Attachment 7 - SA Report - Cemetary.pdf
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This document is a Structural Analysis Report for a 300 FT S3TL Series HD1 tower located at Cemetery 13, LA (Site #15), prepared by Sabre Industries for Elk Mountain Technology. The report analyzes the tower's structural integrity and load-bearing capacity, determining that the tower and foundation have sufficient capacity to support existing equipment. Specifically, the analysis revealed a tower rating of 69% and a foundation rating of 77%, performed in accordance with the ANSI/TIA-222-H standard. The report includes detailed technical documentation such as tower geometry, member properties, loading conditions, and comprehensive stress and tension analyses across various elevations and environmental scenarios.
The structural analysis covers multiple load conditions including wind speeds of 118 mph and 30 mph with and without ice, assessing the tower's performance under different stress scenarios. Key technical details include the tower's precise location (Latitude: 31° 5' 46.1", Longitude: -92° 58' 38.39"), total foundation loads, individual footing loads, and maximum tensions and compressions in tower components. The report concludes that no modifications are required at this time, as all tower components remain within acceptable engineering tolerances across the analyzed load conditions.
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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 #523968
Site Data: Site Name: Cemetery 13, LA Site No: Site #15 Latitude: 31° 5' 46.1" Longitude: -92° 58' 38.39" Tower Type: S3TL Series HD1 Tower Height: 300 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: 69% Foundation Rating: 77%
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:
300 FT Tower Structural Analysis Report Date: May 10, 2023 Sabre Sales Order # 523968
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 300 FT (S3TL Series HD1) tower designed by Sabre, Job #471511 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# 471511 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 57% Sufficient
Base Foundation (Caisson) BASE 77% Sufficient
Base Foundation Soil Interaction (Caisson)
BASE 70% Sufficient
Legs 100' - 120' 69% Sufficient
Diagonals 160' - 180' 69% Sufficient
Structure Rating (max from all components) = 77%
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
10:26:39
Maximum
Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523968.mst Page 1
1000 800 600 400 200
1000 800 600 400 200
300.0
Elev(ft)
1227.3
1208.7
1062.8
915.8
939.5
703.3
714.3
560.1
256.3
143.2
83.0
Compression in Legs (kip)
0 200 400 600 800
0 200 400 600 800
300.0
Elev(ft)
1242.4
876.9
959.0
674.5
728.7
415.8
277.0
166.9
101.0
Tension in Legs (kip)
10 may 2023
10:26:39
Maximum
Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523968.mst Page 2
25 20 15 10 5
25 20 15 10 5
300.0
Elev(ft)
49.7
45.1
23.6
22.5
21.1
20.0
18.8
19.0
17.2
14.2
17.3
34.4
24.7
20.2
13.0
11.3
Compression in Diagonals (kip)
0 5 10 15 20 25
0 5 10 15 20 25
300.0
Elev(ft)
49.7
45.1
23.6
22.5
21.1
20.0
18.8
19.0
17.2
14.2
17.3
34.4
24.7
20.2
13.0
11.3
Tension in Diagonals (kip)
10 may 2023
10:26:39
Maximum
Project: F:\Tower Eng. Data Files\Sabre Order Files\520000 J...\523968.mst Page 3
TOTAL FOUNDATION LOADS (kip, ft-kip)
292.15 115.44
-35.64
20189.71
INDIVIDUAL FOOTING LOADS (kip)
71.47
62.35
853.98 732.95
71.88
Latticed Tower Analysis (Unguyed) (c)2017 Guymast Inc. 416-736-7453 Processed under license at:
Sabre Towers and Poles on: 10 may 2023 at: 10:26:39
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 3 295.00 300.00 9.00 9.00 5.00 X 3 280.00 295.00 9.00 9.00 5.00 X 3 275.00 280.00 9.00 9.00 5.00 X 3 260.00 275.00 9.00 9.00 5.00 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 280.00 300.00 2.228 1.164 29000. 0.0000117
LE 260.00 280.00 3.678 1.164 29000. 0.0000117
LE 240.00 260.00 6.111 1.164 29000. 0.0000117
LE 220.00 240.00 12.763 1.164 29000. 0.0000117
LE 180.00 220.00 16.101 1.164 29000. 0.0000117
LE 100.00 180.00 21.206 1.164 29000. 0.0000117
LE 80.00 100.00 24.347 1.164 29000. 0.0000117
LE 0.00 80.00 27.489 1.164 29000. 0.0000117
DI 280.00 300.00 0.938 0.609 29000. 0.0000117
DI 260.00 280.00 0.902 0.609 29000. 0.0000117
DI 240.00 260.00 1.465 0.609 29000. 0.0000117
DI 220.00 240.00 2.109 0.609 29000. 0.0000117
DI 200.00 220.00 2.672 0.609 29000. 0.0000117
DI 180.00 200.00 1.438 0.609 29000. 0.0000117
DI 160.00 180.00 1.090 0.609 29000. 0.0000117
DI 140.00 160.00 1.438 0.609 29000. 0.0000117
DI 120.00 140.00 1.688 0.609 29000. 0.0000117
DI 100.00 120.00 1.812 0.609 29000. 0.0000117
DI 80.00 100.00 1.938 0.609 29000. 0.0000117
DI 40.00 80.00 2.402 0.609 29000. 0.0000117
DI 20.00 40.00 2.859 0.609 29000. 0.0000117
DI 13.33 20.00 3.027 0.609 29000. 0.0000117
DI 0.00 13.33 3.609 0.609 29000. 0.0000117
HO 295.00 300.00 1.090 0.939 29000. 0.0000117
HO 275.00 280.00 1.090 0.939 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 1.438 0.939 29000. 0.0000117
