIC THERMAL

TYPE ELEV ELEV AREA OF GYRAT MODULUS EXPANSN

ft ft in.sq in ksi /deg

LE 240.00 260.00 2.228 1.164 29000. 0.0000117

LE 220.00 240.00 4.407 1.164 29000. 0.0000117

LE 200.00 220.00 7.952 1.164 29000. 0.0000117

LE 160.00 200.00 12.763 1.164 29000. 0.0000117

LE 100.00 160.00 16.101 1.164 29000. 0.0000117

LE 40.00 100.00 19.242 1.164 29000. 0.0000117

LE 0.00 40.00 21.206 1.164 29000. 0.0000117

DI 240.00 260.00 0.809 0.638 29000. 0.0000117

DI 220.00 240.00 1.188 0.638 29000. 0.0000117

DI 200.00 220.00 2.109 0.638 29000. 0.0000117

DI 140.00 200.00 1.438 0.638 29000. 0.0000117

DI 120.00 140.00 1.688 0.638 29000. 0.0000117

DI 100.00 120.00 2.090 0.638 29000. 0.0000117

DI 80.00 100.00 1.938 0.638 29000. 0.0000117

DI 40.00 80.00 2.402 0.638 29000. 0.0000117

DI 20.00 40.00 2.859 0.638 29000. 0.0000117

DI 13.33 20.00 2.402 0.638 29000. 0.0000117

DI 0.00 13.33 2.559 0.638 29000. 0.0000117

HO 255.00 260.00 1.090 0.939 29000. 0.0000117

HO 235.00 240.00 1.090 0.939 29000. 0.0000117

HO 215.00 220.00 1.438 0.939 29000. 0.0000117

HO 193.33 200.00 1.090 0.939 29000. 0.0000117

HO 0.00 13.33 2.672 0.939 29000. 0.0000117

BR 0.00 13.33 1.777 0.000 29000. 0.0000117

FACTORED MEMBER RESISTANCES

BOTTOM TOP LEGS DIAGONALS HORIZONTALS INT BRACING

ELEV ELEV COMP TENS COMP TENS COMP TENS COMP TENS

ft ft kip kip kip kip kip kip kip kip

255.0 260.0 83.04 100.98 10.74 10.74 9.81 9.81 0.00 0.00

240.0 255.0 83.04 100.98 10.74 10.74 0.00 0.00 0.00 0.00

235.0 240.0 177.29 199.92 17.26 17.26 10.00 10.00 0.00 0.00

220.0 235.0 177.29 199.92 17.26 17.26 0.00 0.00 0.00 0.00

215.0 220.0 332.98 361.16 24.68 24.68 13.44 13.44 0.00 0.00

200.0 215.0 332.98 361.16 24.68 24.68 0.00 0.00 0.00 0.00

193.3 200.0 546.43 523.32 17.67 17.67 10.30 10.30 0.00 0.00

180.0 193.3 546.43 523.32 17.67 17.67 0.00 0.00 0.00 0.00

160.0 180.0 546.43 578.14 17.26 17.26 0.00 0.00 0.00 0.00

140.0 160.0 703.28 512.85 17.24 17.24 0.00 0.00 0.00 0.00

120.0 140.0 672.74 674.52 19.01 19.01 0.00 0.00 0.00 0.00

100.0 120.0 672.74 674.52 19.44 19.44 0.00 0.00 0.00 0.00

80.0 100.0 822.87 674.52 19.98 19.98 0.00 0.00 0.00 0.00

60.0 80.0 822.87 870.40 21.06 21.06 0.00 0.00 0.00 0.00

40.0 60.0 822.87 870.40 22.45 22.45 0.00 0.00 0.00 0.00

20.0 40.0 915.78 958.97 23.60 23.60 0.00 0.00 0.00 0.00

13.3 20.0 939.52 958.97 25.37 25.37 0.00 0.00 0.00 0.00

0.0 13.3 939.52 958.97 38.66 38.66 24.23 24.23 11.54 11.54

* Only 3 condition(s) shown in full

LOADING CONDITION A =========================================================

116 mph wind with no ice. Wind Azimuth: 0• (1.2 D + 1.0 Wo)

MAST LOADING

LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS

TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL

ft ft kip kip ft-kip ft-kip

C 273.0 0.00 0.0 0.0 0.71 0.06 0.00 0.00 C 270.0 0.00 0.0 0.0 0.09 0.24 0.00 0.00 C 266.0 0.00 0.0 0.0 0.26 0.09 0.00 0.00 C 266.0 0.00 0.0 0.0 0.06 0.00 0.00 0.00 C 264.3 0.00 0.0 0.0 0.09 0.44 0.00 0.00 C 262.0 0.00 0.0 0.0 0.46 0.36 0.00 0.00 C 262.0 0.00 0.0 0.0 0.03 0.01 0.00 0.00 C 260.0 0.00 0.0 0.0 0.22 0.14 0.00 0.00 C 260.0 0.00 0.0 0.0 0.14 0.72 0.00 0.00 C 260.0 0.00 0.0 0.0 0.53 0.84 0.00 0.00 C 260.0 0.00 0.0 0.0 3.35 5.10 0.00 0.00 C 260.0 0.00 0.0 0.0 0.07 0.18 0.00 0.00 C 257.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 252.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 250.0 0.00 0.0 0.0 3.13 2.57 0.00 0.00 C 250.0 0.00 0.0 0.0 0.94 0.73 0.00 0.00 C 250.0 0.00 0.0 0.0 0.09 0.06 0.00 0.00 C 244.0 0.00 0.0 0.0 0.37 0.36 0.00 0.00 C 243.0 0.00 0.0 0.0 0.76 0.65 0.00 0.00 C 243.0 0.00 0.0 0.0 0.37 0.24 0.00 0.00 C 242.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 242.0 0.00 0.0 0.0 0.46 0.22 0.00 0.00 C 242.0 0.00 0.0 0.0 0.26 0.19 0.00 0.00 C 242.0 0.00 0.0 0.0 0.46 0.37 0.00 0.00 C 242.0 0.00 0.0 0.0 0.04 0.03 0.00 0.00 C 242.0 0.00 0.0 0.0 0.50 0.19 0.00 0.00 C 240.0 0.00 0.0 0.0 3.12 4.68 0.00 0.00 C 232.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 225.0 0.00 0.0 0.0 0.44 0.36 0.00 0.00 C 224.0 0.00 0.0 0.0 0.14 0.10 0.00 0.00 C 222.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 222.0 0.00 0.0 0.0 0.47 0.36 0.00 0.00 C 222.0 0.00 0.0 0.0 0.75 0.40 0.00 0.00 C 220.0 0.00 0.0 0.0 3.23 5.16 0.00 0.00 C 218.0 0.00 0.0 0.0 0.43 0.08 0.00 0.00 C 212.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 207.0 0.00 0.0 0.0 0.47 0.36 0.00 0.00 C 207.0 0.00 0.0 0.0 0.74 0.40 0.00 0.00 C 207.0 0.00 0.0 0.0 1.11 0.47 0.00 0.00 C 205.0 0.00 0.0 0.0 2.99 4.68 0.00 0.00 C 202.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 199.0 0.00 0.0 0.0 0.06 0.18 0.00 0.00 C 196.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 190.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 183.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 176.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 170.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 163.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00

