structural analysis report - harnett county, north...

CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334

This report was prepared for American Tower Corporation by

Structural Analysis ReportStructure : 300 ft Guyed Tower

ATC Site Name : Wests Pond NC, NC

ATC Site Number : 21272

Engineering Number : OAA691726_C3_01

Proposed Carrier : Verizon

Carrier Site Name : Anderson Creek

Carrier Site Number : 65498

Site Location : 723 Lastar RoadBunnlevel, NC 28323-913735.282458,-78.908369

County : Harnett

Date : December 20, 2016

Max Usage : 103%

Result : Pass

Prepared By:Spencer CollinsCLS

Reviewed By:

COA: P-1268

Eng. Number OAA691726_C3_01December 20, 2016


Table of Contents

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

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

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

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

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

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

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

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

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

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

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

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


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 300 ft guyed tower to reflect the change in loading by Verizon.

Supporting Documents

Tower Drawings Rohn Drawing #C980965 (R3), dated August 5, 1998Foundation Drawing Rohn Drawing #A981539-1 & Drawing #A981540-1, dated may 27, 1998Geotechnical Report Froehling & Robertson, Inc. Project #Y66-547, dated April 14, 1998

Analysis

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

Basic Wind Speed: 95 mph (3-Second Gust)Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 3/4" radial ice concurrentCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: CTopographic Category: 1Spectral Response: Ss = 0.20, S1 = 0.09 Site Class: D - Stiff Soil

Conclusion

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

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


Page 2


Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

4 Commscope SBNHH-1D65C1 Powerwave P45-16-XLH-RR1 Commscope SBNHH-1D65A4 Kathrein 742 2133 Ericsson RRUS-12 B22 Kathrein 741 9893 Ericsson RRUS-11 800MHz3 Ericsson RRUS A2 Module2 Raycap DC6-48-60-18-8F

300.0 300.0

6 Andrew E15S09P80

Sector Frames

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

(1) 3/8" RET Control Cable

(1) 0.28" Fiber

AT&T Mobility

1 CCI TTA-815D Sprint Nextel6 Powerwave 7745.00A286.0 286.03 Powerwave LGP186nn

Sector Frames (12) 1 5/8" Coax(1) 7/8" Coax T-Mobile

262.0 262.0 4 Decibel DB810KE-XT Sector Frames (4) 7/8" Coax(1) 1 5/8" Coax

253.0 253.0 6 Comsat PCSA065-19-2 Leg (6) 1 5/8" CoaxSprint Nextel

243.0 6 RFS FD9R6004/1C-3L3 Antel BXA-70063-8CF-EDIN-23 Antel BXA-70080/8CF

240.0240.0

3 Antel LPA-185090/8CF-2

Sector Frames (12) 1 5/8" Coax Verizon

3 KMW KASCTPR820083 KMW ET-X-CW-45-19-iR-AT228.0 228.03 Antel BXA-80063/8

Stand-offs (12) 1 5/8" Coax US Cellular

Equipment to be Removed



240.0 240.0 3 Antel LPA-185090/8CF ___ 2° - - Verizon

Proposed Equipment



3 Antel WWX063X19G003 Ericsson RRUS-32240.0 240.01 Raycap RRFDC-3315-PF-48

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

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

Install proposed coax stacked on top of existing Verizon coax.


Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 99% PassDiagonals 99% Pass

Horizontals 51% PassGuys 103% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Base Axial (kips) 244.7 330.3 263.7 80%Anchor 1 Uplift (kips) 30.1 40.6 35.7 88%Anchor 1 Shear (kips) 37.7 50.9 47.4 93%Anchor 2 Uplift (kips) 59.6 80.5 71.6 89%Anchor 2 Shear (kips) 45.0 60.8 54.0 89%

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

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

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection

(ft) Twist (°) Sway (Rotation) (°)

Raycap RRFDC-3315-PF-48Ericsson RRUS-32240.0

Antel WWX063X19G00Verizon 0.316 0.018 0.171

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


Standard Conditions

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

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

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

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

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

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

Job InformationTower :Code :Client :

Location : Wests Pond NC, NCVerizon WirelessANSI/TIA-222-G21272

© 2007 - 2016 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 5.04 ft

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 95 mph no ice30 mph w/ 3/4" radial iceSite Class: D Ss: 0.20 S1: 0.0960 mph Serviceability 1 SAE 36 ksi 4X4X0.5PX 50 ksi 3" DIA PIPE2 - 4 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE5 DAL 36 ksi 2.5X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE6 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE7 - 8 SAE 36 ksi 1.5X1.5X0.125PX 50 ksi 3" DIA PIPE9 DAL 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 3" DIA PIPE10 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 3" DIA PIPE11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE12 DAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE13 - 14 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE15 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE16 SAE 36 ksi 1.5X1.5X0.125SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPEDiscrete Appurtenance

Elev (ft) Type DescriptionQty300.00 Round Sector Frame3Mounting Frame300.00 Commscope SBNHH-1D65C4Panel300.00 Powerwave Allgon P45-16-XLH-RR1Panel300.00 Commscope SBNHH-1D65A1Panel300.00 Kathrein 742 2134Panel300.00 Ericsson RRUS-12 B23300.00 Kathrein 741 9892Panel300.00 Ericsson RRUS-11 800 MHz3300.00 Ericsson RRUS A2 Module3300.00 Raycap DC6-48-60-18-8F1300.00 Raycap DC6-48-60-18-8F1300.00 Andrew E15S09P806286.00 CCI TTA-815D1286.00 Round Sector Frame3Mounting Frame286.00 Powerwave 7745.00A6Panel286.00 Powerwave LGP186nn3276.00 Torque Arms1Other262.00 Round Sector Frame3Mounting Frame262.00 Decibel DB810KE-XT4Whip253.00 Comsat PCSA065-19-26Panel240.00 Antel WWX063X19G003Panel240.00 Ericsson RRUS-323Panel240.00 Raycap RRFDC-3315-PF-481Panel240.00 RFS FD9R6004/1C-3L6240.00 Antel BXA-70063-8CF-EDIN-23Panel240.00 Antel BXA-70080/8CF3Panel240.00 Antel LPA-185090/8CF-23Panel240.00 Flat Light Sector Frame3Mounting Frame228.00 Stand-off3Straight Arm228.00 KMW KASCTPR820083228.00 KMW ET-X-CW-45-19-iR-AT3Panel228.00 Antel BXA-80063/83Panel219.00 Torque Arms1Other

Linear AppurtenanceElev (ft)From DescriptionTo Qty6.00 300.00 3/8" RET Control Cab16.00 300.00 2 1/4" Coax46.00 300.00 2 1/4" Coax86.00 300.00 0.74" 8 AWG 746.00 300.00 0.28" Fiber16.00 286.00 7/8" Coax16.00 286.00 1 5/8" Coax12




6.00 262.00 7/8" Coax46.00 262.00 1 5/8" Coax16.00 253.00 1 5/8" Coax66.00 240.00 1 5/8" Fiber16.00 240.00 1 5/8" Coax66.00 240.00 1 5/8" Coax66.00 228.00 1 5/8" Coax12




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

0.00160.00 0 35.71 47.430.00160.00 240 35.71 47.430.00160.00 120 35.71 47.430.00180.00 0 71.63 53.970.00180.00 240 71.63 53.970.00180.00 120 71.63 53.97Global Base Foundation Design Loads

Horizontal (kip)Vertical (kip)263.75 4.14

12/20/2016 6:53:53 AM© 2007 - 2016 by ATC IP LLC. All rights reserved.Site Number: 21272

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

Wests Pond NC, NCCustomer: Verizon Wireless

Engineering Number: OAA691726_C3_01

Analysis ParametersHeight (ft):

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

Shape: Triangle

Tower Type: Guyed

300Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: Rohn

Harnett County, NC

Ice & Wind ParametersStructure Class:Exposure Category:

Design Ice Thickness:

IIC

0.75 inTopographic Category: 1

0.0 ftCrest Height:

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

95 mph30 mph60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.197

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.210 :d1S 0.144

:1S 0.090p: 1.3

1.04Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.055: 0.055TL

a:S:

ds :V : CS

CSCS

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

Page 1





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

Page 2





Tower Loading

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

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

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

300.0 Andrew E15S09P80 6 9 0.7 0.80 0.50 0.00.9 6.7 2.4 0.0 31.32 67 76300.0 Raycap DC6-48-60- 1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 31.32 22 46300.0 Raycap DC6-48-60- 1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 31.32 22 47300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 31.32 105 95300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 31.32 129 233300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 31.32 141 48300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 31.32 161 251300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 31.32 469 127300.0 Commscope SBNHH- 1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 31.32 138 48300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 31.32 173 65300.0 Commscope SBNHH- 4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 31.32 1093 286300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 31.32 925 1296286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 31.01 35 43286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 31.01 37 29286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 31.01 801 259286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 31.01 915 1296276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 30.78 419 720262.0 Decibel DB810KE-XT 4 36 4.3 0.80 1.00 0.014.5 3.0 3.0 0.0 30.44 576 207262.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 30.44 899 1296253.0 Comsat PCSA065- 6 25 6.5 1.00 0.95 0.06.3 8.5 7.5 0.0 30.22 1515 213240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 108.6 29.96 36 27240.0 Antel LPA- 3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 29.89 136 30240.0 Raycap RRFDC-3315- 1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 29.89 46 46240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 29.89 139 238240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 29.89 579 141240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 29.89 707 108240.0 Antel BXA-70063- 3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 29.89 698 104240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 29.89 1097 1728228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 29.56 11 6228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 29.56 242 648228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 29.56 669 104228.0 KMW ET-X-CW-45- 3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 29.56 987 324219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 29.31 598 720Totals 97 7571 622.9

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

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


300.0 Andrew E15S09P80 6 0.8024 1.3 0.50 0.00.9 6.7 2.4 0.0 3.12 8 188300.0 Raycap DC6-48-60- 1 0.8098 1.9 0.50 0.02.0 11.0 11.0 0.0 3.12 2 125300.0 Raycap DC6-48-60- 1 0.8057 2.2 0.50 0.02.0 11.0 11.0 0.0 3.12 2 77300.0 Ericsson RRUS A2 3 0.8038 3.6 0.50 0.01.1 15.0 3.4 0.0 3.12 11 154300.0 Ericsson RRUS-11 3 0.80135 3.6 0.50 0.01.4 17.8 9.2 0.0 3.12 12 524300.0 Kathrein 741 989 2 0.80102 4.1 0.66 0.04.3 6.1 2.7 0.0 3.12 12 252300.0 Ericsson RRUS-12 B2 3 0.80145 4.4 0.50 0.01.7 18.5 7.5 0.0 3.12 14 562300.0 Kathrein 742 213 4 0.80145 6.5 0.67 0.06.4 6.1 2.7 0.0 3.12 37 719300.0 Commscope SBNHH- 1 0.80205 7.0 0.69 0.04.6 11.9 7.1 0.0 3.12 10 254300.0 Powerwave Allgon 1 0.80253 9.3 0.63 0.04.5 17.4 6.5 0.0 3.12 12 314300.0 Commscope SBNHH- 4 0.80335 13.2 0.70 0.08.0 11.9 7.1 0.0 3.12 79 1654300.0 Round Sector Frame 3 0.75694 32.1 0.67 0.012.0 0.0 0.0 0.0 3.12 129 2713286.0 Powerwave 3 0.8027 1.4 0.50 0.00.9 6.7 2.7 0.0 3.09 4 104Page 3





Tower Loading286.0 CCI TTA-815D 1 0.8073 3.3 0.50 0.01.3 14.0 6.0 0.0 3.09 3 93286.0 Powerwave 6 0.80175 7.0 0.70 0.06.3 7.0 4.0 0.0 3.09 62 1305286.0 Round Sector Frame 3 0.75694 32.1 0.67 0.012.0 0.0 0.0 0.0 3.09 127 2713276.0 Torque Arms 1 1.00870 17.4 1.00 0.00.0 0.0 0.0 0.0 3.07 45 1164262.0 Decibel DB810KE-XT 4 0.80244 9.9 1.00 0.014.5 3.0 3.0 0.0 3.04 82 1205262.0 Round Sector Frame 3 0.75691 32.0 0.67 0.012.0 0.0 0.0 0.0 3.04 124 2703253.0 Comsat PCSA065- 6 1.00216 7.8 0.95 0.06.3 8.5 7.5 0.0 3.01 115 1594240.0 RFS FD9R6004/1C-3L 6 0.8011 0.8 0.50 3.00.5 6.5 1.5 15.5 2.99 5 87240.0 Antel LPA- 3 0.8093 3.7 0.50 0.04.0 5.9 4.1 0.0 2.98 11 340240.0 Raycap RRFDC-3315- 1 0.80144 3.6 0.50 0.02.4 11.7 10.3 0.0 2.98 4 180240.0 Ericsson RRUS-32 3 0.80152 3.6 0.50 0.02.3 12.4 7.4 0.0 2.98 11 588240.0 Antel 3 0.80254 10.0 0.69 0.06.3 12.1 7.0 0.0 2.98 42 937240.0 Antel BXA-70080/8CF 3 0.80272 12.2 0.69 0.07.8 11.1 6.0 0.0 2.98 51 998240.0 Antel BXA-70063- 3 0.80264 12.4 0.67 0.07.9 11.2 5.2 0.0 2.98 50 966240.0 Flat Light Sector 3 0.75715 33.7 0.67 0.012.0 0.0 0.0 0.0 2.98 129 2861228.0 KMW 3 0.807 0.6 0.50 0.00.4 4.3 1.6 0.0 2.95 2 26228.0 Stand-off 3 0.75227 6.2 0.67 0.00.0 0.0 0.0 0.0 2.95 23 923228.0 Antel BXA-80063/8 3 0.80254 12.4 0.65 0.07.9 11.2 4.5 0.0 2.95 48 933228.0 KMW ET-X-CW-45- 3 0.80429 17.8 0.64 0.08.0 18.1 7.1 0.0 2.95 69 1600219.0 Torque Arms 1 1.00861 25.8 1.00 0.00.0 0.0 0.0 0.0 2.92 64 1153

Totals 97 23495 965.2

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

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


300.0 Andrew E15S09P80 6 9 0.7 0.80 0.50 0.00.9 6.7 2.4 0.0 12.49 17 53300.0 Raycap DC6-48-60- 1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 12.49 5 32300.0 Raycap DC6-48-60- 1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 12.49 5 33300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 12.49 26 66300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 12.49 32 162300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 12.49 35 33300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 12.49 40 174300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 12.49 117 88300.0 Commscope SBNHH- 1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 12.49 34 34300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 12.49 43 45300.0 Commscope SBNHH- 4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 12.49 272 198300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.49 231 900286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 12.37 9 30286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 12.37 9 20286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 12.37 200 180286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.37 228 900276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 12.28 104 500262.0 Decibel DB810KE-XT 4 36 4.3 0.80 1.00 0.014.5 3.0 3.0 0.0 12.14 144 144262.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 12.14 224 900253.0 Comsat PCSA065- 6 25 6.5 1.00 0.95 0.06.3 8.5 7.5 0.0 12.05 378 148240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 27.1 11.95 9 19240.0 Antel LPA- 3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 11.92 34 21240.0 Raycap RRFDC-3315- 1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 11.92 11 32240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 11.92 35 165240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 11.92 144 98240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 11.92 176 75240.0 Antel BXA-70063- 3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 11.92 174 72240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 11.92 273 1200228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 11.79 3 4228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 11.79 60 450Page 4





Tower Loading228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 11.79 167 72228.0 KMW ET-X-CW-45- 3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 11.79 246 225219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 11.69 149 500

Totals 97 7571 622.9

Page 5





Tower Loading

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

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

6.00 300.0 0.28" Fiber 1 0.29 0.08 Lin App Individual0 0.00 1.00 1.00 0.01N6.00 300.0 0.74" 8 AWG 7 4 0.74 0.49 Lin App Block50 0.00 0.50 1.00 0.00N6.00 300.0 2 1/4" Coax 8 2.38 1.12 2 Block50 0.00 0.50 1.00 0.00N6.00 300.0 2 1/4" Coax 4 2.38 1.12 2 Individual0 0.00 1.00 0.00 0.00N6.00 300.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.01N6.00 286.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.50 1.00 0.00N6.00 286.0 7/8" Coax 1 1.09 0.33 3 Individual0 0.00 1.00 0.00 0.00N6.00 262.0 1 5/8" Coax 1 1.98 1.04 3 Individual0 0.00 1.00 1.00 0.01N6.00 262.0 7/8" Coax 4 1.09 0.33 3 Block50 0.00 0.50 1.00 0.00N6.00 253.0 1 5/8" Coax 6 1.98 1.04 3 Block50 0.00 0.50 1.00 0.00N6.00 240.0 1 5/8" Coax 6 1.98 1.04 1 Block50 0.00 0.50 1.00 0.00N6.00 240.0 1 5/8" Coax 6 1.98 0.82 Lin App Block50 0.00 0.50 1.00 0.00N6.00 240.0 1 5/8" Fiber 1 1.63 1.61 Lin App Individual0 0.00 1.00 1.00 0.01N6.00 228.0 1 5/8" Coax 12 1.98 0.82 2 Block50 0.00 0.50 1.00 0.00N