HO 0.00 13.33 2.859 0.939 29000. 0.0000117
BR 0.00 13.33 1.438 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
295.0 300.0 83.04 100.98 11.33 11.33 9.81 9.81 0.00 0.00
280.0 295.0 83.04 100.98 11.33 11.33 0.00 0.00 0.00 0.00
275.0 280.0 143.18 166.92 13.03 13.03 9.90 9.90 0.00 0.00
260.0 275.0 143.18 166.92 13.03 13.03 0.00 0.00 0.00 0.00
255.0 260.0 256.32 277.05 20.19 20.19 10.21 10.21 0.00 0.00
240.0 255.0 256.32 277.05 20.19 20.19 0.00 0.00 0.00 0.00
235.0 240.0 560.08 415.76 24.68 24.68 10.85 10.85 0.00 0.00
220.0 235.0 560.08 415.76 24.68 24.68 0.00 0.00 0.00 0.00
215.0 220.0 714.29 728.70 34.37 34.37 14.91 14.91 0.00 0.00
200.0 215.0 714.29 728.70 34.37 34.37 0.00 0.00 0.00 0.00
193.3 200.0 703.28 674.52 17.26 17.26 13.56 13.56 0.00 0.00
180.0 193.3 703.28 674.52 17.26 17.26 0.00 0.00 0.00 0.00
160.0 180.0 939.52 958.97 14.17 14.17 0.00 0.00 0.00 0.00
140.0 160.0 939.52 958.97 17.24 17.24 0.00 0.00 0.00 0.00
120.0 140.0 915.78 876.87 19.01 19.01 0.00 0.00 0.00 0.00
100.0 120.0 915.78 876.87 18.77 18.77 0.00 0.00 0.00 0.00
80.0 100.0 1062.75 876.87 19.98 19.98 0.00 0.00 0.00 0.00
60.0 80.0 1208.69 1242.37 21.06 21.06 0.00 0.00 0.00 0.00
40.0 60.0 1208.69 1242.37 22.45 22.45 0.00 0.00 0.00 0.00
20.0 40.0 1208.69 1242.37 23.60 23.60 0.00 0.00 0.00 0.00
13.3 20.0 1227.29 1242.37 45.11 45.11 0.00 0.00 0.00 0.00
0.0 13.3 1227.29 1242.37 49.70 49.70 29.08 29.08 9.39 9.39
* Only 3 condition(s) shown in full
LOADING CONDITION A =========================================================
118 mph wind with no ice. Wind Azimuth: 0• (1.2 D + 1.0 Wo) PL - 0
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 313.0 0.00 0.0 0.0 0.76 0.06 0.00 0.00 C 310.0 0.00 0.0 0.0 0.10 0.24 0.00 0.00 C 306.0 0.00 0.0 0.0 0.28 0.09 0.00 0.00 C 306.0 0.00 0.0 0.0 0.06 0.00 0.00 0.00 C 304.3 0.00 0.0 0.0 0.10 0.44 0.00 0.00 C 304.0 0.00 0.0 0.0 0.15 0.10 0.00 0.00 C 304.0 0.00 0.0 0.0 0.41 0.36 0.00 0.00 C 300.0 0.00 0.0 0.0 0.24 0.14 0.00 0.00 C 300.0 0.00 0.0 0.0 0.15 0.72 0.00 0.00 C 300.0 0.00 0.0 0.0 3.46 5.16 0.00 0.00 C 300.0 0.00 0.0 0.0 0.07 0.12 0.00 0.00 C 300.0 0.00 0.0 0.0 0.56 0.66 0.00 0.00 C 297.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 293.0 0.00 0.0 0.0 0.27 0.04 0.00 0.00 C 292.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 290.0 0.00 0.0 0.0 0.40 0.19 0.00 0.00 C 289.0 0.00 0.0 0.0 0.34 0.04 0.00 0.00 C 282.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 282.0 0.00 0.0 0.0 0.43 0.36 0.00 0.00 C 282.0 0.00 0.0 0.0 0.35 0.19 0.00 0.00 C 282.0 0.00 0.0 0.0 0.26 0.18 0.00 0.00 C 280.0 0.00 0.0 0.0 3.31 4.68 0.00 0.00 C 272.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 271.0 0.00 0.0 0.0 0.36 0.18 0.00 0.00 C 262.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 260.0 0.00 0.0 0.0 3.28 2.57 0.00 0.00 C 260.0 0.00 0.0 0.0 0.09 0.06 0.00 0.00 C 260.0 0.00 0.0 0.0 0.98 0.73 0.00 0.00 C 252.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 249.0 0.00 0.0 0.0 0.15 0.02 0.00 0.00 C 249.0 0.00 0.0 0.0 0.15 0.02 0.00 0.00 C 243.0 0.00 0.0 0.0 0.79 0.65 0.00 0.00 C 243.0 0.00 0.0 0.0 0.39 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 0.21 0.18 0.00 0.00 C 242.0 0.00 0.0 0.0 0.21 0.18 0.00 0.00 C 242.0 0.00 0.0 0.0 0.19 0.12 0.00 0.00 C 242.0 0.00 0.0 0.0 0.52 0.19 0.00 0.00 C 240.0 0.00 0.0 0.0 3.37 4.98 0.00 0.00 C 240.0 0.00 0.0 0.0 0.07 0.12 0.00 0.00 C 233.0 0.00 0.0 0.0 0.51 0.08 0.00 0.00 C 232.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 226.4 0.00 0.0 0.0 0.18 0.02 0.00 0.00 C 223.0 0.00 0.0 0.0 0.03 0.01 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 0.37 0.18 0.00 0.00 C 222.0 0.00 0.0 0.0 0.49 0.36 0.00 0.00 C 222.0 0.00 0.0 0.0 0.49 0.36 0.00 0.00 C 220.0 0.00 0.0 0.0 3.15 4.68 0.00 0.00 C 214.0 0.00 0.0 0.0 0.29 0.04 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 0.40 0.36 0.00 0.00 C 207.0 0.00 0.0 0.0 1.16 0.47 0.00 0.00 C 207.0 0.00 0.0 0.0 0.66 0.38 0.00 0.00 C 205.0 0.00 0.0 0.0 3.10 4.68 0.00 0.00 C 202.5 0.00 0.0 0.0 0.02 0.00 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 180.0 0.00 0.0 0.0 0.07 0.12 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 150.0 0.00 0.0 0.0 0.06 0.12 0.00 0.00 C 143.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 135.0 0.00 0.0 0.0 0.02 0.00 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 0.02 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.02 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 0.21 0.11 0.00 0.00