C 156.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 150.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 143.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 140.0 0.00 0.0 0.0 0.06 0.18 0.00 0.00 C 135.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 130.0 0.00 0.0 0.0 0.08 0.24 0.00 0.00 C 125.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 115.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 105.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 95.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 85.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 65.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 55.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 45.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 35.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 25.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 13.3 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 6.7 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 6.7 8.18 180.0 0.0 0.20 0.11 0.00 0.00

D 260.0 0.00 24.3 0.0 0.17 0.12 0.04 0.02 D 255.0 0.00 24.3 0.0 0.17 0.12 0.04 0.02 D 255.0 0.00 24.4 0.0 0.14 0.09 0.03 0.02 D 240.0 0.00 16.6 0.0 0.15 0.10 0.04 0.01 D 240.0 0.00 12.7 0.0 0.20 0.17 0.05 0.00 D 235.0 0.00 12.7 0.0 0.20 0.17 0.05 0.00 D 235.0 0.00 12.7 0.0 0.17 0.14 0.05 0.00 D 225.0 0.00 12.7 0.0 0.17 0.14 0.05 0.00 D 225.0 0.00 18.7 0.0 0.18 0.15 0.05 0.01 D 220.0 0.00 18.7 0.0 0.18 0.15 0.05 0.01 D 220.0 0.00 28.9 0.0 0.23 0.27 0.05 0.04 D 215.0 0.00 28.9 0.0 0.23 0.27 0.05 0.04 D 215.0 0.00 28.5 0.0 0.20 0.24 0.05 0.04 D 200.0 0.00 40.9 0.0 0.20 0.24 0.05 0.04 D 200.0 0.00 41.5 0.0 0.22 0.27 0.05 0.05 D 193.3 0.00 41.5 0.0 0.22 0.27 0.05 0.05 D 193.3 0.00 41.7 0.0 0.21 0.26 0.05 0.05 D 160.0 0.00 42.2 0.0 0.22 0.27 0.07 0.07 D 160.0 0.00 42.4 0.0 0.23 0.32 0.07 0.08 D 140.0 0.00 42.5 0.0 0.23 0.32 0.08 0.08 D 140.0 0.00 42.6 0.0 0.22 0.31 0.08 0.09 D 120.0 0.00 44.5 0.0 0.22 0.32 0.09 0.09 D 120.0 0.00 44.6 0.0 0.22 0.34 0.10 0.10 D 100.0 0.00 44.7 0.0 0.22 0.34 0.10 0.10 D 100.0 0.00 44.8 0.0 0.24 0.38 0.11 0.11 D 80.0 0.00 44.8 0.0 0.24 0.38 0.11 0.11 D 80.0 0.00 44.9 0.0 0.24 0.41 0.12 0.12 D 40.0 0.00 45.0 0.0 0.23 0.43 0.13 0.12 D 40.0 0.00 45.1 0.0 0.22 0.49 0.14 0.12 D 20.0 0.00 45.1 0.0 0.21 0.50 0.14 0.12 D 20.0 0.00 45.1 0.0 0.18 0.43 0.15 0.12 D 13.3 0.00 45.1 0.0 0.18 0.43 0.15 0.12 D 13.3 0.00 45.2 0.0 0.21 0.55 0.16 0.12 D 0.0 0.00 45.2 0.0 0.21 0.55 0.16 0.12

ANTENNA LOADING

.......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES

TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION

ft ft kip kip kip ft-kip

HP 222.0 0.0 6.7 0.0 0.15 0.00 0.05 0.00

HP 222.0 120.0 6.7 120.0 -0.08 -0.05 0.05 -0.02

LOADING CONDITION M =========================================================

116 mph wind with no ice. Wind Azimuth: 0• (0.9 D + 1.0 Wo)

LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS

TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL

ft ft kip kip ft-kip ft-kip

C 273.0 0.00 0.0 0.0 0.71 0.05 0.00 0.00

C 270.0 0.00 0.0 0.0 0.09 0.18 0.00 0.00 C 266.0 0.00 0.0 0.0 0.26 0.07 0.00 0.00 C 266.0 0.00 0.0 0.0 0.06 0.00 0.00 0.00 C 264.3 0.00 0.0 0.0 0.09 0.33 0.00 0.00 C 262.0 0.00 0.0 0.0 0.46 0.27 0.00 0.00 C 262.0 0.00 0.0 0.0 0.03 0.01 0.00 0.00 C 260.0 0.00 0.0 0.0 0.22 0.11 0.00 0.00 C 260.0 0.00 0.0 0.0 0.14 0.54 0.00 0.00 C 260.0 0.00 0.0 0.0 0.53 0.63 0.00 0.00 C 260.0 0.00 0.0 0.0 3.35 3.83 0.00 0.00 C 260.0 0.00 0.0 0.0 0.07 0.14 0.00 0.00 C 257.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 252.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 250.0 0.00 0.0 0.0 3.13 1.93 0.00 0.00 C 250.0 0.00 0.0 0.0 0.94 0.55 0.00 0.00 C 250.0 0.00 0.0 0.0 0.09 0.05 0.00 0.00 C 244.0 0.00 0.0 0.0 0.37 0.27 0.00 0.00 C 243.0 0.00 0.0 0.0 0.76 0.49 0.00 0.00 C 243.0 0.00 0.0 0.0 0.37 0.18 0.00 0.00 C 242.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 242.0 0.00 0.0 0.0 0.46 0.16 0.00 0.00 C 242.0 0.00 0.0 0.0 0.26 0.14 0.00 0.00 C 242.0 0.00 0.0 0.0 0.46 0.27 0.00 0.00 C 242.0 0.00 0.0 0.0 0.04 0.02 0.00 0.00 C 242.0 0.00 0.0 0.0 0.50 0.14 0.00 0.00 C 240.0 0.00 0.0 0.0 3.12 3.51 0.00 0.00 C 232.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 225.0 0.00 0.0 0.0 0.44 0.27 0.00 0.00 C 224.0 0.00 0.0 0.0 0.14 0.07 0.00 0.00 C 222.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 222.0 0.00 0.0 0.0 0.47 0.27 0.00 0.00 C 222.0 0.00 0.0 0.0 0.75 0.30 0.00 0.00 C 220.0 0.00 0.0 0.0 3.23 3.87 0.00 0.00 C 218.0 0.00 0.0 0.0 0.43 0.06 0.00 0.00 C 212.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 207.0 0.00 0.0 0.0 0.47 0.27 0.00 0.00 C 207.0 0.00 0.0 0.0 0.74 0.30 0.00 0.00 C 207.0 0.00 0.0 0.0 1.11 0.35 0.00 0.00 C 205.0 0.00 0.0 0.0 2.99 3.51 0.00 0.00 C 202.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 199.0 0.00 0.0 0.0 0.06 0.14 0.00 0.00 C 196.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 190.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 183.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 176.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 170.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 163.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 156.7 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 150.1 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 143.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 140.0 0.00 0.0 0.0 0.06 0.14 0.00 0.00 C 135.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 130.0 0.00 0.0 0.0 0.08 0.18 0.00 0.00 C 125.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 115.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 105.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 95.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 85.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 65.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 55.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 45.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 35.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 25.0 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 13.3 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 6.7 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 6.7 8.18 180.0 0.0 0.20 0.08 0.00 0.00