Page 6





Equivalent Lateral Force Method

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

0.200.09

81.001.602.402.500.210.140.060.060.03

1.301.27

37.182.68

1):

d1):

kk

1.04

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

e):

s):

ds):

a:v:

s):ss:s:

- Seconds):L

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

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

vxz

16 1,4850.0611,598,881,196 163290.0015 2,3570.0882,317,851,898 237270.0014 1,7980.0611,603,501,448 164250.0013 2,2670.0691,818,831,825 186230.0012 3,1670.0862,263,352,550 231210.0011 2,4140.0581,519,381,944 155190.0010 2,6070.0541,424,772,099 145170.009 2,8970.0511,350,522,332 138150.008 2,4720.037961,0521,990 98130.007 2,4720.030777,3871,990 79110.006 2,6070.024635,4462,099 6590.005 2,7430.019485,9002,208 5070.004 2,4720.011285,6951,990 2950.003 2,4720.006149,3641,990 1530.002 1,4820.00134,0211,193 314.001 1,0680.0004,998860 14.00Andrew E15S09P80 660.00373,71553 8300.00Raycap DC6-48-60-18-8F 390.00244,39632 5300.00Raycap DC6-48-60-18-8F 410.00245,79233 5300.00Ericsson RRUS A2 Module 820.00492,14366 9300.00Ericsson RRUS-11 800 MHz 2010.009226,170162 23300.00Kathrein 741 989 410.00246,07233 5300.00Ericsson RRUS-12 B2 2160.009242,924174 25300.00Kathrein 742 213 1090.005122,85888 13300.00

Page 7





Equivalent Lateral Force MethodCommscope SBNHH-1D65A 420.00246,77034 5300.00Powerwave Allgon P45-16-XLH-RR 560.00262,82545 6300.00Commscope SBNHH-1D65C 2460.011276,989198 28300.00Round Sector Frame 1,1180.0481,256,50900 128300.00Powerwave LGP186nn 370.00139,02430 4286.00CCI TTA-815D 250.00126,27820 3286.00Powerwave 7745.00A 2240.009236,506180 24286.00Round Sector Frame 1,1180.0451,182,53900 121286.00Torque Arms 6210.024627,937500 64276.00Decibel DB810KE-XT 1790.006169,280144 17262.00Round Sector Frame 1,1180.0401,058,00900 108262.00Comsat PCSA065-19-2 1830.006165,980148 17253.00RFS FD9R6004/1C-3L 230.00119,56119 2240.00Antel LPA-185090/8CF-2 260.00122,08521 2240.00Raycap RRFDC-3315-PF-48 400.00133,65432 3240.00Ericsson RRUS-32 2050.007173,843165 18240.00Antel WWX063X19G00 1220.004103,17098 11240.00Antel BXA-70080/8CF 930.00378,87675 8240.00Antel BXA-70063-8CF-EDIN-2 890.00375,72172 8240.00Flat Light Sector Frame 1,4900.0481,262,021,200 129240.00KMW KASCTPR82008 50.0003,8434 0228.00Stand-off 5590.017443,420450 45228.00Antel BXA-80063/8 890.00370,94772 7228.00KMW ET-X-CW-45-19-iR-AT 2790.008221,710225 23228.00Torque Arms 6210.018468,131500 48219.00

37,184 26,250,652 1.000 2,679 46,183

Page 8





Equivalent Modal Analysis Method

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

Spectral Response Acceleration for Short Period (S 0.200.091.001.602.402.500.210.14

1.301.04

1):

d1 ):ds ):

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

e):a:v:

Section (ft)Height

Weight(lb) a b c S

HorizontalForce

(lb) (lb)Force

VerticalLoadCase (1.2 + 0.2Sds) * DL + E Seismic

Above Baseaz

16 1,4850.3890.9201.3891.7661,196 242290.0015 2,3570.2600.5800.5801.5311,898 256270.0014 1,7980.1680.3470.1381.3121,448 127250.0013 2,2670.1110.194-0.0641.1111,825 106230.0012 3,1670.0810.098-0.1210.9262,550 108210.0011 2,4140.0690.043-0.1030.7581,944 70190.0010 2,6070.0650.015-0.0550.6072,099 71170.009 2,8970.0630.006-0.0060.4722,332 76150.008 2,4720.0590.0080.0310.3551,990 61130.007 2,4720.0520.0170.0550.2541,990 53110.006 2,6070.0430.0270.0660.1702,099 4790.005 2,7430.0350.0370.0710.1032,208 4170.004 2,4720.0290.0420.0710.0531,990 3050.003 2,4720.0220.0370.0630.0191,990 2330.002 1,4820.0140.0230.0420.0041,193 814.001 1,0680.0050.0080.0150.000860 24.00Andrew E15S09P80 660.4691.1401.9801.89053 13300.00Raycap DC6-48-60-18-8F 390.4691.1401.9801.89032 8300.00Raycap DC6-48-60-18-8F 410.4691.1401.9801.89033 8300.00Ericsson RRUS A2 Module 820.4691.1401.9801.89066 16300.00Ericsson RRUS-11 800 MHz 2010.4691.1401.9801.890162 40300.00Kathrein 741 989 410.4691.1401.9801.89033 8300.00Ericsson RRUS-12 B2 2160.4691.1401.9801.890174 42300.00Kathrein 742 213 1090.4691.1401.9801.89088 21300.00Commscope SBNHH-1D65A 420.4691.1401.9801.89034 8300.00Powerwave Allgon P45-16-XLH- 560.4691.1401.9801.89045 11300.00Commscope SBNHH-1D65C 2460.4691.1401.9801.890198 48300.00Round Sector Frame 1,1180.4691.1401.9801.890900 220300.00Powerwave LGP186nn 370.3600.8421.1911.71830 6286.00CCI TTA-815D 250.3600.8421.1911.71820 4286.00Powerwave 7745.00A 2240.3600.8421.1911.718180 34286.00Round Sector Frame 1,1180.3600.8421.1911.718900 169286.00Torque Arms 6210.2950.6700.7781.600500 77276.00Decibel DB810KE-XT 1790.2190.4760.3671.442144 16262.00Round Sector Frame 1,1180.2190.4760.3671.442900 102262.00Comsat PCSA065-19-2 1830.1800.3770.1861.344148 14253.00RFS FD9R6004/1C-3L 230.1360.2620.0141.21019 1240.00Antel LPA-185090/8CF-2 260.1360.2620.0141.21021 1240.00Raycap RRFDC-3315-PF-48 400.1360.2620.0141.21032 2240.00Page 9





Equivalent Modal Analysis MethodEricsson RRUS-32 2050.1360.2620.0141.210165 12240.00Antel WWX063X19G00 1220.1360.2620.0141.21098 7240.00Antel BXA-70080/8CF 930.1360.2620.0141.21075 5240.00Antel BXA-70063-8CF-EDIN-2 890.1360.2620.0141.21072 5240.00Flat Light Sector Frame 1,4900.1360.2620.0141.2101,200 85240.00KMW KASCTPR82008 50.1070.182-0.0741.0924 0228.00Stand-off 5590.1070.182-0.0741.092450 25228.00Antel BXA-80063/8 890.1070.182-0.0741.09272 4228.00KMW ET-X-CW-45-19-iR-AT 2790.1070.182-0.0741.092225 13228.00Torque Arms 6210.0920.135-0.1081.007500 24219.00