D 300.0 0.00 357.4 0.0 0.21 0.13 0.03 -0.02 D 295.0 0.00 357.4 0.0 0.21 0.13 0.03 -0.02 D 295.0 0.00 356.6 0.0 0.17 0.11 0.03 -0.03 D 280.0 0.00 0.1 0.0 0.18 0.11 0.03 -0.02 D 280.0 0.00 4.0 0.0 0.23 0.15 0.03 -0.01 D 275.0 0.00 4.0 0.0 0.23 0.15 0.03 -0.01 D 275.0 0.00 4.0 0.0 0.20 0.13 0.03 -0.01 D 260.0 0.00 4.0 0.0 0.20 0.13 0.03 -0.01 D 260.0 0.00 11.1 0.0 0.23 0.21 0.03 0.00 D 255.0 0.00 11.1 0.0 0.23 0.21 0.03 0.00 D 255.0 0.00 10.2 0.0 0.20 0.19 0.03 0.00 D 240.0 0.00 16.5 0.0 0.20 0.19 0.03 0.01 D 240.0 0.00 26.5 0.0 0.26 0.33 0.03 0.02 D 235.0 0.00 26.5 0.0 0.26 0.33 0.03 0.02 D 235.0 0.00 25.6 0.0 0.23 0.30 0.03 0.02 D 220.0 0.00 30.8 0.0 0.23 0.30 0.03 0.02 D 220.0 0.00 39.9 0.0 0.27 0.41 0.03 0.02 D 215.0 0.00 39.9 0.0 0.27 0.41 0.03 0.02 D 215.0 0.00 39.9 0.0 0.25 0.38 0.03 0.02 D 210.0 0.00 39.9 0.0 0.25 0.38 0.03 0.02 D 210.0 0.00 36.9 0.0 0.25 0.38 0.02 0.01 D 205.0 0.00 36.9 0.0 0.25 0.38 0.02 0.01 D 205.0 0.00 30.4 0.0 0.26 0.38 0.02 -0.01 D 200.0 0.00 30.4 0.0 0.26 0.38 0.02 -0.01 D 200.0 0.00 30.7 0.0 0.26 0.33 0.02 -0.01 D 193.3 0.00 30.7 0.0 0.26 0.33 0.02 -0.01 D 193.3 0.00 30.9 0.0 0.24 0.31 0.02 -0.01 D 180.0 0.00 31.1 0.0 0.24 0.31 0.02 -0.01 D 180.0 0.00 31.5 0.0 0.26 0.36 0.03 -0.01 D 160.0 0.00 31.8 0.0 0.27 0.36 0.03 0.00 D 160.0 0.00 32.0 0.0 0.27 0.39 0.03 0.00
D 140.0 0.00 32.3 0.0 0.27 0.39 0.03 0.00 D 140.0 0.00 32.5 0.0 0.26 0.38 0.04 0.00 D 100.0 0.00 32.9 0.0 0.26 0.40 0.04 0.01 D 100.0 0.00 33.1 0.0 0.28 0.45 0.04 0.01 D 80.0 0.00 33.1 0.0 0.28 0.45 0.05 0.01 D 80.0 0.00 33.3 0.0 0.28 0.52 0.05 0.01 D 40.0 0.00 33.5 0.0 0.27 0.54 0.05 0.01 D 40.0 0.00 33.6 0.0 0.26 0.58 0.06 0.01 D 20.0 0.00 33.6 0.0 0.24 0.58 0.06 0.01 D 20.0 0.00 33.7 0.0 0.23 0.55 0.06 0.01 D 13.3 0.00 33.7 0.0 0.23 0.55 0.06 0.01 D 13.3 0.00 33.7 0.0 0.25 0.67 0.06 0.01 D 0.0 0.00 33.7 0.0 0.25 0.67 0.06 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 302.0 120.0 6.7 120.0 -0.09 -0.06 0.05 -0.03
HP 302.0 0.0 6.7 0.0 0.16 0.00 0.05 0.00
HP 302.0 240.0 6.7 240.0 -0.09 0.06 0.05 0.03
LOADING CONDITION k =========================================================
118 mph wind with no ice. Wind Azimuth: 0• (0.9 D + 1.0 Wo) PL - 0
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 313.0 0.00 0.0 0.0 0.76 0.05 0.00 0.00 C 310.0 0.00 0.0 0.0 0.10 0.18 0.00 0.00 C 306.0 0.00 0.0 0.0 0.28 0.07 0.00 0.00 C 306.0 0.00 0.0 0.0 0.06 0.00 0.00 0.00 C 304.3 0.00 0.0 0.0 0.10 0.33 0.00 0.00 C 304.0 0.00 0.0 0.0 0.15 0.07 0.00 0.00 C 304.0 0.00 0.0 0.0 0.41 0.27 0.00 0.00 C 300.0 0.00 0.0 0.0 0.24 0.11 0.00 0.00 C 300.0 0.00 0.0 0.0 0.15 0.54 0.00 0.00 C 300.0 0.00 0.0 0.0 3.46 3.87 0.00 0.00 C 300.0 0.00 0.0 0.0 0.07 0.09 0.00 0.00 C 300.0 0.00 0.0 0.0 0.56 0.50 0.00 0.00 C 297.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 293.0 0.00 0.0 0.0 0.27 0.03 0.00 0.00 C 292.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 290.0 0.00 0.0 0.0 0.40 0.14 0.00 0.00 C 289.0 0.00 0.0 0.0 0.34 0.03 0.00 0.00 C 282.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 282.0 0.00 0.0 0.0 0.43 0.27 0.00 0.00 C 282.0 0.00 0.0 0.0 0.35 0.15 0.00 0.00 C 282.0 0.00 0.0 0.0 0.26 0.14 0.00 0.00 C 280.0 0.00 0.0 0.0 3.31 3.51 0.00 0.00 C 272.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 271.0 0.00 0.0 0.0 0.36 0.14 0.00 0.00 C 262.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 260.0 0.00 0.0 0.0 3.28 1.93 0.00 0.00 C 260.0 0.00 0.0 0.0 0.09 0.05 0.00 0.00 C 260.0 0.00 0.0 0.0 0.98 0.55 0.00 0.00 C 252.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 249.0 0.00 0.0 0.0 0.15 0.01 0.00 0.00 C 249.0 0.00 0.0 0.0 0.15 0.01 0.00 0.00 C 243.0 0.00 0.0 0.0 0.79 0.49 0.00 0.00 C 243.0 0.00 0.0 0.0 0.39 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 0.21 0.14 0.00 0.00 C 242.0 0.00 0.0 0.0 0.21 0.14 0.00 0.00 C 242.0 0.00 0.0 0.0 0.19 0.09 0.00 0.00 C 242.0 0.00 0.0 0.0 0.52 0.14 0.00 0.00 C 240.0 0.00 0.0 0.0 3.37 3.73 0.00 0.00 C 240.0 0.00 0.0 0.0 0.07 0.09 0.00 0.00 C 233.0 0.00 0.0 0.0 0.51 0.06 0.00 0.00 C 232.5 0.00 0.0 0.0 0.02 0.00 0.00 0.00
C 226.4 0.00 0.0 0.0 0.18 0.02 0.00 0.00 C 223.0 0.00 0.0 0.0 0.03 0.01 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 0.37 0.14 0.00 0.00 C 222.0 0.00 0.0 0.0 0.49 0.27 0.00 0.00 C 222.0 0.00 0.0 0.0 0.49 0.27 0.00 0.00 C 220.0 0.00 0.0 0.0 3.15 3.51 0.00 0.00 C 214.0 0.00 0.0 0.0 0.29 0.03 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 0.40 0.27 0.00 0.00 C 207.0 0.00 0.0 0.0 1.16 0.35 0.00 0.00 C 207.0 0.00 0.0 0.0 0.66 0.29 0.00 0.00 C 205.0 0.00 0.0 0.0 3.10 3.51 0.00 0.00 C 202.5 0.00 0.0 0.0 0.02 0.00 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 180.0 0.00 0.0 0.0 0.07 0.09 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 150.0 0.00 0.0 0.0 0.06 0.09 0.00 0.00 C 143.4 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 135.0 0.00 0.0 0.0 0.02 0.00 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 0.02 0.00 0.00 0.00 C 75.0 0.00 0.0 0.0 0.02 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 0.21 0.08 0.00 0.00