D 260.0 0.00 24.3 0.0 0.17 0.09 0.03 0.02 D 255.0 0.00 24.3 0.0 0.17 0.09 0.03 0.02 D 255.0 0.00 24.4 0.0 0.14 0.07 0.03 0.02 D 240.0 0.00 16.6 0.0 0.15 0.07 0.03 0.01 D 240.0 0.00 12.7 0.0 0.20 0.13 0.04 0.00 D 235.0 0.00 12.7 0.0 0.20 0.13 0.04 0.00 D 235.0 0.00 12.7 0.0 0.17 0.11 0.04 0.00 D 225.0 0.00 12.7 0.0 0.17 0.11 0.04 0.00 D 225.0 0.00 18.7 0.0 0.18 0.11 0.04 0.01 D 220.0 0.00 18.7 0.0 0.18 0.11 0.04 0.01 D 220.0 0.00 28.9 0.0 0.23 0.20 0.04 0.04 D 215.0 0.00 28.9 0.0 0.23 0.20 0.04 0.04 D 215.0 0.00 28.5 0.0 0.20 0.18 0.04 0.04

D 200.0 0.00 40.9 0.0 0.20 0.18 0.04 0.04 D 200.0 0.00 41.5 0.0 0.22 0.21 0.04 0.05 D 193.3 0.00 41.5 0.0 0.22 0.21 0.04 0.05 D 193.3 0.00 41.7 0.0 0.21 0.19 0.04 0.05 D 160.0 0.00 42.2 0.0 0.22 0.20 0.05 0.07 D 160.0 0.00 42.4 0.0 0.23 0.24 0.05 0.08 D 140.0 0.00 42.5 0.0 0.23 0.24 0.06 0.08 D 140.0 0.00 42.6 0.0 0.22 0.23 0.06 0.09 D 120.0 0.00 44.5 0.0 0.22 0.24 0.07 0.09 D 120.0 0.00 44.6 0.0 0.22 0.25 0.07 0.10 D 100.0 0.00 44.7 0.0 0.22 0.26 0.07 0.10 D 100.0 0.00 44.8 0.0 0.24 0.28 0.08 0.11 D 80.0 0.00 44.8 0.0 0.24 0.29 0.08 0.11 D 80.0 0.00 44.9 0.0 0.24 0.31 0.09 0.12 D 40.0 0.00 45.0 0.0 0.23 0.32 0.10 0.12 D 40.0 0.00 45.1 0.0 0.22 0.37 0.11 0.12 D 20.0 0.00 45.1 0.0 0.21 0.37 0.11 0.12 D 20.0 0.00 45.1 0.0 0.18 0.32 0.11 0.12 D 13.3 0.00 45.1 0.0 0.18 0.32 0.11 0.12 D 13.3 0.00 45.2 0.0 0.21 0.41 0.12 0.12 D 0.0 0.00 45.2 0.0 0.21 0.41 0.12 0.12

ANTENNA LOADING

.......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES

TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION

ft ft kip kip kip ft-kip

HP 222.0 0.0 6.7 0.0 0.15 0.00 0.04 0.00

HP 222.0 120.0 6.7 120.0 -0.08 -0.05 0.04 -0.02

LOADING CONDITION Y =========================================================

30 mph wind with 1 ice. Wind Azimuth: 0• (1.2 D + 1.0 Di + 1.0 Wi)

LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS

TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL

ft ft kip kip ft-kip ft-kip

C 273.0 0.00 0.0 0.0 0.22 0.49 0.00 0.00 C 270.0 0.00 0.0 0.0 0.01 0.38 0.00 0.00 C 266.0 0.00 0.0 0.0 0.02 0.35 0.00 0.00 C 266.0 0.00 0.0 0.0 0.01 0.01 0.00 0.00 C 264.3 0.00 0.0 0.0 0.01 0.87 0.00 0.00 C 262.0 0.00 0.0 0.0 0.05 0.64 0.00 0.00 C 262.0 0.00 0.0 0.0 0.00 0.03 0.00 0.00 C 260.0 0.00 0.0 0.0 0.02 0.36 0.00 0.00 C 260.0 0.00 0.0 0.0 0.02 1.57 0.00 0.00 C 260.0 0.00 0.0 0.0 0.06 2.54 0.00 0.00 C 260.0 0.00 0.0 0.0 0.60 9.91 0.00 0.00 C 260.0 0.00 0.0 0.0 0.02 0.60 0.00 0.00 C 257.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 252.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 250.0 0.00 0.0 0.0 0.28 5.86 0.00 0.00 C 250.0 0.00 0.0 0.0 0.09 1.25 0.00 0.00 C 250.0 0.00 0.0 0.0 0.01 0.14 0.00 0.00 C 244.0 0.00 0.0 0.0 0.10 0.78 0.00 0.00 C 243.0 0.00 0.0 0.0 0.08 1.20 0.00 0.00 C 243.0 0.00 0.0 0.0 0.04 0.52 0.00 0.00 C 242.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 242.0 0.00 0.0 0.0 0.06 0.41 0.00 0.00 C 242.0 0.00 0.0 0.0 0.03 0.34 0.00 0.00 C 242.0 0.00 0.0 0.0 0.04 0.62 0.00 0.00 C 242.0 0.00 0.0 0.0 0.01 0.07 0.00 0.00 C 242.0 0.00 0.0 0.0 0.04 0.73 0.00 0.00 C 240.0 0.00 0.0 0.0 0.57 9.17 0.00 0.00 C 232.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 225.0 0.00 0.0 0.0 0.05 0.64 0.00 0.00 C 224.0 0.00 0.0 0.0 0.01 0.21 0.00 0.00 C 222.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 222.0 0.00 0.0 0.0 0.05 0.64 0.00 0.00 C 222.0 0.00 0.0 0.0 0.09 0.72 0.00 0.00 C 220.0 0.00 0.0 0.0 0.57 9.89 0.00 0.00 C 218.0 0.00 0.0 0.0 0.06 0.17 0.00 0.00

C 212.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 207.0 0.00 0.0 0.0 0.05 0.64 0.00 0.00 C 207.0 0.00 0.0 0.0 0.09 0.72 0.00 0.00 C 207.0 0.00 0.0 0.0 0.16 0.87 0.00 0.00 C 205.0 0.00 0.0 0.0 0.54 9.10 0.00 0.00 C 202.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 199.0 0.00 0.0 0.0 0.02 0.59 0.00 0.00 C 196.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 190.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 183.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 176.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 170.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 163.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 156.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 150.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 143.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 140.0 0.00 0.0 0.0 0.02 0.58 0.00 0.00 C 135.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 130.0 0.00 0.0 0.0 0.01 0.37 0.00 0.00 C 125.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 115.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 105.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 95.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 85.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 65.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 55.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 45.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 35.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 25.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 13.3 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 6.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 6.7 8.18 180.0 0.0 0.02 0.11 0.00 0.00