37,184 59.870 32.098 24.407 11.056 2,369 46,183

Page 10





Force/Stress Summary Section: 8.000Height (ft):0.00Bot Elev (ft):1 TB901

DIAGHORIZLEG PX - 3" DIA PIPESAE - 4X4X0.5

0.00-0.16-94.38 1.2D + 1.0Di + 1.2D + 1.6W

0.0001.2602.13 100100

0 0100100 100 22.4 50.0 131.00 0 0 0.00 0.00 72 Member XMember Z

0.000.00000.000.00.00100 19.3 36.0 119.13 0 0 0.00 0.00 0

Max Compression Member (kip)Pu

Load Case (ft)Len

XBracing %

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

(kip) BoltsNum Num

Holes (kip)phiRnvShear BearphiRn

(kip) %Use

Controls

DIAGHORIZLEG

SAE - 4X4X0.50.00

18.470.00

1.2D + 1.6W 0

360 0

580 0.00

000

0.00121.50

000 0.00

0.000.00 0.00

0.000.00 0

150 Member

Controls%Use(kip)phiRnBear(kip)phiRnvShear

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

Section: 12.000Height (ft):8.00Bot Elev (ft):2 930A12SB

DIAGHORIZLEG PX - 3" DIA PIPE

SAE - 1.5X1.5X0.125 -2.830.00

-92.65 1.2D + 1.6W 1.2D + 1.6W 90 6.301

0.0003.78 100

050 50

0100 100 39.8 50.0 121.04 0 0 0.00 0.00 76 Member X

Member Z576.967.95114.9436.0127.7500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.125 2.380.000.00

1.2D + 1.6W 90 3600 00

58 9.20001

0.000.00 001 7.95

0.000.00 0.000.004.13 57

00 Bolt Bear



Section: 20.000Height (ft):20.00Bot Elev (ft):3 930ASB


SAE - 1.5X1.5X0.125 -1.570.00

-100.00 1.2D + 1.6W 90 1.2D + 1.6W 6.354

0.0003.87 100

050 50

0100 100 40.7 50.0 120.39 0 0 0.00 0.00 83 Member X

Member Z326.967.95114.8736.0128.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.125 1.660.000.00

1.2D + 1.6W 90 3600 00

58 9.20001

0.000.00 001 7.95

0.000.00 0.000.004.13 40

00 Bolt Bear



Page 11





Force/Stress Summary Section: 20.000Height (ft):40.00Bot Elev (ft):4 930ASB


SAE - 1.5X1.5X0.125 -1.950.00-99.97 1.2D + 1.6W 90

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 83 Member X

Member Z396.967.95114.8736.0128.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.125 1.960.000.00

1.2D + 1.6W 90 3600 00

58 9.20001

0.000.00 001 7.95

0.000.00 0.000.004.13 47

00Bolt Bear



Section: 20.000Height (ft):60.00Bot Elev (ft):5 930CGAL3SB


SAE - 1.75X1.75X0.18 -4.020.00-90.20 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 74 Member X

Member Z4013.0512.43119.9636.0115.6500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.75X1.75X0.18 3.670.000.00

1.2D + 1.6W 90 3600 0

058 15.67

001

0.000.00

001 12.43

0.000.00 0.00

0.007.83 46

00

Bolt Bear



Section: 20.000Height (ft):80.00Bot Elev (ft):6 930BSB


SAE - 1.5X1.5X0.1875 -3.970.00-78.71 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 65 Member X

Member Z5610.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.1875 3.600.000.00

1.2D + 1.6W 90 3600 0

058 13.47

001

0.000.00

001 7.95

0.000.00 0.00

0.006.20 58

00

Bolt Bear



Page 12





Force/Stress Summary Section: 20.000Height (ft):100.0Bot Elev (ft):7 930ASB


SAE - 1.5X1.5X0.125 -1.870.00-83.16 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 69 Member X

Member Z386.967.95114.8736.0128.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.125 1.880.000.00

1.2D + 1.6W 90 3600 00

58 9.20001

0.000.00 001 7.95

0.000.00 0.000.004.13 45

00Bolt Bear



Section: 20.000Height (ft):120.0Bot Elev (ft):8 930ASB


SAE - 1.5X1.5X0.125 -2.780.00-83.23 1.2D + 1.6W 90

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 69 Member X

Member Z576.967.95114.8736.0128.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.125 1.950.000.00

1.2D + 1.6W 90 3600 0

058 9.20

001

0.000.00

001 7.95

0.000.00 0.00

0.004.13 47

00

Bolt Bear



Section: 20.000Height (ft):140.0Bot Elev (ft):9 930CGAL2SB


SAE - 1.75X1.75X0.18 -4.660.00-90.31 1.2D + 1.6W

1.2D + 1.6W 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 75 Member X

Member Z4613.0512.43119.9636.0115.6500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

DAL - 3X2X0.25SAE - 1.75X1.75X0.18 4.27

1.790.00

1.2D + 1.6W 1.2D + 1.6W 90 36

360 0

5858 15.67

041

0.0063.37

021 12.43

71.560.00 0.00

66.997.83 54

20 MemberBolt Bear



Page 13





Force/Stress Summary Section: 20.000Height (ft):160.0Bot Elev (ft):10 925BBSB


SAE - 1.5X1.5X0.1875 -3.210.00-91.71 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 76 Member X

Member Z4510.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 1.5X1.5X0.1875 3.010.000.83 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 13.47001

135.900.00 001 7.95

0.000.00 0.000.006.20 48

00 MemberBolt Bear




DIAGHORIZLEG PX - 2-1/2" DIA PIPE

SAE - 1.5X1.5X0.1875 -1.270.00-67.19 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 79 Member X

Member Z1810.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.1875 0.980.000.00

1.2D + 1.6W 60 3600 0

058 13.47

001

0.000.00

001 7.95

0.000.00 0.00

0.006.20 15

00

Bolt Bear



Section: 20.000Height (ft):200.0Bot Elev (ft):12 925ETAXSB

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

SAE - 2X2X0.25 -6.54-8.04-83.47 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 6.3545.0423.87 100100

50 50100100 100 50.2 50.0 84.19 0 0 0.00 0.00 99 Member XMember Y

Member Z4069.6049.722416.3436.0108.850100 164.5 36.0 15.69 4 2 49.72 69.60 51


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


DAE - 2X2X0.25SAE - 2X2X0.25 6.94

8.3930.25 1.2D + 1.6W 60

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

3650 65

5858 18.43

044

101.2549.10

022 49.72

49.720.00 0.00

55.6862.64 37

1729 MemberMemberMember



Page 14





Force/Stress Summary Section: 20.000Height (ft):220.0Bot Elev (ft):13 925BSB


SAE - 1.5X1.5X0.1875 -6.830.00-82.42 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 1000

50 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 97 Member X

Member Z9610.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 1.5X1.5X0.1875 6.160.0030.42 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 13.47001

101.250.00 001 7.95

0.000.00 0.000.006.20 99

030 MemberBolt Bear





SAE - 1.5X1.5X0.1875 -1.790.00-33.36 1.2D + 1.6W

1.2D + 1.6W 6.3540.0003.87 1000

50 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 39 Member X

Member Z2510.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG

SAE - 1.5X1.5X0.1875 1.910.000.00

1.2D + 1.6W 90 3600 0

058 13.47

001

0.000.00

001 7.95

0.000.00 0.00

0.006.20 30

00

Bolt Bear



Section: 20.000Height (ft):260.0Bot Elev (ft):15 925CTL164SB


SAE - 1.75X1.75X0.18 -5.190.00-35.71 1.2D + 1.6W

1.2D + 1.6W 6.3540.0003.87 1000

50 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 42 Member X

Member Z5213.0512.43119.9636.0115.6500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 1.75X1.75X0.18 6.320.00

25.35 1.2D + 1.6W 60 1.2D + 1.6W 90 36

050 65

058 15.67

001

101.250.00

001 12.43

0.000.00 0.00

0.007.83 80

025 Member

Bolt Bear



Page 15





Force/Stress Summary Section: 20.000Height (ft):280.0Bot Elev (ft):16 925BSB

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.125

SAE - 1.5X1.5X0.1875 -4.44-0.68-27.95 1.2D + 1.6W 1.2D + 1.6W 60

1.2D + 1.6W 90 6.3545.0420.33 100100

50 50100100 100 4.3 50.0 101.11 0 0 0.00 0.00 27 Member XMember ZMember Z6310.447.95117.0436.0130.150

100 204.4 36.0 1.95 0 0 0.00 0.00 35Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.125