D 300.0 0.00 357.4 0.0 0.21 0.10 0.02 -0.02 D 295.0 0.00 357.4 0.0 0.21 0.10 0.02 -0.02 D 295.0 0.00 356.6 0.0 0.17 0.08 0.02 -0.03 D 280.0 0.00 0.1 0.0 0.18 0.08 0.02 -0.02 D 280.0 0.00 4.0 0.0 0.23 0.11 0.02 -0.01 D 275.0 0.00 4.0 0.0 0.23 0.11 0.02 -0.01 D 275.0 0.00 4.0 0.0 0.20 0.09 0.02 -0.01 D 260.0 0.00 4.0 0.0 0.20 0.09 0.02 -0.01 D 260.0 0.00 11.1 0.0 0.23 0.16 0.02 0.00 D 255.0 0.00 11.1 0.0 0.23 0.16 0.02 0.00 D 255.0 0.00 10.2 0.0 0.20 0.14 0.02 0.00 D 240.0 0.00 16.5 0.0 0.20 0.14 0.02 0.01 D 240.0 0.00 26.5 0.0 0.26 0.25 0.02 0.02 D 235.0 0.00 26.5 0.0 0.26 0.25 0.02 0.02 D 235.0 0.00 25.6 0.0 0.23 0.23 0.02 0.02 D 220.0 0.00 30.8 0.0 0.23 0.23 0.02 0.02 D 220.0 0.00 39.9 0.0 0.27 0.31 0.02 0.02 D 215.0 0.00 39.9 0.0 0.27 0.31 0.02 0.02 D 215.0 0.00 39.9 0.0 0.25 0.28 0.02 0.02 D 210.0 0.00 39.9 0.0 0.25 0.28 0.02 0.02 D 210.0 0.00 36.9 0.0 0.25 0.28 0.02 0.01 D 205.0 0.00 36.9 0.0 0.25 0.28 0.02 0.01 D 205.0 0.00 30.4 0.0 0.26 0.28 0.01 -0.01 D 200.0 0.00 30.4 0.0 0.26 0.28 0.01 -0.01 D 200.0 0.00 30.7 0.0 0.26 0.25 0.02 -0.01 D 193.3 0.00 30.7 0.0 0.26 0.25 0.02 -0.01 D 193.3 0.00 30.9 0.0 0.24 0.23 0.02 -0.01 D 180.0 0.00 31.1 0.0 0.24 0.23 0.02 -0.01 D 180.0 0.00 31.5 0.0 0.26 0.27 0.02 -0.01 D 160.0 0.00 31.8 0.0 0.27 0.27 0.02 0.00 D 160.0 0.00 32.0 0.0 0.27 0.29 0.02 0.00 D 140.0 0.00 32.3 0.0 0.27 0.29 0.02 0.00 D 140.0 0.00 32.5 0.0 0.26 0.29 0.03 0.00 D 100.0 0.00 32.9 0.0 0.26 0.30 0.03 0.01 D 100.0 0.00 33.1 0.0 0.28 0.34 0.03 0.01 D 80.0 0.00 33.1 0.0 0.28 0.34 0.03 0.01 D 80.0 0.00 33.3 0.0 0.28 0.39 0.04 0.01 D 40.0 0.00 33.5 0.0 0.27 0.40 0.04 0.01 D 40.0 0.00 33.6 0.0 0.26 0.43 0.04 0.01 D 20.0 0.00 33.6 0.0 0.24 0.44 0.04 0.01
D 20.0 0.00 33.7 0.0 0.23 0.41 0.05 0.01 D 13.3 0.00 33.7 0.0 0.23 0.41 0.05 0.01 D 13.3 0.00 33.7 0.0 0.25 0.50 0.05 0.01 D 0.0 0.00 33.7 0.0 0.25 0.50 0.05 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 302.0 120.0 6.7 120.0 -0.09 -0.06 0.04 -0.03
HP 302.0 0.0 6.7 0.0 0.16 0.00 0.04 0.00
HP 302.0 240.0 6.7 240.0 -0.09 0.06 0.04 0.03
LOADING CONDITION AU =========================================================
30 mph wind with 1 ice. Wind Azimuth: 0• (1.2 D + 1.0 Di + 1.0 Wi) PL - 0
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 313.0 0.00 0.0 0.0 0.23 0.49 0.00 0.00 C 310.0 0.00 0.0 0.0 0.01 0.38 0.00 0.00 C 306.0 0.00 0.0 0.0 0.02 0.35 0.00 0.00 C 306.0 0.00 0.0 0.0 0.01 0.01 0.00 0.00 C 304.3 0.00 0.0 0.0 0.01 0.87 0.00 0.00 C 304.0 0.00 0.0 0.0 0.01 0.21 0.00 0.00 C 304.0 0.00 0.0 0.0 0.10 0.79 0.00 0.00 C 300.0 0.00 0.0 0.0 0.02 0.36 0.00 0.00 C 300.0 0.00 0.0 0.0 0.02 1.58 0.00 0.00 C 300.0 0.00 0.0 0.0 0.61 10.04 0.00 0.00 C 300.0 0.00 0.0 0.0 0.02 0.35 0.00 0.00 C 300.0 0.00 0.0 0.0 0.07 1.81 0.00 0.00 C 297.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 293.0 0.00 0.0 0.0 0.03 0.09 0.00 0.00 C 292.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 290.0 0.00 0.0 0.0 0.04 0.42 0.00 0.00 C 289.0 0.00 0.0 0.0 0.04 0.09 0.00 0.00 C 282.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 282.0 0.00 0.0 0.0 0.05 0.64 0.00 0.00 C 282.0 0.00 0.0 0.0 0.04 0.35 0.00 0.00 C 282.0 0.00 0.0 0.0 0.03 0.32 0.00 0.00 C 280.0 0.00 0.0 0.0 0.59 9.24 0.00 0.00 C 272.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 271.0 0.00 0.0 0.0 0.04 0.38 0.00 0.00 C 262.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 260.0 0.00 0.0 0.0 0.28 5.87 0.00 0.00 C 260.0 0.00 0.0 0.0 0.01 0.14 0.00 0.00 C 260.0 0.00 0.0 0.0 0.09 1.25 0.00 0.00 C 252.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 249.0 0.00 0.0 0.0 0.02 0.04 0.00 0.00 C 249.0 0.00 0.0 0.0 0.02 0.04 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 0.02 0.32 0.00 0.00 C 242.0 0.00 0.0 0.0 0.02 0.32 0.00 0.00 C 242.0 0.00 0.0 0.0 0.02 0.21 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 0.59 10.73 0.00 0.00 C 240.0 0.00 0.0 0.0 0.02 0.34 0.00 0.00 C 233.0 0.00 0.0 0.0 0.06 0.17 0.00 0.00 C 232.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 226.4 0.00 0.0 0.0 0.02 0.05 0.00 0.00 C 223.0 0.00 0.0 0.0 0.00 0.03 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 0.04 0.32 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 0.05 0.64 0.00 0.00 C 220.0 0.00 0.0 0.0 0.55 9.13 0.00 0.00 C 214.0 0.00 0.0 0.0 0.04 0.09 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 0.04 0.64 0.00 0.00 C 207.0 0.00 0.0 0.0 0.16 0.87 0.00 0.00 C 207.0 0.00 0.0 0.0 0.08 0.69 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 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 180.0 0.00 0.0 0.0 0.02 0.34 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 150.0 0.00 0.0 0.0 0.02 0.33 0.00 0.00 C 143.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 135.0 0.00 0.0 0.0 0.00 0.00 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 300.0 0.00 351.5 0.0 0.02 0.40 0.23 0.00 D 295.0 0.00 351.5 0.0 0.02 0.40 0.23 0.00 D 295.0 0.00 351.5 0.0 0.02 0.33 0.23 0.00 D 285.0 0.00 351.5 0.0 0.02 0.33 0.23 0.00 D 285.0 0.00 354.3 0.0 0.02 0.33 0.23 0.00 D 280.0 0.00 354.3 0.0 0.02 0.33 0.23 0.00 D 280.0 0.00 358.6 0.0 0.03 0.45 0.22 0.00 D 275.0 0.00 358.6 0.0 0.03 0.45 0.22 0.00 D 275.0 0.00 358.6 0.0 0.02 0.37 0.22 0.00 D 260.0 0.00 358.7 0.0 0.02 0.37 0.22 0.00 D 260.0 0.00 3.9 0.0 0.03 0.52 0.21 0.00 D 255.0 0.00 3.9 0.0 0.03 0.52 0.21 0.00 D 255.0 0.00 3.9 0.0 0.02 0.45 0.21 0.00 D 245.0 0.00 3.9 0.0 0.02 0.44 0.21 0.00 D 245.0 0.00 9.6 0.0 0.02 0.45 0.20 0.00 D 240.0 0.00 9.6 0.0 0.02 0.45 0.20 0.00 D 240.0 0.00 17.5 0.0 0.03 0.67 0.19 0.00 D 235.0 0.00 17.5 0.0 0.03 0.67 0.19 0.00 D 235.0 0.00 17.6 0.0 0.02 0.60 0.19 0.00 D 