D 260.0 0.00 9.5 0.0 0.02 0.35 0.17 0.00 D 255.0 0.00 9.5 0.0 0.02 0.35 0.17 0.00 D 255.0 0.00 9.5 0.0 0.02 0.28 0.17 0.00 D 250.0 0.00 9.5 0.0 0.02 0.28 0.17 0.00 D 250.0 0.00 6.7 0.0 0.02 0.28 0.19 0.00 D 245.0 0.00 6.7 0.0 0.02 0.28 0.19 0.00 D 245.0 0.00 4.7 0.0 0.02 0.29 0.21 0.00 D 240.0 0.00 4.7 0.0 0.02 0.29 0.21 0.00 D 240.0 0.00 2.8 0.0 0.02 0.43 0.23 0.00 D 235.0 0.00 2.8 0.0 0.02 0.43 0.23 0.00 D 235.0 0.00 2.8 0.0 0.02 0.35 0.23 0.00 D 225.0 0.00 2.8 0.0 0.02 0.35 0.23 0.00 D 225.0 0.00 13.3 0.0 0.02 0.37 0.21 0.00 D 220.0 0.00 13.3 0.0 0.02 0.37 0.21 0.00 D 220.0 0.00 27.0 0.0 0.02 0.58 0.21 0.00 D 215.0 0.00 27.0 0.0 0.02 0.58 0.21 0.00 D 215.0 0.00 27.0 0.0 0.02 0.50 0.21 0.00 D 210.0 0.00 27.0 0.0 0.02 0.50 0.21 0.00 D 210.0 0.00 33.1 0.0 0.02 0.51 0.21 0.00 D 205.0 0.00 33.1 0.0 0.02 0.51 0.21 0.00 D 205.0 0.00 42.3 0.0 0.02 0.52 0.22 0.00 D 200.0 0.00 42.3 0.0 0.02 0.52 0.22 0.00 D 200.0 0.00 42.6 0.0 0.02 0.58 0.23 0.00 D 193.3 0.00 42.6 0.0 0.02 0.58 0.23 0.00 D 193.3 0.00 42.9 0.0 0.02 0.54 0.24 0.00 D 180.0 0.00 43.2 0.0 0.02 0.54 0.25 0.00 D 180.0 0.00 43.6 0.0 0.02 0.55 0.28 0.00 D 160.0 0.00 43.9 0.0 0.02 0.56 0.30 0.00 D 160.0 0.00 44.2 0.0 0.02 0.62 0.33 0.00 D 140.0 0.00 44.5 0.0 0.02 0.63 0.35 0.00 D 140.0 0.00 44.7 0.0 0.02 0.61 0.37 0.01 D 130.0 0.00 44.7 0.0 0.02 0.61 0.37 0.01 D 130.0 0.00 47.2 0.0 0.02 0.62 0.40 0.01 D 120.0 0.00 47.2 0.0 0.02 0.62 0.40 0.01 D 120.0 0.00 47.4 0.0 0.02 0.64 0.43 0.01 D 100.0 0.00 47.4 0.0 0.02 0.65 0.44 0.01 D 100.0 0.00 47.6 0.0 0.02 0.71 0.47 0.01 D 80.0 0.00 47.7 0.0 0.02 0.71 0.48 0.01 D 80.0 0.00 47.9 0.0 0.02 0.74 0.51 0.01 D 60.0 0.00 47.9 0.0 0.02 0.75 0.51 0.01 D 60.0 0.00 48.1 0.0 0.02 0.75 0.54 0.01 D 40.0 0.00 48.2 0.0 0.02 0.76 0.55 0.01 D 40.0 0.00 50.4 0.0 0.02 0.83 0.59 0.01 D 20.0 0.00 51.4 0.0 0.02 0.83 0.60 0.01 D 20.0 0.00 52.3 0.0 0.02 0.73 0.61 0.01 D 13.3 0.00 52.3 0.0 0.02 0.73 0.61 0.01 D 13.3 0.00 51.4 0.0 0.02 0.88 0.48 0.01

D 0.0 0.00 51.4 0.0 0.02 0.88 0.48 0.01

ANTENNA LOADING

.......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES

TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION

ft ft kip kip kip ft-kip

HP 222.0 0.0 6.7 0.0 0.01 0.00 0.16 0.00

HP 222.0 120.0 6.7 120.0 -0.01 0.00 0.16 0.00

MAXIMUM ANTENNA AND REFLECTOR ROTATIONS:

ELEV AZI TYPE ......BEAM DEFLECTIONS (deg) ft deg * ROLL YAW PITCH TOTAL

222.0 0.0 HP -0.936 G 0.079 F 0.865 D 0.865 D

222.0 120.0 HP -0.908 C 0.075 F 0.924 L 0.927 F

MAXIMUM TENSION IN MAST MEMBERS (kip)

ELEV LEGS DIAG HORIZ BRACE

ft

260.0 --------------------- 2.10 G 0.00 A

1.03 M 3.41 N

255.0 --------------------- 0.09 I 0.00 A

5.92 M 2.85 B

250.0 --------------------- 0.06 S 0.00 A

10.78 M 4.56 N

245.0 --------------------- 0.07 E 0.00 A

19.57 M 5.60 B

240.0 --------------------- 0.92 C 0.00 A

28.72 M 7.55 T

235.0 --------------------- 0.09 A 0.00 A

42.14 M 8.12 B

230.0 --------------------- 0.02 O 0.00 A

55.48 M 8.23 R

225.0 --------------------- 0.08 A 0.00 A

70.06 M 9.16 L

220.0 --------------------- 0.26 a 0.00 A

85.09 M 11.00 X

215.0 --------------------- 0.10 A 0.00 A

104.80 M 11.79 L

210.0 --------------------- 0.02 S 0.00 A

123.95 M 12.21 R

205.0 --------------------- 0.10 A 0.00 A

145.35 M 14.54 L

200.0 --------------------- 1.41 S 0.00 A

166.74 M 9.46 R

193.3 --------------------- 0.14 A 0.00 A

186.55 M 9.56 F

186.7 --------------------- 0.00 M 0.00 A

202.96 M 9.00 R

180.0 --------------------- 0.12 A 0.00 A

219.94 M 9.14 F

173.3 --------------------- 0.00 M 0.00 A

234.57 M 8.79 R

166.7 --------------------- 0.10 A 0.00 A

249.61 M 8.96 F

160.0 --------------------- 0.01 M 0.00 A

262.95 M 8.77 R

153.3 --------------------- 0.12 A 0.00 A

276.59 M 8.99 L

146.7 --------------------- 0.01 M 0.00 A

289.08 M 8.91 R

140.0 --------------------- 0.10 A 0.00 A

304.73 M 10.01 F

130.0 --------------------- 0.06 A 0.00 A

322.32 M 9.99 R

120.0 --------------------- 0.07 A 0.00 A

339.91 M 10.21 F

110.0 --------------------- 0.05 A 0.00 A

356.38 M 10.26 R

100.0 --------------------- 0.06 A 0.00 A

372.82 M 10.56 F

90.0 --------------------- 0.04 A 0.00 A

388.49 M 10.74 X

80.0 --------------------- 0.06 A 0.00 A

404.22 M 11.09 F

70.0 --------------------- 0.04 A 0.00 A

419.34 M 11.29 X

60.0 --------------------- 0.05 A 0.00 A

434.52 M 11.64 F

50.0 --------------------- 0.04 A 0.00 A

449.22 M 11.85 R

40.0 --------------------- 0.04 I 0.00 A

463.87 M 12.17 L

30.0 --------------------- 0.05 S 0.00 A

478.04 M 12.38 R

20.0 --------------------- 0.10 A 0.00 A

494.90 M 13.02 F

13.3 --------------------- 0.82 M 0.00 G

493.62 M 16.81 F

0.0 --------------------- 0.00 A 0.00 A

MAXIMUM COMPRESSION IN MAST MEMBERS (kip)