SAE - 1.5X1.5X0.1875 3.150.8024.13 1.2D + 1.6W 60 1.2D + 1.6W

1.2D + 1.6W 90 363650 6558

58 13.47001

101.2511.66 001 7.95

0.000.00 0.000.006.20 50

623 MemberMemberBolt Bear



Page 16





Detailed Reactions

Load Case Node (kip)FX FY(kip) (kip)FZ (-) = Uplift (+) = Down1.2D + 1.6W Normal 1 0.00 240.59 -2.43 A1 0.00 -0.23 0.24 A1a -35.50 -31.25 -21.36 A1b 35.50 -31.25 -21.36 A2 0.00 -2.89 1.18 A2a -39.92 -62.94 -25.29 A2b 39.92 -62.94 -25.291.2D + 1.6W 60 deg 1 -3.59 171.35 -2.07 A1 -0.38 -2.25 2.86 A1a -37.42 -32.50 -21.60 A1b 2.29 -2.25 -1.76 A2 -1.26 -9.32 6.32 A2a -43.92 -67.30 -25.36 A2b 4.84 -9.32 -4.251.2D + 1.6W 90 deg 1 -3.10 216.70 -0.61 A1 -0.66 -17.80 23.47 A1a -41.31 -35.71 -23.29 A1b 0.50 -0.60 -0.48 A2 -1.88 -38.24 28.36 A2a -47.35 -71.63 -25.90 A2b 1.45 -3.96 -1.561.2D + 1.6W 120 deg 1 -2.10 240.59 1.21 A1 -0.75 -31.25 41.42 A1a -36.24 -31.25 -20.06 A1b 0.20 -0.23 -0.12 A2 -1.94 -62.94 47.22 A2a -41.87 -62.94 -21.93 A2b 1.02 -2.89 -0.591.2D + 1.6W 180 deg 1 0.00 171.35 4.14 A1 0.00 -32.50 43.20 A1a -2.66 -2.25 -1.10 A1b 2.66 -2.25 -1.10 A2 0.00 -67.30 50.72 A2a -6.10 -9.32 -2.07 A2b 6.10 -9.32 -2.071.2D + 1.6W 210 deg 1 1.02 216.70 2.99 A1 0.48 -35.71 47.42 A1a -0.67 -0.60 -0.19 A1b 20.65 -17.80 -11.16 A2 1.24 -71.63 53.96 A2a -2.08 -3.96 -0.47 A2b 25.50 -38.24 -12.551.2D + 1.6W 240 deg 1 2.10 240.59 1.21 A1 0.75 -31.25 41.42 A1a -0.20 -0.23 -0.12 A1b 36.24 -31.25 -20.06 A2 1.94 -62.94 47.22 A2a -1.02 -2.89 -0.59 A2b 41.87 -62.94 -21.931.2D + 1.6W 300 deg 1 3.59 171.35 -2.07 A1 0.38 -2.25 2.86 A1a -2.29 -2.25 -1.76 A1b 37.42 -32.50 -21.60 A2 1.26 -9.32 6.32

Page 17





A2a -4.84 -9.32 -4.25 A2b 43.92 -67.30 -25.361.2D + 1.6W 330 deg 1 2.08 216.70 -2.38 A1 0.17 -0.60 0.67 A1a -19.99 -17.80 -12.31 A1b 40.83 -35.71 -24.13 A2 0.63 -3.96 2.04 A2a -23.62 -38.24 -15.81 A2b 46.11 -71.63 -28.051.2D + 1.0Di + 1.0Wi Normal 1 0.00 263.75 -0.28 A1 0.00 -5.51 8.78 A1a -11.26 -8.61 -6.65 A1b 11.26 -8.61 -6.65 A2 0.00 -14.04 12.16 A2a -15.42 -21.18 -9.47 A2b 15.42 -21.18 -9.471.2D + 1.0Di + 1.0Wi 60 deg 1 -0.24 262.77 -0.14 A1 -0.13 -6.45 10.07 A1a -12.37 -9.52 -7.14 A1b 8.65 -6.45 -5.15 A2 -0.48 -16.30 13.99 A2a -17.21 -23.37 -9.94 A2b 11.87 -16.30 -7.411.2D + 1.0Di + 1.0Wi 90 deg 1 -0.28 263.23 0.00 A1 -0.16 -7.52 11.56 A1a -12.16 -9.29 -6.95 A1b 7.85 -5.75 -4.60 A2 -0.59 -18.72 16.02 A2a -16.96 -22.82 -9.50 A2b 10.81 -14.63 -6.531.2D + 1.0Di + 1.0Wi 120 deg 1 -0.24 263.75 0.14 A1 -0.13 -8.61 13.07 A1a -11.39 -8.61 -6.42 A1b 7.60 -5.51 -4.39 A2 -0.49 -21.18 18.09 A2a -15.91 -21.18 -8.62 A2b 10.53 -14.04 -6.081.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 262.77 0.28 A1 0.00 -9.51 14.29 A1a -8.78 -6.45 -4.92 A1b 8.78 -6.45 -4.92 A2 0.00 -23.37 19.88 A2a -12.35 -16.30 -6.57 A2b 12.35 -16.30 -6.571.2D + 1.0Di + 1.0Wi 210 deg 1 0.14 263.23 0.24 A1 0.06 -9.29 14.00 A1a -7.91 -5.75 -4.50 A1b 10.09 -7.52 -5.64 A2 0.26 -22.82 19.43 A2a -11.06 -14.63 -6.10 A2b 14.17 -18.72 -7.501.2D + 1.0Di + 1.0Wi 240 deg 1 0.24 263.75 0.14 A1 0.13 -8.61 13.07 A1a -7.60 -5.51 -4.39 A1b 11.39 -8.61 -6.42 A2 0.49 -21.18 18.09 A2a -10.53 -14.04 -6.08 A2b 15.91 -21.18 -8.621.2D + 1.0Di + 1.0Wi 300 deg 1 0.24 262.77 -0.14

Page 18





A1 0.13 -6.45 10.07 A1a -8.65 -6.45 -5.15 A1b 12.37 -9.52 -7.14 A2 0.48 -16.30 13.99 A2a -11.87 -16.30 -7.41 A2b 17.21 -23.37 -9.941.2D + 1.0Di + 1.0Wi 330 deg 1 0.14 263.23 -0.24 A1 0.06 -5.75 9.10 A1a -9.93 -7.52 -5.92 A1b 12.09 -9.29 -7.05 A2 0.25 -14.63 12.63 A2a -13.58 -18.72 -8.52 A2b 16.70 -22.82 -9.94(1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 95.71 0.01 A1 0.00 -4.10 5.87 A1a -5.65 -4.66 -3.26 A1b 5.65 -4.66 -3.26 A2 0.00 -8.79 6.85 A2a -7.69 -11.61 -4.44 A2b 7.69 -11.61 -4.44(1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 95.77 -0.03 A1 0.00 -4.33 6.14 A1a -5.52 -4.53 -3.19 A1b 5.52 -4.53 -3.19 A2 0.00 -8.71 6.82 A2a -7.72 -11.69 -4.46 A2b 7.72 -11.69 -4.46(1.2 + 0.2Sds) * DL + E 60 deg M1 1 0.01 95.67 0.01 A1 0.00 -4.28 6.08 A1a -5.84 -4.85 -3.37 A1b 5.26 -4.28 -3.04 A2 0.00 -9.72 7.53 A2a -8.25 -12.53 -4.77 A2b 6.52 -9.72 -3.76(1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.03 95.70 -0.01 A1 0.00 -4.40 6.21 A1a -5.60 -4.61 -3.23 A1b 5.38 -4.40 -3.10 A2 0.00 -9.69 7.52 A2a -8.30 -12.64 -4.79 A2b 6.51 -9.69 -3.76(1.2 + 0.2Sds) * DL + E 90 deg M1 1 0.01 95.69 0.00 A1 0.00 -4.47 6.30 A1a -5.79 -4.80 -3.34 A1b 5.13 -4.15 -2.96 A2 0.00 -10.67 8.20 A2a -8.11 -12.29 -4.68 A2b 6.09 -9.04 -3.52(1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.03 95.74 0.00 A1 0.00 -4.46 6.29 A1a -5.58 -4.59 -3.22 A1b 5.33 -4.35 -3.08 A2 0.00 -10.69 8.22 A2a -8.15 -12.41 -4.71 A2b 6.07 -8.97 -3.50(1.2 + 0.2Sds) * DL + E 120 deg M1 1 0.01 95.71 -0.01 A1 0.00 -4.66 6.52 A1a -5.65 -4.66 -3.26 A1b 5.08 -4.10 -2.93 A2 0.00 -11.61 8.88 A2a -7.69 -11.61 -4.44