225.0 0.00 17.6 0.0 0.02 0.60 0.19 0.00 D 225.0 0.00 23.2 0.0 0.02 0.61 0.18 0.00 D 220.0 0.00 23.2 0.0 0.02 0.61 0.18 0.00 D 220.0 0.00 32.6 0.0 0.03 0.80 0.17 0.00 D 215.0 0.00 32.6 0.0 0.03 0.80 0.17 0.00 D 215.0 0.00 32.7 0.0 0.03 0.72 0.17 0.00 D 210.0 0.00 32.7 0.0 0.03 0.72 0.17 0.00 D 210.0 0.00 28.4 0.0 0.03 0.73 0.15 0.00 D 205.0 0.00 28.4 0.0 0.03 0.73 0.15 0.00 D 205.0 0.00 20.3 0.0 0.03 0.75 0.12 0.00 D 200.0 0.00 20.3 0.0 0.03 0.75 0.12 0.00 D 200.0 0.00 21.5 0.0 0.03 0.70 0.13 0.00 D 193.3 0.00 21.5 0.0 0.03 0.70 0.13 0.00 D 193.3 0.00 22.3 0.0 0.02 0.65 0.13 0.00 D 180.0 0.00 23.1 0.0 0.02 0.66 0.14 0.00 D 180.0 0.00 24.4 0.0 0.03 0.72 0.15 0.00 D 160.0 0.00 25.4 0.0 0.03 0.73 0.17 0.00 D 160.0 0.00 26.4 0.0 0.03 0.76 0.18 0.00 D 140.0 0.00 27.2 0.0 0.03 0.77 0.19 0.00 D 140.0 0.00 28.0 0.0 0.03 0.74 0.21 0.00 D 120.0 0.00 28.4 0.0 0.03 0.75 0.21 0.00 D 120.0 0.00 29.2 0.0 0.03 0.76 0.23 0.00 D 100.0 0.00 29.5 0.0 0.03 0.77 0.23 0.00 D 100.0 0.00 30.3 0.0 0.03 0.83 0.25 0.00 D 80.0 0.00 30.5 0.0 0.03 0.84 0.26 0.00 D 80.0 0.00 31.3 0.0 0.03 0.92 0.27 0.00 D 40.0 0.00 31.6 0.0 0.03 0.93 0.29 0.00 D 40.0 0.00 34.0 0.0 0.02 0.96 0.29 0.00 D 20.0 0.00 35.8 0.0 0.02 0.96 0.28 0.00 D 20.0 0.00 38.8 0.0 0.02 0.91 0.27 0.00
D 13.3 0.00 38.8 0.0 0.02 0.91 0.27 0.00 D 13.3 0.00 38.9 0.0 0.02 1.05 0.21 0.00 D 0.0 0.00 38.9 0.0 0.02 1.05 0.21 0.00
ANTENNA LOADING
.......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES
TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION
ft ft kip kip kip ft-kip
HP 302.0 120.0 6.7 120.0 -0.01 0.00 0.17 0.00
HP 302.0 0.0 6.7 0.0 0.01 0.00 0.17 0.00
HP 302.0 240.0 6.7 240.0 -0.01 0.00 0.17 0.00
MAXIMUM ANTENNA AND REFLECTOR ROTATIONS:
ELEV AZI TYPE ......BEAM DEFLECTIONS (deg) ft deg * ROLL YAW PITCH TOTAL
302.0 120.0 HP -1.495 G 0.105 AF 1.487 h 1.490 P
302.0 0.0 HP -1.517 S 0.121 V 1.417 J 1.418 J
302.0 240.0 HP -1.507 e 0.113 V -1.455 D 1.459 V
MAXIMUM TENSION IN MAST MEMBERS (kip)
ELEV LEGS DIAG HORIZ BRACE
ft
300.0 --------------------- 1.99 S 0.00 A
1.30 k 3.92 AA
295.0 --------------------- 0.08 Z 0.00 A
7.23 l 3.26 P
290.0 --------------------- 0.04 AC 0.00 A
12.56 k 3.75 AR
285.0 --------------------- 0.06 A 0.00 A
19.60 k 4.39 h
280.0 --------------------- 0.76 e 0.00 A
26.76 k 6.14 AR
275.0 --------------------- 0.09 A 0.00 A
37.68 k 6.73 h
270.0 --------------------- 0.02 AC 0.00 A
48.90 k 7.07 AR
265.0 --------------------- 0.08 A 0.00 A
61.32 k 7.57 h
260.0 --------------------- 0.45 I 0.00 A
74.24 k 9.47 AR
255.0 --------------------- 0.11 A 0.00 A
91.16 k 10.10 P
250.0 --------------------- 0.02 AC 0.00 A
107.57 k 10.38 AR
245.0 --------------------- 0.09 A 0.00 A
125.98 k 11.42 P
240.0 --------------------- 0.32 I 0.00 A
144.51 k 13.40 AR
235.0 --------------------- 0.09 A 0.00 A
168.27 k 14.22 h
230.0 --------------------- 0.02 AC 0.00 A
191.28 k 14.54 AR
225.0 --------------------- 0.08 A 0.00 A
216.82 k 15.45 h
220.0 --------------------- 0.17 B 0.00 A
241.57 k 17.19 z
215.0 --------------------- 0.11 A 0.00 A
272.15 k 18.10 P
210.0 --------------------- 0.04 AC 0.00 A
301.12 k 18.63 z
205.0 --------------------- 0.12 A 0.00 A
333.68 k 21.08 P
200.0 --------------------- 4.28 AC 0.00 A
359.87 k 10.00 w
193.3 --------------------- 0.21 A 0.00 A
380.74 k 10.15 e
186.7 --------------------- 0.02 AC 0.00 A
396.42 k 9.40 w
180.0 --------------------- 0.18 A 0.00 A
414.35 k 9.67 e
173.3 --------------------- 0.03 AC 0.00 A
428.79 k 9.20 AB
166.7 --------------------- 0.13 A 0.00 A
444.88 k 9.53 g
160.0 --------------------- 0.00 AD 0.00 A
458.49 k 9.32 AB
153.3 --------------------- 0.16 A 0.00 A
473.26 k 9.61 j
146.7 --------------------- 0.00 AD 0.00 A
486.29 k 9.58 AT
140.0 --------------------- 0.14 A 0.00 A
503.43 k 10.79 j
130.0 --------------------- 0.06 A 0.00 A
522.11 k 10.79 AB
120.0 --------------------- 0.10 A 0.00 A
541.41 k 11.07 R
110.0 --------------------- 0.05 A 0.00 A
559.16 k 11.17 AB
100.0 --------------------- 0.08 A 0.00 A
577.36 k 11.52 R
90.0 --------------------- 0.04 M 0.00 A
594.41 k 11.75 AB
80.0 --------------------- 0.06 A 0.00 A
611.85 k 12.16 R
70.0 --------------------- 0.03 M 0.00 A
628.40 k 12.44 AB
60.0 --------------------- 0.05 A 0.00 A
645.31 k 12.85 R
50.0 --------------------- 0.03 M 0.00 A
661.73 w 13.14 AB
40.0 --------------------- 0.07 A 0.00 A
678.48 w 13.51 R
30.0 --------------------- 0.06 AO 0.00 A
694.63 w 13.76 AB
20.0 --------------------- 0.11 M 0.00 A
713.97 w 14.49 AT
13.3 --------------------- 0.94 k 0.00 A
712.37 w 18.76 R
0.0 --------------------- 0.00 A 0.00 A
MAXIMUM COMPRESSION IN MAST MEMBERS (kip)
ELEV LEGS DIAG HORIZ BRACE
ft
300.0 --------------------- -1.92 k 0.00 A
-6.80 BM -4.06 P
295.0 --------------------- -0.05 r 0.00 A
-12.79 T -3.12 AR
290.0 --------------------- -0.04 A 0.00 A -18.44 S -3.89 P
285.0 --------------------- -0.04 AC 0.00 A
-26.35 S -4.28 AR
280.0 --------------------- -0.70 w 0.00 A -36.83 S -6.32 h
275.0 --------------------- -0.06 AC 0.00 A
-48.79 S -6.58 AR