ELEV LEGS DIAG HORIZ BRACE

ft

260.0 --------------------- -1.95 M 0.00 A -6.63 e -3.59 B

255.0 --------------------- -0.06 O 0.00 A -11.39 G -2.71 N

250.0 --------------------- -0.07 A 0.00 A -18.35 G -4.74 K

245.0 --------------------- -0.05 W 0.00 A -28.51 G -5.49 N

240.0 --------------------- -0.80 U 0.00 A -41.26 G -7.79 B

235.0 --------------------- -0.05 S 0.00 A -55.84 G -7.91 T

230.0 --------------------- -0.02 A 0.00 A -69.56 G -8.43 L

225.0 --------------------- -0.05 S 0.00 A -85.75 G -9.02 X

220.0 --------------------- 0.00 A 0.00 A -104.70 G -11.34 F

215.0 --------------------- -0.07 S 0.00 A -126.33 G -11.48 R

210.0 --------------------- -0.03 A 0.00 A -146.43 G -12.51 L

205.0 --------------------- -0.07 S 0.00 A -172.87 G -14.28 R

200.0 --------------------- -2.03 A 0.00 A -195.11 G -10.00 K

193.3 --------------------- -0.11 S 0.00 A -217.50 G -9.23 R

186.7 --------------------- 0.00 G 0.00 A -234.80 G -9.34 K

180.0 --------------------- -0.09 S 0.00 A -254.05 G -8.89 R

173.3 --------------------- 0.00 G 0.00 A -269.82 G -9.05 F

166.7 --------------------- -0.08 S 0.00 A -286.96 G -8.78 R

160.0 --------------------- -0.01 G 0.00 A -301.71 G -8.99 L

153.3 --------------------- -0.09 S 0.00 A -317.53 G -8.85 R

146.7 --------------------- -0.01 G 0.00 A -331.65 G -9.08 F

140.0 --------------------- -0.08 S 0.00 A -349.99 G -9.92 X

130.0 --------------------- -0.05 S 0.00 A -370.28 G -10.16 F

120.0 --------------------- -0.06 S 0.00 A -391.02 G -10.15 R

110.0 --------------------- -0.05 S 0.00 A -410.29 G -10.41 F

100.0 --------------------- -0.05 S 0.00 A -430.06 G -10.52 X

90.0 --------------------- -0.03 S 0.00 A -448.85 G -10.87 F

80.0 --------------------- -0.05 S 0.00 A -468.12 G -11.06 L

70.0 --------------------- -0.03 S 0.00 A -486.68 G -11.42 F

60.0 --------------------- -0.04 S 0.00 A -505.56 G -11.62 L

50.0 --------------------- -0.03 S 0.00 A -523.81 G -11.97 L

40.0 --------------------- -0.03 O 0.00 A -542.40 G -12.18 L

30.0 --------------------- -0.06 A 0.00 A -560.58 G -12.47 F

20.0 --------------------- -0.08 S 0.00 A -581.16 G -13.04 L

13.3 --------------------- -1.00 G 0.00 A -582.87 G -16.83 F

FORCE/RESISTANCE RATIO IN LEGS

-- LEG COMPRESSION - ---- LEG TENSION ---

MAST FORCE/ FORCE/

ELEV MAX COMP RESIST MAX TENS RESIST

ft COMP RESIST RATIO TENS RESIST RATIO

260.00 -----------------------------------------------

6.63 83.04 0.08 1.03 100.98 0.01

255.00 -----------------------------------------------

11.39 83.04 0.14 5.92 100.98 0.06

250.00 -----------------------------------------------

18.35 83.04 0.22 10.78 100.98 0.11

245.00 -----------------------------------------------

28.51 83.04 0.34 19.57 100.98 0.19

240.00 -----------------------------------------------

41.26 177.29 0.23 28.72 199.92 0.14

235.00 -----------------------------------------------

55.84 177.29 0.31 42.14 199.92 0.21

230.00 -----------------------------------------------

69.56 177.29 0.39 55.48 199.92 0.28

225.00 -----------------------------------------------

85.75 177.29 0.48 70.06 199.92 0.35

220.00 -----------------------------------------------

104.70 332.98 0.31 85.09 361.16 0.24

215.00 -----------------------------------------------

126.33 332.98 0.38 104.80 361.16 0.29

210.00 -----------------------------------------------

146.43 332.98 0.44 123.95 361.16 0.34

205.00 -----------------------------------------------

172.87 332.98 0.52 145.35 361.16 0.40

200.00 -----------------------------------------------

195.11 546.43 0.36 166.74 523.32 0.32

193.33 -----------------------------------------------

217.50 546.43 0.40 186.55 523.32 0.36

186.67 -----------------------------------------------

234.80 546.43 0.43 202.96 523.32 0.39

180.00 -----------------------------------------------

254.05 546.43 0.46 219.94 578.14 0.38

173.33 -----------------------------------------------

269.82 546.43 0.49 234.57 578.14 0.41

166.67 -----------------------------------------------

286.96 546.43 0.53 249.61 578.14 0.43

160.00 -----------------------------------------------

301.71 703.28 0.43 262.95 512.85 0.51

153.33 -----------------------------------------------

317.53 703.28 0.45 276.59 512.85 0.54

146.67 -----------------------------------------------

331.65 703.28 0.47 289.08 512.85 0.56

140.00 -----------------------------------------------

349.99 672.74 0.52 304.73 674.52 0.45

130.00 -----------------------------------------------

370.28 672.74 0.55 322.32 674.52 0.48

120.00 -----------------------------------------------

391.02 672.74 0.58 339.91 674.52 0.50

110.00 -----------------------------------------------

410.29 672.74 0.61 356.38 674.52 0.53

100.00 -----------------------------------------------

430.06 822.87 0.52 372.82 674.52 0.55

90.00 -----------------------------------------------

448.85 822.87 0.55 388.49 674.52 0.58

80.00 -----------------------------------------------

468.12 822.87 0.57 404.22 870.40 0.46

70.00 -----------------------------------------------

486.68 822.87 0.59 419.34 870.40 0.48

60.00 -----------------------------------------------

505.56 822.87 0.61 434.52 870.40 0.50

50.00 -----------------------------------------------

523.81 822.87 0.64 449.22 870.40 0.52

40.00 -----------------------------------------------

542.40 915.78 0.59 463.87 958.97 0.48

30.00 -----------------------------------------------

560.58 915.78 0.61 478.04 958.97 0.50

20.00 -----------------------------------------------

581.16 939.52 0.62 494.90 958.97 0.52

13.33 -----------------------------------------------

582.87 939.52 0.62 493.62 958.97 0.51

0.00 -----------------------------------------------

FORCE/RESISTANCE RATIO IN DIAGONALS

- DIAG COMPRESSION - --- DIAG TENSION --

MAST FORCE/ FORCE/

ELEV MAX COMP RESIST MAX TENS RESIST

ft COMP RESIST RATIO TENS RESIST RATIO

260.00 -----------------------------------------------

3.59 10.74 0.33 3.41 10.74 0.32

255.00 -----------------------------------------------

2.71 10.74 0.25 2.85 10.74 0.27

250.00 -----------------------------------------------

4.74 10.74 0.44 4.56 10.74 0.42

245.00 -----------------------------------------------

5.49 10.74 0.51 5.60 10.74 0.52

240.00 -----------------------------------------------

7.79 17.26 0.45 7.55 17.26 0.44

235.00 -----------------------------------------------

7.91 17.26 0.46 8.12 17.26 0.47

230.00 -----------------------------------------------

8.43 17.26 0.49 8.23 17.26 0.48

225.00 -----------------------------------------------

9.02 17.26 0.52 9.16 17.26 0.53

220.00 -----------------------------------------------