Page 19





A2b 5.94 -8.79 -3.43(1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.03 95.77 0.02 A1 0.00 -4.53 6.37 A1a -5.52 -4.53 -3.19 A1b 5.31 -4.33 -3.07 A2 0.00 -11.69 8.92 A2a -7.72 -11.69 -4.46 A2b 5.91 -8.71 -3.41(1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 95.67 -0.01 A1 0.00 -4.85 6.75 A1a -5.26 -4.28 -3.04 A1b 5.26 -4.28 -3.04 A2 0.00 -12.54 9.54 A2a -6.52 -9.72 -3.76 A2b 6.52 -9.72 -3.76(1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 95.71 0.03 A1 0.00 -4.61 6.47 A1a -5.38 -4.40 -3.10 A1b 5.38 -4.40 -3.10 A2 0.00 -12.65 9.59 A2a -6.51 -9.69 -3.76 A2b 6.51 -9.69 -3.76(1.2 + 0.2Sds) * DL + E 210 deg M1 1 -0.01 95.69 -0.01 A1 0.00 -4.80 6.69 A1a -5.13 -4.15 -2.96 A1b 5.45 -4.47 -3.15 A2 0.00 -12.29 9.36 A2a -6.09 -9.04 -3.52 A2b 7.10 -10.67 -4.10(1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.02 95.74 0.03 A1 0.00 -4.59 6.44 A1a -5.33 -4.35 -3.08 A1b 5.45 -4.46 -3.14 A2 0.00 -12.41 9.41 A2a -6.07 -8.97 -3.50 A2b 7.12 -10.69 -4.11(1.2 + 0.2Sds) * DL + E 240 deg M1 1 -0.01 95.71 -0.01 A1 0.00 -4.66 6.52 A1a -5.08 -4.10 -2.93 A1b 5.65 -4.66 -3.26 A2 0.00 -11.61 8.88 A2a -5.94 -8.79 -3.43 A2b 7.69 -11.61 -4.44(1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.03 95.77 0.02 A1 0.00 -4.53 6.37 A1a -5.31 -4.33 -3.07 A1b 5.52 -4.53 -3.19 A2 0.00 -11.69 8.92 A2a -5.91 -8.71 -3.41 A2b 7.72 -11.69 -4.46(1.2 + 0.2Sds) * DL + E 300 deg M1 1 -0.01 95.67 0.01 A1 0.00 -4.28 6.08 A1a -5.26 -4.28 -3.04 A1b 5.84 -4.85 -3.37 A2 0.00 -9.72 7.53 A2a -6.52 -9.72 -3.76 A2b 8.25 -12.53 -4.77(1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.03 95.70 -0.01 A1 0.00 -4.40 6.21

Page 20





A1a -5.38 -4.40 -3.10 A1b 5.60 -4.61 -3.23 A2 0.00 -9.69 7.52 A2a -6.51 -9.69 -3.76 A2b 8.30 -12.64 -4.79(1.2 + 0.2Sds) * DL + E 330 deg M1 1 -0.01 95.69 0.01 A1 0.00 -4.15 5.92 A1a -5.45 -4.47 -3.15 A1b 5.79 -4.80 -3.34 A2 0.00 -9.04 7.04 A2a -7.10 -10.67 -4.10 A2b 8.11 -12.29 -4.68(1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.01 95.74 -0.03 A1 0.00 -4.35 6.16 A1a -5.45 -4.46 -3.14 A1b 5.58 -4.59 -3.22 A2 0.00 -8.97 7.01 A2a -7.12 -10.69 -4.11 A2b 8.15 -12.41 -4.711.0D + 1.0W Service Normal 1 0.00 93.05 -1.30 A1 0.00 -0.90 1.43 A1a -9.84 -8.29 -5.81 A1b 9.84 -8.29 -5.81 A2 0.00 -1.21 1.02 A2a -10.75 -16.49 -6.58 A2b 10.75 -16.49 -6.581.0D + 1.0W Service 60 deg 1 -1.04 93.13 -0.60 A1 -0.09 -2.59 3.70 A1a -11.87 -10.09 -6.85 A1b 3.16 -2.59 -1.93 A2 -0.31 -7.37 5.58 A2a -14.41 -21.92 -8.32 A2b 4.68 -7.37 -3.061.0D + 1.0W Service 90 deg 1 -1.23 93.75 0.01 A1 -0.12 -5.31 7.41 A1a -11.53 -9.73 -6.60 A1b 1.58 -1.22 -0.96 A2 -0.38 -12.16 9.26 A2a -13.64 -20.58 -7.67 A2b 2.19 -3.45 -1.451.0D + 1.0W Service 120 deg 1 -1.12 93.05 0.65 A1 -0.11 -8.29 11.43 A1a -9.95 -8.29 -5.62 A1b 1.24 -0.90 -0.71 A2 -0.33 -16.49 12.60 A2a -11.08 -16.49 -6.02 A2b 0.89 -1.21 -0.511.0D + 1.0W Service 180 deg 1 0.00 93.14 1.20 A1 0.00 -10.09 13.71 A1a -3.25 -2.59 -1.77 A1b 3.25 -2.59 -1.77 A2 0.00 -21.92 16.64 A2a -4.99 -7.36 -2.52 A2b 4.99 -7.36 -2.521.0D + 1.0W Service 210 deg 1 0.62 93.75 1.06 A1 0.05 -9.73 13.28 A1a -1.62 -1.22 -0.89 A1b 6.48 -5.31 -3.60 A2 0.17 -20.58 15.65 A2a -2.35 -3.45 -1.18 A2b 8.21 -12.16 -4.30

Page 21





1.0D + 1.0W Service 240 deg 1 1.12 93.05 0.65 A1 0.11 -8.29 11.43 A1a -1.24 -0.90 -0.71 A1b 9.95 -8.29 -5.62 A2 0.33 -16.49 12.60 A2a -0.89 -1.21 -0.51 A2b 11.08 -16.49 -6.021.0D + 1.0W Service 300 deg 1 1.04 93.13 -0.60 A1 0.09 -2.59 3.70 A1a -3.16 -2.59 -1.93 A1b 11.87 -10.09 -6.85 A2 0.31 -7.37 5.58 A2a -4.68 -7.37 -3.06 A2b 14.41 -21.92 -8.321.0D + 1.0W Service 330 deg 1 0.61 93.75 -1.07 A1 0.04 -1.22 1.84 A1a -6.35 -5.31 -3.81 A1b 11.48 -9.73 -6.69 A2 0.16 -3.45 2.62 A2a -7.83 -12.16 -4.96 A2b 13.47 -20.58 -7.98

Maximum Reactions SummaryBase

Vertical (kip)Horizontal (kip)

263.754.14

-35.71 -71.6347.43 53.97

Anch1 Anch2

Page 22





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

0.00160.00 0 35.71 47.430.00160.00 240 35.71 47.430.00160.00 120 35.71 47.430.00180.00 0 71.63 53.970.00180.00 240 71.63 53.970.00180.00 120 71.63 53.97

Page 23





Tension

Detailed Cable Forces

Load CaseAnchor Node

Allow(kip) (kip)

Tower Node Use

%AppliedTensionElevation(ft) Cable

1.2D + 1.6W Normal A1 31 25.44 0.19 180.00 5/8 EHS A1a 31b 25.44 22.80 90 5/8 EHS A1b 31a 25.44 22.80 90 5/8 EHS A1 59 34.98 0.42 1160.00 3/4 EHS A1a 59b 34.98 29.99 86 3/4 EHS A1b 59a 34.98 29.99 86 3/4 EHS A2 T3 25.44 0.78 3219.67 5/8 EHS A2 T3b 25.44 0.78 3 5/8 EHS A2a T3a 25.44 21.49 84 5/8 EHS A2a T3b 25.44 21.30 84 5/8 EHS A2b T3 25.44 21.30 84 5/8 EHS A2b T3a 25.44 21.49 84 5/8 EHS A2 T4 25.44 1.18 5275.80 5/8 EHS A2 T4b 25.44 1.18 5 5/8 EHS A2a T4a 25.44 18.23 72 5/8 EHS A2a T4b 25.44 18.61 73 5/8 EHS A2b T4 25.44 18.61 73 5/8 EHS A2b T4a 25.44 18.23 72 5/8 EHS