270.0 --------------------- -0.03 A 0.00 A -60.53 S -7.21 h
265.0 --------------------- -0.06 AC 0.00 A
-73.98 S -7.45 AR
260.0 --------------------- -0.36 AK 0.00 A
-89.48 S -9.70 h
255.0 --------------------- -0.08 AC 0.00 A
-107.95 S -9.90 AR
250.0 --------------------- -0.03 A 0.00 A -125.11 S -10.58 P
245.0 --------------------- -0.08 AC 0.00 A
-145.57 S -11.24 AR
240.0 --------------------- -0.27 AK 0.00 A
-168.54 S -13.65 P
235.0 --------------------- -0.08 AC 0.00 A
-194.50 S -14.00 AR
230.0 --------------------- -0.02 A 0.00 A -218.80 S -14.76 P
225.0 --------------------- -0.07 AC 0.00 A
-246.77 S -15.25 AR
220.0 --------------------- -0.07 AD 0.00 A
-276.01 S -17.52 h
215.0 --------------------- -0.09 AC 0.00 A
-309.43 S -17.79 z
210.0 --------------------- -0.05 A 0.00 A -340.23 S -18.93 h
205.0 --------------------- -0.10 AC 0.00 A
-378.78 S -20.81 z
200.0 --------------------- -5.09 A 0.00 A -406.26 S -10.85 e
193.3 --------------------- -0.18 AC 0.00 A
-430.16 S -9.44 w
186.7 --------------------- -0.03 A 0.00 A -446.86 S -10.13 e
180.0 --------------------- -0.15 AC 0.00 A
-467.58 S -9.22 AB
173.3 --------------------- -0.03 A 0.00 A -483.51 S -9.84 e
166.7 --------------------- -0.11 AC 0.00 A
-502.18 S -9.27 AB
160.0 --------------------- 0.00 B 0.00 A -517.49 S -9.81 g
153.3 --------------------- -0.13 AC 0.00 A
-534.83 S -9.47 AB
146.7 --------------------- -0.01 B 0.00 A -549.79 S -9.93 g
140.0 --------------------- -0.12 AC 0.00 A
-569.92 S -10.70 AB
130.0 --------------------- -0.05 AC 0.00 A
-591.56 S -11.14 g
120.0 --------------------- -0.09 AC 0.00 A
-614.44 S -11.01 AB
110.0 --------------------- -0.05 AC 0.00 A
-635.30 S -11.46 g
100.0 --------------------- -0.06 AC 0.00 A
-657.21 S -11.48 AB
90.0 --------------------- -0.04 AO 0.00 A
-677.78 S -12.01 g
80.0 --------------------- -0.05 AC 0.00 A
-699.32 S -12.14 AB
70.0 --------------------- -0.03 AO 0.00 A
-719.91 S -12.67 g
60.0 --------------------- -0.05 AC 0.00 A
-741.18 S -12.84 R
50.0 --------------------- -0.03 AO 0.00 A
-761.72 e -13.32 g
40.0 --------------------- -0.06 AC 0.00 A
-782.99 e -13.52 j
30.0 --------------------- -0.07 M 0.00 A -803.62 e -13.86 R
20.0 --------------------- -0.09 AO 0.00 A
-827.16 e -14.52 j
13.3 --------------------- -1.16 U 0.00 AC
-829.30 e -18.78 R
0.0 --------------------- 0.00 A 0.00 A
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
300.00 -----------------------------------------------
6.80 83.04 0.08 1.30 100.98 0.01
295.00 -----------------------------------------------
12.79 83.04 0.15 7.23 100.98 0.07
290.00 -----------------------------------------------
18.44 83.04 0.22 12.56 100.98 0.12
285.00 -----------------------------------------------
26.35 83.04 0.32 19.60 100.98 0.19
280.00 -----------------------------------------------
36.83 143.18 0.26 26.76 166.92 0.16
275.00 -----------------------------------------------
48.79 143.18 0.34 37.68 166.92 0.23
270.00 -----------------------------------------------
60.53 143.18 0.42 48.90 166.92 0.29
265.00 -----------------------------------------------
73.98 143.18 0.52 61.32 166.92 0.37
260.00 -----------------------------------------------
89.48 256.32 0.35 74.24 277.05 0.27
255.00 -----------------------------------------------
107.95 256.32 0.42 91.16 277.05 0.33
250.00 -----------------------------------------------
125.11 256.32 0.49 107.57 277.05 0.39
245.00 -----------------------------------------------
145.57 256.32 0.57 125.98 277.05 0.45
240.00 -----------------------------------------------
168.54 560.08 0.30 144.51 415.76 0.35
235.00 -----------------------------------------------
194.50 560.08 0.35 168.27 415.76 0.40
230.00 -----------------------------------------------
218.80 560.08 0.39 191.28 415.76 0.46
225.00 -----------------------------------------------
246.77 560.08 0.44 216.82 415.76 0.52
220.00 -----------------------------------------------
276.01 714.29 0.39 241.57 728.70 0.33
215.00 -----------------------------------------------
309.43 714.29 0.43 272.15 728.70 0.37
210.00 -----------------------------------------------
340.23 714.29 0.48 301.12 728.70 0.41
205.00 -----------------------------------------------
378.78 714.29 0.53 333.68 728.70 0.46
200.00 -----------------------------------------------
406.26 703.28 0.58 359.87 674.52 0.53
193.33 -----------------------------------------------
430.16 703.28 0.61 380.74 674.52 0.56
186.67 -----------------------------------------------
446.86 703.28 0.64 396.42 674.52 0.59
180.00 -----------------------------------------------
467.58 939.52 0.50 414.35 958.97 0.43
173.33 -----------------------------------------------
483.51 939.52 0.51 428.79 958.97 0.45
166.67 -----------------------------------------------
502.18 939.52 0.53 444.88 958.97 0.46
160.00 -----------------------------------------------
517.49 939.52 0.55 458.49 958.97 0.48
153.33 -----------------------------------------------
534.83 939.52 0.57 473.26 958.97 0.49
146.67 -----------------------------------------------