11.34 24.68 0.46 11.00 24.68 0.45

215.00 -----------------------------------------------

11.48 24.68 0.46 11.79 24.68 0.48

210.00 -----------------------------------------------

12.51 24.68 0.51 12.21 24.68 0.49

205.00 -----------------------------------------------

14.28 24.68 0.58 14.54 24.68 0.59

200.00 -----------------------------------------------

10.00 17.67 0.57 9.46 17.67 0.54

193.33 -----------------------------------------------

9.23 17.67 0.52 9.56 17.67 0.54

186.67 -----------------------------------------------

9.34 17.67 0.53 9.00 17.67 0.51

180.00 -----------------------------------------------

8.89 17.26 0.52 9.14 17.26 0.53

173.33 -----------------------------------------------

9.05 17.26 0.52 8.79 17.26 0.51

166.67 -----------------------------------------------

8.78 17.26 0.51 8.96 17.26 0.52

160.00 -----------------------------------------------

8.99 17.24 0.52 8.77 17.24 0.51

153.33 -----------------------------------------------

8.85 17.24 0.51 8.99 17.24 0.52

146.67 -----------------------------------------------

9.08 17.24 0.53 8.91 17.24 0.52

140.00 -----------------------------------------------

9.92 19.01 0.52 10.01 19.01 0.53

130.00 -----------------------------------------------

10.16 19.01 0.53 9.99 19.01 0.53

120.00 -----------------------------------------------

10.15 19.44 0.52 10.21 19.44 0.53

110.00 -----------------------------------------------

10.41 19.44 0.54 10.26 19.44 0.53

100.00 -----------------------------------------------

10.52 19.98 0.53 10.56 19.98 0.53

90.00 -----------------------------------------------

10.87 19.98 0.54 10.74 19.98 0.54

80.00 -----------------------------------------------

11.06 21.06 0.53 11.09 21.06 0.53

70.00 -----------------------------------------------

11.42 21.06 0.54 11.29 21.06 0.54

60.00 -----------------------------------------------

11.62 22.45 0.52 11.64 22.45 0.52

50.00 -----------------------------------------------

11.97 22.45 0.53 11.85 22.45 0.53

40.00 -----------------------------------------------

12.18 23.60 0.52 12.17 23.60 0.52

30.00 -----------------------------------------------

12.47 23.60 0.53 12.38 23.60 0.52

20.00 -----------------------------------------------

13.04 25.37 0.51 13.02 25.37 0.51

13.33 -----------------------------------------------

16.83 38.66 0.44 16.81 38.66 0.43

0.00 -----------------------------------------------

MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip)

--------------LOAD---COMPONENTS------------- TOTAL

NORTH EAST DOWN UPLIFT SHEAR

54.69 G 46.85 K 604.69 G -511.83 M 54.69 G

MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft)

------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION

NORTH EAST TOTAL NORTH EAST TOTAL

@ 360.0 @ 359.9

89.2 -78.8 89.2 225.7 14212.4 -12819.4 14212.4 -47.2 S P S e G D G R

Latticed Tower Analysis (Unguyed) (c)2017 Guymast Inc. 416-736-7453 Processed under license at:

Sabre Towers and Poles on: 10 may 2023 at: 16:05:09

************************** Service Load Condition ***************************

* Only 1 condition(s) shown in full

LOADING CONDITION A =========================================================

60 mph wind with no ice. Wind Azimuth: 0• (1.0 D + 1.0 Wo)

LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS

TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL

ft ft kip kip ft-kip ft-kip

C 273.0 0.00 0.0 0.0 0.19 0.05 0.00 0.00 C 270.0 0.00 0.0 0.0 0.02 0.20 0.00 0.00 C 266.0 0.00 0.0 0.0 0.07 0.08 0.00 0.00 C 266.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00

C 264.3 0.00 0.0 0.0 0.02 0.37 0.00 0.00 C 262.0 0.00 0.0 0.0 0.12 0.30 0.00 0.00 C 262.0 0.00 0.0 0.0 0.01 0.01 0.00 0.00 C 260.0 0.00 0.0 0.0 0.06 0.12 0.00 0.00 C 260.0 0.00 0.0 0.0 0.04 0.60 0.00 0.00 C 260.0 0.00 0.0 0.0 0.14 0.70 0.00 0.00 C 260.0 0.00 0.0 0.0 0.90 4.25 0.00 0.00 C 260.0 0.00 0.0 0.0 0.02 0.15 0.00 0.00 C 257.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 252.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 250.0 0.00 0.0 0.0 0.84 2.15 0.00 0.00 C 250.0 0.00 0.0 0.0 0.25 0.61 0.00 0.00 C 250.0 0.00 0.0 0.0 0.03 0.05 0.00 0.00 C 244.0 0.00 0.0 0.0 0.10 0.30 0.00 0.00 C 243.0 0.00 0.0 0.0 0.20 0.54 0.00 0.00 C 243.0 0.00 0.0 0.0 0.10 0.20 0.00 0.00 C 242.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 242.0 0.00 0.0 0.0 0.12 0.18 0.00 0.00 C 242.0 0.00 0.0 0.0 0.07 0.16 0.00 0.00 C 242.0 0.00 0.0 0.0 0.12 0.30 0.00 0.00 C 242.0 0.00 0.0 0.0 0.01 0.03 0.00 0.00 C 242.0 0.00 0.0 0.0 0.13 0.16 0.00 0.00 C 240.0 0.00 0.0 0.0 0.83 3.90 0.00 0.00 C 232.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 225.0 0.00 0.0 0.0 0.12 0.30 0.00 0.00 C 224.0 0.00 0.0 0.0 0.04 0.08 0.00 0.00 C 222.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 222.0 0.00 0.0 0.0 0.13 0.30 0.00 0.00 C 222.0 0.00 0.0 0.0 0.20 0.33 0.00 0.00 C 220.0 0.00 0.0 0.0 0.86 4.30 0.00 0.00 C 218.0 0.00 0.0 0.0 0.12 0.07 0.00 0.00 C 212.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 207.0 0.00 0.0 0.0 0.12 0.30 0.00 0.00 C 207.0 0.00 0.0 0.0 0.20 0.33 0.00 0.00 C 207.0 0.00 0.0 0.0 0.30 0.39 0.00 0.00 C 205.0 0.00 0.0 0.0 0.80 3.90 0.00 0.00 C 202.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 199.0 0.00 0.0 0.0 0.02 0.15 0.00 0.00 C 196.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 190.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 183.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 176.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 170.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 163.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 156.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 150.1 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 143.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 140.0 0.00 0.0 0.0 0.02 0.15 0.00 0.00 C 135.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 130.0 0.00 0.0 0.0 0.02 0.20 0.00 0.00 C 125.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 115.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 105.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 95.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 85.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 65.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 55.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 45.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 35.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 25.0 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 13.3 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 6.7 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 6.7 8.18 180.0 0.0 0.05 0.09 0.00 0.00