1.2D + 1.6W 60 deg A1 31 25.44 1.48 680.00 5/8 EHS A1a 31b 25.44 23.90 94 5/8 EHS A1b 31a 25.44 1.47 6 5/8 EHS A1 59 34.98 2.48 7160.00 3/4 EHS A1a 59b 34.98 31.09 89 3/4 EHS A1b 59a 34.98 2.48 7 3/4 EHS A2 T3 25.44 2.97 12219.67 5/8 EHS A2 T3b 25.44 2.88 11 5/8 EHS A2a T3a 25.44 22.19 87 5/8 EHS A2a T3b 25.44 22.19 87 5/8 EHS A2b T3 25.44 2.97 12 5/8 EHS A2b T3a 25.44 2.88 11 5/8 EHS A2 T4 25.44 3.24 13275.80 5/8 EHS A2 T4b 25.44 3.06 12 5/8 EHS A2a T4a 25.44 20.40 80 5/8 EHS A2a T4b 25.44 20.40 80 5/8 EHS A2b T4 25.44 3.24 13 5/8 EHS A2b T4a 25.44 3.06 12 5/8 EHS

1.2D + 1.6W 90 deg A1 31 25.44 12.88 5180.00 5/8 EHS A1a 31b 25.44 26.15 103 5/8 EHS A1b 31a 25.44 0.37 1 5/8 EHS A1 59 34.98 17.21 49160.00 3/4 EHS A1a 59b 34.98 34.21 98 3/4 EHS A1b 59a 34.98 0.82 2 3/4 EHS A2 T3 25.44 13.26 52219.67 5/8 EHS A2 T3b 25.44 13.40 53 5/8 EHS A2a T3a 25.44 23.95 94 5/8 EHS A2a T3b 25.44 24.09 95 5/8 EHS A2b T3 25.44 1.17 5 5/8 EHS A2b T3a 25.44 1.11 4 5/8 EHS A2 T4 25.44 11.22 44275.80 5/8 EHS A2 T4b 25.44 10.65 42 5/8 EHS

Page 24





A2a T4a 25.44 21.34 84 5/8 EHS A2a T4b 25.44 21.24 83 5/8 EHS A2b T4 25.44 1.55 6 5/8 EHS A2b T4a 25.44 1.48 6 5/8 EHS



1.2D + 1.6W 210 deg A1 31 25.44 26.15 10380.00 5/8 EHS A1a 31b 25.44 0.37 1 5/8 EHS A1b 31a 25.44 12.88 51 5/8 EHS A1 59 34.98 34.21 98160.00 3/4 EHS A1a 59b 34.98 0.82 2 3/4 EHS A1b 59a 34.98 17.21 49 3/4 EHS A2 T3 25.44 24.08 95219.67 5/8 EHS A2 T3b 25.44 23.95 94 5/8 EHS A2a T3a 25.44 1.17 5 5/8 EHS A2a T3b 25.44 1.11 4 5/8 EHS A2b T3 25.44 13.40 53 5/8 EHS A2b T3a 25.44 13.26 52 5/8 EHS A2 T4 25.44 21.24 84275.80 5/8 EHS A2 T4b 25.44 21.34 84 5/8 EHS A2a T4a 25.44 1.55 6 5/8 EHS A2a T4b 25.44 1.48 6 5/8 EHS

Page 25





A2b T4 25.44 10.65 42 5/8 EHS A2b T4a 25.44 11.22 44 5/8 EHS




Page 26





1.2D + 1.0Di + 1.0Wi Normal A1 31 25.44 5.59 2280.00 5/8 EHS A1a 31b 25.44 8.04 32 5/8 EHS A1b 31a 25.44 8.04 32 5/8 EHS A1 59 34.98 6.24 18160.00 3/4 EHS A1a 59b 34.98 9.15 26 3/4 EHS A1b 59a 34.98 9.15 26 3/4 EHS A2 T3 25.44 6.43 25219.67 5/8 EHS A2 T3b 25.44 6.43 25 5/8 EHS A2a T3a 25.44 8.69 34 5/8 EHS A2a T3b 25.44 8.78 35 5/8 EHS A2b T3 25.44 8.78 35 5/8 EHS A2b T3a 25.44 8.69 34 5/8 EHS A2 T4 25.44 5.69 22275.80 5/8 EHS A2 T4b 25.44 5.69 22 5/8 EHS A2a T4a 25.44 7.97 31 5/8 EHS A2a T4b 25.44 8.09 32 5/8 EHS A2b T4 25.44 8.09 32 5/8 EHS A2b T4a 25.44 7.97 31 5/8 EHS

1.2D + 1.0Di + 1.0Wi 60 deg A1 31 25.44 6.34 2580.00 5/8 EHS A1a 31b 25.44 8.69 34 5/8 EHS A1b 31a 25.44 6.34 25 5/8 EHS A1 59 34.98 7.10 20160.00 3/4 EHS A1a 59b 34.98 10.02 29 3/4 EHS A1b 59a 34.98 7.10 20 3/4 EHS A2 T3 25.44 7.17 28219.67 5/8 EHS A2 T3b 25.44 7.10 28 5/8 EHS A2a T3a 25.44 9.43 37 5/8 EHS A2a T3b 25.44 9.43 37 5/8 EHS A2b T3 25.44 7.17 28 5/8 EHS A2b T3a 25.44 7.10 28 5/8 EHS A2 T4 25.44 6.50 26275.80 5/8 EHS A2 T4b 25.44 6.38 25 5/8 EHS A2a T4a 25.44 8.75 34 5/8 EHS A2a T4b 25.44 8.75 34 5/8 EHS A2b T4 25.44 6.50 26 5/8 EHS A2b T4a 25.44 6.38 25 5/8 EHS


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Page 28








(1.2 + 0.2Sds) * DL + E Normal M1 A1 31 25.44 3.71 1580.00 5/8 EHS A1a 31b 25.44 3.96 16 5/8 EHSPage 29





A1b 31a 25.44 3.96 16 5/8 EHS A1 59 34.98 3.79 11160.00 3/4 EHS A1a 59b 34.98 4.41 13 3/4 EHS A1b 59a 34.98 4.41 13 3/4 EHS A2 T3 25.44 3.66 14219.67 5/8 EHS A2 T3b 25.44 3.66 14 5/8 EHS A2a T3a 25.44 4.50 18 5/8 EHS A2a T3b 25.44 4.44 17 5/8 EHS A2b T3 25.44 4.44 17 5/8 EHS A2b T3a 25.44 4.50 18 5/8 EHS A2 T4 25.44 2.32 9275.80 5/8 EHS A2 T4b 25.44 2.32 9 5/8 EHS A2a T4a 25.44 3.25 13 5/8 EHS A2a T4b 25.44 3.25 13 5/8 EHS A2b T4 25.44 3.25 13 5/8 EHS A2b T4a 25.44 3.25 13 5/8 EHS

(1.2 + 0.2Sds) * DL + E Normal M2 A1 31 25.44 3.81 1580.00 5/8 EHS A1a 31b 25.44 3.91 15 5/8 EHS A1b 31a 25.44 3.91 15 5/8 EHS A1 59 34.98 4.05 12160.00 3/4 EHS A1a 59b 34.98 4.26 12 3/4 EHS A1b 59a 34.98 4.26 12 3/4 EHS A2 T3 25.44 3.74 15219.67 5/8 EHS A2 T3b 25.44 3.74 15 5/8 EHS A2a T3a 25.44 4.47 18 5/8 EHS A2a T3b 25.44 4.37 17 5/8 EHS A2b T3 25.44 4.37 17 5/8 EHS A2b T3a 25.44 4.47 18 5/8 EHS A2 T4 25.44 2.20 9275.80 5/8 EHS A2 T4b 25.44 2.20 9 5/8 EHS A2a T4a 25.44 3.37 13 5/8 EHS A2a T4b 25.44 3.32 13 5/8 EHS A2b T4 25.44 3.32 13 5/8 EHS A2b T4a 25.44 3.37 13 5/8 EHS