549.79 939.52 0.59 486.29 958.97 0.51
140.00 -----------------------------------------------
569.92 915.78 0.62 503.43 876.87 0.57
130.00 -----------------------------------------------
591.56 915.78 0.65 522.11 876.87 0.60
120.00 -----------------------------------------------
614.44 915.78 0.67 541.41 876.87 0.62
110.00 -----------------------------------------------
635.30 915.78 0.69 559.16 876.87 0.64
100.00 -----------------------------------------------
657.21 1062.75 0.62 577.36 876.87 0.66
90.00 -----------------------------------------------
677.78 1062.75 0.64 594.41 876.87 0.68
80.00 -----------------------------------------------
699.32 1208.69 0.58 611.85 1242.37 0.49
70.00 -----------------------------------------------
719.91 1208.69 0.60 628.40 1242.37 0.51
60.00 -----------------------------------------------
741.18 1208.69 0.61 645.31 1242.37 0.52
50.00 -----------------------------------------------
761.72 1208.69 0.63 661.73 1242.37 0.53
40.00 -----------------------------------------------
782.99 1208.69 0.65 678.48 1242.37 0.55
30.00 -----------------------------------------------
803.62 1208.69 0.66 694.63 1242.37 0.56
20.00 -----------------------------------------------
827.16 1227.29 0.67 713.97 1242.37 0.57
13.33 -----------------------------------------------
829.30 1227.29 0.68 712.37 1242.37 0.57
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
300.00 -----------------------------------------------
4.06 11.33 0.36 3.92 11.33 0.35
295.00 -----------------------------------------------
3.12 11.33 0.28 3.26 11.33 0.29
290.00 -----------------------------------------------
3.89 11.33 0.34 3.75 11.33 0.33
285.00 -----------------------------------------------
4.28 11.33 0.38 4.39 11.33 0.39
280.00 -----------------------------------------------
6.32 13.03 0.48 6.14 13.03 0.47
275.00 -----------------------------------------------
6.58 13.03 0.51 6.73 13.03 0.52
270.00 -----------------------------------------------
7.21 13.03 0.55 7.07 13.03 0.54
265.00 -----------------------------------------------
7.45 13.03 0.57 7.57 13.03 0.58
260.00 -----------------------------------------------
9.70 20.19 0.48 9.47 20.19 0.47
255.00 -----------------------------------------------
9.90 20.19 0.49 10.10 20.19 0.50
250.00 -----------------------------------------------
10.58 20.19 0.52 10.38 20.19 0.51
245.00 -----------------------------------------------
11.24 20.19 0.56 11.42 20.19 0.57
240.00 -----------------------------------------------
13.65 24.68 0.55 13.40 24.68 0.54
235.00 -----------------------------------------------
14.00 24.68 0.57 14.22 24.68 0.58
230.00 -----------------------------------------------
14.76 24.68 0.60 14.54 24.68 0.59
225.00 -----------------------------------------------
15.25 24.68 0.62 15.45 24.68 0.63
220.00 -----------------------------------------------
17.52 34.37 0.51 17.19 34.37 0.50
215.00 -----------------------------------------------
17.79 34.37 0.52 18.10 34.37 0.53
210.00 -----------------------------------------------
18.93 34.37 0.55 18.63 34.37 0.54
205.00 -----------------------------------------------
20.81 34.37 0.61 21.08 34.37 0.61
200.00 -----------------------------------------------
10.85 17.26 0.63 10.00 17.26 0.58
193.33 -----------------------------------------------
9.44 17.26 0.55 10.15 17.26 0.59
186.67 -----------------------------------------------
10.13 17.26 0.59 9.40 17.26 0.54
180.00 -----------------------------------------------
9.22 14.17 0.65 9.67 14.17 0.68
173.33 -----------------------------------------------
9.84 14.17 0.69 9.20 14.17 0.65
166.67 -----------------------------------------------
9.27 14.17 0.65 9.53 14.17 0.67
160.00 -----------------------------------------------
9.81 17.24 0.57 9.32 17.24 0.54
153.33 -----------------------------------------------
9.47 17.24 0.55 9.61 17.24 0.56
146.67 -----------------------------------------------
9.93 17.24 0.58 9.58 17.24 0.56
140.00 -----------------------------------------------
10.70 19.01 0.56 10.79 19.01 0.57
130.00 -----------------------------------------------
11.14 19.01 0.59 10.79 19.01 0.57
120.00 -----------------------------------------------
11.01 18.77 0.59 11.07 18.77 0.59
110.00 -----------------------------------------------
11.46 18.77 0.61 11.17 18.77 0.59
100.00 -----------------------------------------------
11.48 19.98 0.57 11.52 19.98 0.58
90.00 -----------------------------------------------
12.01 19.98 0.60 11.75 19.98 0.59
80.00 -----------------------------------------------
12.14 21.06 0.58 12.16 21.06 0.58
70.00 -----------------------------------------------
12.67 21.06 0.60 12.44 21.06 0.59
60.00 -----------------------------------------------
12.84 22.45 0.57 12.85 22.45 0.57
50.00 -----------------------------------------------
13.32 22.45 0.59 13.14 22.45 0.59
40.00 -----------------------------------------------
13.52 23.60 0.57 13.51 23.60 0.57
30.00 -----------------------------------------------