D 260.0 0.00 24.3 0.0 0.05 0.10 0.03 0.00 D 255.0 0.00 24.3 0.0 0.05 0.10 0.03 0.00 D 255.0 0.00 24.4 0.0 0.04 0.08 0.03 0.00 D 240.0 0.00 16.6 0.0 0.04 0.08 0.04 0.00 D 240.0 0.00 12.7 0.0 0.06 0.14 0.04 0.00 D 235.0 0.00 12.7 0.0 0.06 0.14 0.04 0.00 D 235.0 0.00 11.9 0.0 0.05 0.12 0.04 0.00 D 220.0 0.00 17.5 0.0 0.05 0.12 0.04 0.00 D 220.0 0.00 28.9 0.0 0.06 0.23 0.04 0.01 D 215.0 0.00 28.9 0.0 0.06 0.23 0.04 0.01 D 215.0 0.00 28.5 0.0 0.06 0.20 0.04 0.01 D 200.0 0.00 40.9 0.0 0.06 0.20 0.04 0.01 D 200.0 0.00 41.5 0.0 0.06 0.23 0.04 0.01 D 193.3 0.00 41.5 0.0 0.06 0.23 0.04 0.01 D 193.3 0.00 41.7 0.0 0.06 0.22 0.04 0.01 D 160.0 0.00 42.2 0.0 0.06 0.23 0.06 0.02

D 160.0 0.00 42.4 0.0 0.06 0.26 0.06 0.02 D 140.0 0.00 42.5 0.0 0.06 0.27 0.07 0.02 D 140.0 0.00 42.6 0.0 0.06 0.26 0.07 0.02 D 120.0 0.00 44.5 0.0 0.06 0.26 0.08 0.03 D 120.0 0.00 44.6 0.0 0.06 0.28 0.08 0.03 D 100.0 0.00 44.7 0.0 0.06 0.29 0.08 0.03 D 100.0 0.00 44.8 0.0 0.07 0.32 0.09 0.03 D 80.0 0.00 44.8 0.0 0.07 0.32 0.09 0.03 D 80.0 0.00 44.9 0.0 0.07 0.35 0.10 0.03 D 40.0 0.00 45.0 0.0 0.06 0.36 0.11 0.03 D 40.0 0.00 45.1 0.0 0.06 0.41 0.12 0.03 D 20.0 0.00 45.1 0.0 0.06 0.41 0.12 0.03 D 20.0 0.00 45.1 0.0 0.05 0.36 0.12 0.03 D 13.3 0.00 45.1 0.0 0.05 0.36 0.12 0.03 D 13.3 0.00 45.2 0.0 0.06 0.46 0.13 0.03 D 0.0 0.00 45.2 0.0 0.06 0.46 0.13 0.03

ANTENNA LOADING

.......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES

TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION

ft ft kip kip kip ft-kip

HP 222.0 0.0 6.7 0.0 0.04 0.00 0.04 0.00

HP 222.0 120.0 6.7 120.0 -0.02 -0.01 0.04 -0.01

MAXIMUM MAST DISPLACEMENTS:

ELEV ------DEFLECTIONS (ft)----- --TILTS (DEG)--- TWIST ft NORTH EAST DOWN NORTH EAST DEG

260.0 0.644 G -0.591 D 0.012 G 0.287 G -0.266 D 0.021 L

255.0 0.618 G -0.567 D 0.011 G 0.286 G -0.266 D 0.021 L

250.0 0.593 G -0.544 D 0.011 G 0.284 G -0.264 D 0.021 L

245.0 0.568 G -0.520 D 0.011 G 0.281 G -0.261 D 0.021 L

240.0 0.543 G -0.497 D 0.010 G 0.275 G -0.255 D 0.021 L

235.0 0.518 G -0.475 D 0.010 G 0.271 G -0.251 D 0.020 L

230.0 0.494 G -0.452 D 0.010 G 0.266 G -0.246 D 0.020 L

225.0 0.470 G -0.430 D 0.010 G 0.258 G -0.239 D 0.020 L

220.0 0.448 G -0.409 D 0.009 G 0.249 G -0.230 D 0.019 L

215.0 0.425 G -0.389 D 0.009 G 0.243 G -0.225 D 0.019 L

210.0 0.404 G -0.369 D 0.009 G 0.236 G -0.218 D 0.019 L

205.0 0.383 G -0.350 D 0.009 G 0.227 G -0.209 D 0.019 L

200.0 0.363 G -0.331 D 0.008 G 0.217 G -0.200 D 0.018 L

193.3 0.337 G -0.307 D 0.008 G 0.208 G -0.191 D 0.018 L

186.7 0.313 G -0.285 D 0.008 G 0.199 G -0.183 D 0.017 L

180.0 0.290 G -0.264 D 0.007 G 0.189 G -0.174 D 0.016 L

173.3 0.268 G -0.243 D 0.007 G 0.180 G -0.165 D 0.015 L

166.7 0.246 G -0.224 D 0.007 G 0.170 G -0.156 D 0.015 L

160.0 0.226 G -0.206 D 0.007 G 0.160 G -0.147 D 0.014 L

153.3 0.207 G -0.188 D 0.006 G 0.153 G -0.140 D 0.013 L

146.7 0.189 G -0.172 D 0.006 G 0.145 G -0.133 D 0.012 L

140.0 0.172 G -0.156 D 0.006 G 0.137 G -0.126 D 0.011 L

130.0 0.148 G -0.134 D 0.006 G 0.126 G -0.115 D 0.010 L

120.0 0.126 G -0.114 D 0.005 G 0.114 G -0.104 D 0.009 L

110.0 0.106 G -0.096 D 0.005 G 0.102 G -0.093 D 0.009 L

100.0 0.088 G -0.080 D 0.004 G 0.091 G -0.083 D 0.008 L

90.0 0.072 G -0.065 D 0.004 G 0.081 G -0.074 D -0.007 F

80.0 0.058 G -0.052 D 0.004 G 0.072 G -0.065 D -0.006 F

70.0 0.045 G -0.040 D 0.003 G 0.062 G -0.056 D -0.005 F

60.0 0.034 G -0.030 D 0.003 G 0.053 G -0.048 D -0.004 F

50.0 0.024 G -0.022 D 0.002 G 0.043 G -0.039 D -0.004 F

40.0 0.016 G -0.015 D 0.002 G 0.034 G -0.031 D -0.003 F

30.0 0.010 G -0.009 D 0.001 D 0.025 G -0.023 D 0.002 L

20.0 0.004 G -0.004 D 0.001 D 0.017 G -0.015 D 0.001 L

13.3 0.002 G -0.002 D 0.001 G 0.011 G -0.010 D 0.001 L

0.0 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A

MAXIMUM ANTENNA AND REFLECTOR ROTATIONS:

ELEV AZI TYPE ......BEAM DEFLECTIONS (deg) ft deg * ROLL YAW PITCH TOTAL

222.0 0.0 HP -0.253 G 0.020 F 0.234 D 0.234 D

222.0 120.0 HP -0.245 C 0.020 F 0.250 L 0.250 F

MAXIMUM TENSION IN MAST MEMBERS (kip)

ELEV LEGS DIAG HORIZ BRACE

ft

260.0 --------------------- 0.62 G 0.00 A

0.00 A 0.86 B

255.0 --------------------- 0.03 I 0.00 A

0.00 A 0.82 B

250.0 --------------------- 0.01 G 0.00 A

0.26 A 1.18 B

245.0 --------------------- 0.03 E 0.00 A

2.19 A 1.54 B

240.0 --------------------- 0.29 C 0.00 A

3.44 A 1.94 H

235.0 --------------------- 0.03 A 0.00 A

6.73 A 2.25 B

230.0 --------------------- 0.00 C 0.00 A

10.31 A 2.14 F

225.0 --------------------- 0.03 A 0.00 A

13.79 A 2.51 F

220.0 --------------------- 0.10 D 0.00 A

16.57 A 2.83 L

215.0 --------------------- 0.04 A 0.00 A

21.37 A 3.27 F

210.0 --------------------- 0.00 G 0.00 A

26.38 A 3.18 L

205.0 --------------------- 0.04 A 0.00 A

30.55 A 3.99 L

200.0 --------------------- 0.14 G 0.00 A

36.23 A 2.39 L

193.3 --------------------- 0.05 A 0.00 A

40.87 A 2.68 L

186.7 --------------------- 0.00 A 0.00 A

45.20 A 2.31 L

180.0 --------------------- 0.04 A 0.00 A

49.22 A 2.55 L

173.3 --------------------- 0.00 A 0.00 A

53.00 A 2.29 F

166.7 --------------------- 0.03 A 0.00 A

56.56 A 2.50 L

160.0 --------------------- 0.00 A 0.00 A

59.92 A 2.31 F

153.3 --------------------- 0.04 A 0.00 A

63.08 A 2.49 L

146.7 --------------------- 0.00 A 0.00 A

66.14 A 2.37 F

140.0 --------------------- 0.03 A 0.00 A

69.74 A 2.76 F

130.0 --------------------- 0.02 A 0.00 A

73.94 A 2.68 F

120.0 --------------------- 0.03 A 0.00 A

77.98 A 2.82 F

110.0 --------------------- 0.02 A 0.00 A

81.86 A 2.77 F

100.0 --------------------- 0.02 A 0.00 A

85.55 A 2.91 L

90.0 --------------------- 0.01 A 0.00 A

89.12 A 2.90 L

80.0 --------------------- 0.02 A 0.00 A

92.55 A 3.05 F

70.0 --------------------- 0.01 A 0.00 A

95.87 A 3.06 L

60.0 --------------------- 0.02 A 0.00 A

99.10 A 3.20 F

50.0 --------------------- 0.01 A 0.00 A

102.28 A 3.21 F

40.0 --------------------- 0.01 I 0.00 A

105.31 A 3.34 L

30.0 --------------------- 0.01 G 0.00 A

108.19 A 3.37 F

20.0 --------------------- 0.03 A 0.00 A

111.98 A 3.57 L

13.3 --------------------- 0.19 A 0.00 G

110.55 A 4.61 F

MAXIMUM COMPRESSION IN MAST MEMBERS (kip)

ELEV LEGS DIAG HORIZ BRACE

ft

260.0 --------------------- -0.47 A 0.00 A -3.11 G -1.03 B

255.0 --------------------- -0.01 C 0.00 A -4.81 G -0.68 H

250.0 --------------------- -0.02 A 0.00 A -7.32 G -1.32 K

245.0 --------------------- 0.00 K 0.00 A -10.45 G -1.44 B

240.0 --------------------- -0.17 I 0.00 A -14.97 G -2.17 B

235.0 --------------------- 0.00 C 0.00 A -19.17 G -2.06 H

230.0 --------------------- -0.01 A 0.00 A -22.87 G -2.33 F

225.0 --------------------- -0.01 C 0.00 A -27.62 G -2.37 F

220.0 --------------------- 0.00 A 0.00 A -33.84 G -3.16 F

215.0 --------------------- -0.01 G 0.00 A -40.11 G -2.97 L

210.0 --------------------- -0.01 A 0.00 A -45.65 G -3.46 F

205.0 --------------------- -0.01 G 0.00 A -54.18 G -3.75 L

200.0 --------------------- -0.76 A 0.00 A -60.25 G -2.84 K

193.3 --------------------- -0.02 G 0.00 A -66.91 G -2.37 L

186.7 --------------------- 0.00 G 0.00 A -71.68 G -2.63 K

180.0 --------------------- -0.02 G 0.00 A -77.42 G -2.32 F

173.3 --------------------- 0.00 G 0.00 A -81.87 G -2.54 L

166.7 --------------------- -0.01 G 0.00 A -87.00 G -2.32 F

160.0 --------------------- 0.00 G 0.00 A -91.26 G -2.52 L

153.3 --------------------- -0.02 G 0.00 A -96.07 G -2.37 F

146.7 --------------------- 0.00 G 0.00 A -100.24 G -2.53 L

140.0 --------------------- -0.01 G 0.00 A -105.84 G -2.68 F

130.0 --------------------- -0.01 G 0.00 A -111.93 G -2.83 L

120.0 --------------------- -0.01 G 0.00 A -118.29 G -2.76 F

110.0 --------------------- -0.01 G 0.00 A -124.15 G -2.90 F

100.0 --------------------- -0.01 G 0.00 A -130.29 G -2.87 L

90.0 --------------------- -0.01 G 0.00 A -136.11 G -3.02 F

80.0 --------------------- -0.01 G 0.00 A -142.17 G -3.03 L

70.0 --------------------- -0.01 G 0.00 A -148.00 G -3.17 F

60.0 --------------------- -0.01 G 0.00 A -153.99 G -3.18 F

50.0 --------------------- -0.01 G 0.00 A -159.76 G -3.32 F

40.0 --------------------- 0.00 C 0.00 A -165.74 G -3.34 F

30.0 --------------------- -0.02 A 0.00 A -171.62 G -3.45 F

20.0 --------------------- -0.01 G 0.00 A -178.00 G -3.59 F

13.3 --------------------- -0.31 G 0.00 B -179.43 G -4.63 F

MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip)

--------------LOAD---COMPONENTS------------- TOTAL

NORTH EAST DOWN UPLIFT SHEAR

16.10 G 13.81 K 186.07 G -114.83 A 16.10 G

MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft)

------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION

NORTH EAST TOTAL NORTH EAST TOTAL

@ 0.0 @ 359.9

24.2 -21.5 24.2 97.0 3861.1 -3488.4 3861.1 12.7 G D G D G D G L