13.86 23.60 0.59 13.76 23.60 0.58
20.00 -----------------------------------------------
14.52 45.11 0.32 14.49 45.11 0.32
13.33 -----------------------------------------------
18.78 49.70 0.38 18.76 49.70 0.38
0.00 -----------------------------------------------
MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip)
--------------LOAD---COMPONENTS------------- TOTAL
NORTH EAST DOWN UPLIFT SHEAR
71.47 S 62.35 e 853.98 e -732.95 w 71.88 e
MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft)
------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION
NORTH EAST TOTAL NORTH EAST TOTAL
@ 120.0 @ 120.0
114.8 -105.9 115.4 292.1 20153.3 -18721.4 20189.7 -35.6 AC t AO BC S J e z
Latticed Tower Analysis (Unguyed) (c)2017 Guymast Inc. 416-736-7453 Processed under license at:
Sabre Towers and Poles on: 10 may 2023 at: 10:27:21
************************** 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) PL - 0
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 313.0 0.00 0.0 0.0 0.20 0.05 0.00 0.00 C 310.0 0.00 0.0 0.0 0.03 0.20 0.00 0.00 C 306.0 0.00 0.0 0.0 0.07 0.08 0.00 0.00 C 306.0 0.00 0.0 0.0 0.02 0.00 0.00 0.00 C 304.3 0.00 0.0 0.0 0.03 0.37 0.00 0.00 C 304.0 0.00 0.0 0.0 0.04 0.08 0.00 0.00 C 304.0 0.00 0.0 0.0 0.11 0.30 0.00 0.00 C 300.0 0.00 0.0 0.0 0.06 0.12 0.00 0.00 C 300.0 0.00 0.0 0.0 0.04 0.60 0.00 0.00 C 300.0 0.00 0.0 0.0 0.89 4.30 0.00 0.00 C 300.0 0.00 0.0 0.0 0.02 0.10 0.00 0.00 C 300.0 0.00 0.0 0.0 0.14 0.55 0.00 0.00 C 297.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 293.0 0.00 0.0 0.0 0.07 0.03 0.00 0.00 C 292.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 290.0 0.00 0.0 0.0 0.10 0.16 0.00 0.00 C 289.0 0.00 0.0 0.0 0.09 0.03 0.00 0.00
C 282.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 282.0 0.00 0.0 0.0 0.11 0.30 0.00 0.00 C 282.0 0.00 0.0 0.0 0.09 0.16 0.00 0.00 C 282.0 0.00 0.0 0.0 0.07 0.15 0.00 0.00 C 280.0 0.00 0.0 0.0 0.86 3.90 0.00 0.00 C 272.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 271.0 0.00 0.0 0.0 0.09 0.15 0.00 0.00 C 262.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 260.0 0.00 0.0 0.0 0.85 2.15 0.00 0.00 C 260.0 0.00 0.0 0.0 0.03 0.05 0.00 0.00 C 260.0 0.00 0.0 0.0 0.25 0.61 0.00 0.00 C 252.5 0.00 0.0 0.0 0.01 0.00 0.00 0.00 C 249.0 0.00 0.0 0.0 0.04 0.02 0.00 0.00 C 249.0 0.00 0.0 0.0 0.04 0.02 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 0.05 0.15 0.00 0.00 C 242.0 0.00 0.0 0.0 0.05 0.15 0.00 0.00 C 242.0 0.00 0.0 0.0 0.05 0.10 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 0.87 4.15 0.00 0.00 C 240.0 0.00 0.0 0.0 0.02 0.10 0.00 0.00 C 233.0 0.00 0.0 0.0 0.13 0.07 0.00 0.00 C 232.5 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 226.4 0.00 0.0 0.0 0.05 0.02 0.00 0.00 C 223.0 0.00 0.0 0.0 0.01 0.01 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 0.10 0.15 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 0.13 0.30 0.00 0.00 C 220.0 0.00 0.0 0.0 0.81 3.90 0.00 0.00 C 214.0 0.00 0.0 0.0 0.07 0.03 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 0.10 0.30 0.00 0.00 C 207.0 0.00 0.0 0.0 0.30 0.39 0.00 0.00 C 207.0 0.00 0.0 0.0 0.17 0.32 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 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 180.0 0.00 0.0 0.0 0.02 0.10 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 150.0 0.00 0.0 0.0 0.02 0.10 0.00 0.00 C 143.4 0.00 0.0 0.0 0.00 0.00 0.00 0.00 C 135.0 0.00 0.0 0.0 0.00 0.00 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 300.0 0.00 357.4 0.0 0.05 0.11 0.03 -0.01 D 295.0 0.00 357.4 0.0 0.05 0.11 0.03 -0.01 D 295.0 0.00 356.6 0.0 0.05 0.09 0.03 -0.01 D 280.0 0.00 0.1 0.0 0.05 0.09 0.03 -0.01 D 280.0 0.00 4.0 0.0 0.06 0.13 0.03 0.00 D 275.0 0.00 4.0 0.0 0.06 0.13 0.03 0.00 D 275.0 0.00 4.0 0.0 0.05 0.11 0.03 0.00 D 260.0 0.00 4.0 0.0 0.05 0.11 0.03 0.00 D 260.0 0.00 11.1 0.0 0.06 0.17 0.03 0.00 D 255.0 0.00 11.1 0.0 0.06 0.17 0.03 0.00 D 255.0 0.00 10.2 0.0 0.05 0.15 0.03 0.00 D 240.0 0.00 16.5 0.0 0.06 0.16 0.02 0.00 D 240.0 0.00 26.5 0.0 0.07 0.27 0.02 0.00 D 235.0 0.00 26.5 0.0 0.07 0.27 0.02 0.00 D 235.0 0.00 25.6 0.0 0.06 0.25 0.02 0.00
D 220.0 0.00 30.8 0.0 0.06 0.25 0.02 0.00 D 220.0 0.00 39.9 0.0 0.07 0.34 0.02 0.00 D 215.0 0.00 39.9 0.0 0.07 0.34 0.02 0.00 D 215.0 0.00 40.2 0.0 0.07 0.31 0.02 0.00 D 200.0 0.00 30.7 0.0 0.07 0.32 0.02 0.00 D 200.0 0.00 30.7 0.0 0.07 0.27 0.02 0.00 D 193.3 0.00 30.7 0.0 0.07 0.27 0.02 0.00 D 193.3 0.00 30.9 0.0 0.06 0.26 0.02 0.00 D 180.0 0.00 31.1 0.0 0.06 0.26 0.02 0.00 D 180.0 0.00 31.5 0.0 0.07 0.30 0.02 0.00 D 160.0 0.00 31.8 0.0 0.07 0.30 0.02 0.00 D 160.0 0.00 32.0 0.0 0.07 0.32 0.02 0.00 D 140.0 0.00 32.3 0.0 0.07 0.33 0.03 0.00 D 140.0 0.00 32.5 0.0 0.07 0.32 0.03 0.00 D 100.0 0.00 32.9 0.0 0.07 0.33 0.03 0.00 D 100.0 0.00 33.1 0.0 0.07 0.37 0.04 0.00 D 80.0 0.00 33.1 0.0 0.07 0.38 0.04 0.00 D 80.0 0.00 33.3 0.0 0.07 0.44 0.04 0.00 D 40.0 0.00 33.5 0.0 0.07 0.45 0.05 0.00 D 40.0 0.00 33.6 0.0 0.07 0.48 0.05 0.00 D 20.0 0.00 33.6 0.0 0.06…
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