(1.2 + 0.2Sds) * DL + E 60 deg M1 A1 31 25.44 3.79 1580.00 5/8 EHS A1a 31b 25.44 4.04 16 5/8 EHS A1b 31a 25.44 3.79 15 5/8 EHS A1 59 34.98 3.99 11160.00 3/4 EHS A1a 59b 34.98 4.62 13 3/4 EHS A1b 59a 34.98 3.99 11 3/4 EHS A2 T3 25.44 3.92 15219.67 5/8 EHS A2 T3b 25.44 3.96 16 5/8 EHS A2a T3a 25.44 4.72 19 5/8 EHS A2a T3b 25.44 4.72 19 5/8 EHS A2b T3 25.44 3.92 15 5/8 EHS A2b T3a 25.44 3.96 16 5/8 EHS A2 T4 25.44 2.62 10275.80 5/8 EHS A2 T4b 25.44 2.62 10 5/8 EHS A2a T4a 25.44 3.56 14 5/8 EHS A2a T4b 25.44 3.56 14 5/8 EHS A2b T4 25.44 2.62 10 5/8 EHS A2b T4a 25.44 2.62 10 5/8 EHS

(1.2 + 0.2Sds) * DL + E 60 deg M2 A1 31 25.44 3.84 1580.00 5/8 EHS A1a 31b 25.44 3.95 16 5/8 EHS A1b 31a 25.44 3.84 15 5/8 EHS A1 59 34.98 4.12 12160.00 3/4 EHS

Page 30





A1a 59b 34.98 4.34 12 3/4 EHS A1b 59a 34.98 4.12 12 3/4 EHS A2 T3 25.44 3.94 16219.67 5/8 EHS A2 T3b 25.44 4.03 16 5/8 EHS A2a T3a 25.44 4.62 18 5/8 EHS A2a T3b 25.44 4.62 18 5/8 EHS A2b T3 25.44 3.94 16 5/8 EHS A2b T3a 25.44 4.03 16 5/8 EHS A2 T4 25.44 2.54 10275.80 5/8 EHS A2 T4b 25.44 2.57 10 5/8 EHS A2a T4a 25.44 3.73 15 5/8 EHS A2a T4b 25.44 3.73 15 5/8 EHS A2b T4 25.44 2.54 10 5/8 EHS A2b T4a 25.44 2.57 10 5/8 EHS



(1.2 + 0.2Sds) * DL + E 120 deg M1 A1 31 25.44 3.96 1680.00 5/8 EHS A1a 31b 25.44 3.96 16 5/8 EHS A1b 31a 25.44 3.71 15 5/8 EHS A1 59 34.98 4.41 13160.00 3/4 EHS A1a 59b 34.98 4.41 13 3/4 EHS A1b 59a 34.98 3.79 11 3/4 EHS

Page 31





A2 T3 25.44 4.44 17219.67 5/8 EHS A2 T3b 25.44 4.50 18 5/8 EHS A2a T3a 25.44 4.44 17 5/8 EHS A2a T3b 25.44 4.50 18 5/8 EHS A2b T3 25.44 3.66 14 5/8 EHS A2b T3a 25.44 3.66 14 5/8 EHS A2 T4 25.44 3.25 13275.80 5/8 EHS A2 T4b 25.44 3.25 13 5/8 EHS A2a T4a 25.44 3.25 13 5/8 EHS A2a T4b 25.44 3.25 13 5/8 EHS A2b T4 25.44 2.32 9 5/8 EHS A2b T4a 25.44 2.32 9 5/8 EHS



(1.2 + 0.2Sds) * DL + E 180 deg M2 A1 31 25.44 3.95 1680.00 5/8 EHS A1a 31b 25.44 3.84 15 5/8 EHS A1b 31a 25.44 3.84 15 5/8 EHS A1 59 34.98 4.34 12160.00 3/4 EHS A1a 59b 34.98 4.12 12 3/4 EHS A1b 59a 34.98 4.12 12 3/4 EHS A2 T3 25.44 4.62 18219.67 5/8 EHS A2 T3b 25.44 4.62 18 5/8 EHS

Page 32





A2a T3a 25.44 3.94 15 5/8 EHS A2a T3b 25.44 4.03 16 5/8 EHS A2b T3 25.44 4.03 16 5/8 EHS A2b T3a 25.44 3.94 15 5/8 EHS A2 T4 25.44 3.73 15275.80 5/8 EHS A2 T4b 25.44 3.73 15 5/8 EHS A2a T4a 25.44 2.54 10 5/8 EHS A2a T4b 25.44 2.57 10 5/8 EHS A2b T4 25.44 2.57 10 5/8 EHS A2b T4a 25.44 2.54 10 5/8 EHS



(1.2 + 0.2Sds) * DL + E 240 deg M1 A1 31 25.44 3.96 1680.00 5/8 EHS A1a 31b 25.44 3.71 15 5/8 EHS A1b 31a 25.44 3.96 16 5/8 EHS A1 59 34.98 4.41 13160.00 3/4 EHS A1a 59b 34.98 3.79 11 3/4 EHS A1b 59a 34.98 4.41 13 3/4 EHS A2 T3 25.44 4.50 18219.67 5/8 EHS A2 T3b 25.44 4.44 17 5/8 EHS A2a T3a 25.44 3.66 14 5/8 EHS A2a T3b 25.44 3.66 14 5/8 EHS

Page 33





A2b T3 25.44 4.50 18 5/8 EHS A2b T3a 25.44 4.44 17 5/8 EHS A2 T4 25.44 3.25 13275.80 5/8 EHS A2 T4b 25.44 3.25 13 5/8 EHS A2a T4a 25.44 2.32 9 5/8 EHS A2a T4b 25.44 2.32 9 5/8 EHS A2b T4 25.44 3.25 13 5/8 EHS A2b T4a 25.44 3.25 13 5/8 EHS



(1.2 + 0.2Sds) * DL + E 300 deg M2 A1 31 25.44 3.84 1580.00 5/8 EHS A1a 31b 25.44 3.84 15 5/8 EHS A1b 31a 25.44 3.95 16 5/8 EHS A1 59 34.98 4.12 12160.00 3/4 EHS A1a 59b 34.98 4.12 12 3/4 EHS A1b 59a 34.98 4.34 12 3/4 EHS A2 T3 25.44 4.03 16219.67 5/8 EHS A2 T3b 25.44 3.94 16 5/8 EHS A2a T3a 25.44 4.03 16 5/8 EHS A2a T3b 25.44 3.94 16 5/8 EHS A2b T3 25.44 4.62 18 5/8 EHS A2b T3a 25.44 4.62 18 5/8 EHS

Page 34





A2 T4 25.44 2.57 10275.80 5/8 EHS A2 T4b 25.44 2.54 10 5/8 EHS A2a T4a 25.44 2.57 10 5/8 EHS A2a T4b 25.44 2.54 10 5/8 EHS A2b T4 25.44 3.73 15 5/8 EHS A2b T4a 25.44 3.73 15 5/8 EHS



1.0D + 1.0W Service Normal A1 31 25.44 0.96 480.00 5/8 EHS A1a 31b 25.44 6.85 27 5/8 EHS A1b 31a 25.44 6.85 27 5/8 EHS A1 59 34.98 1.00 3160.00 3/4 EHS A1a 59b 34.98 7.69 22 3/4 EHS A1b 59a 34.98 7.69 22 3/4 EHS A2 T3 25.44 0.95 4219.67 5/8 EHS A2 T3b 25.44 0.95 4 5/8 EHS A2a T3a 25.44 6.01 24 5/8 EHS A2a T3b 25.44 6.23 24 5/8 EHS A2b T3 25.44 6.23 24 5/8 EHS A2b T3a 25.44 6.01 24 5/8 EHS A2 T4 25.44 0.24 1275.80 5/8 EHS A2 T4b 25.44 0.24 1 5/8 EHS

Page 35





A2a T4a 25.44 4.52 18 5/8 EHS A2a T4b 25.44 4.83 19 5/8 EHS A2b T4 25.44 4.83 19 5/8 EHS A2b T4a 25.44 4.52 18 5/8 EHS

1.0D + 1.0W Service 60 deg A1 31 25.44 2.29 980.00 5/8 EHS A1a 31b 25.44 7.95 31 5/8 EHS A1b 31a 25.44 2.29 9 5/8 EHS A1 59 34.98 2.54 7160.00 3/4 EHS A1a 59b 34.98 9.54 27 3/4 EHS A1b 59a 34.98 2.54 7 3/4 EHS A2 T3 25.44 2.93 11219.67 5/8 EHS A2 T3b 25.44 2.85 11 5/8 EHS A2a T3a 25.44 7.76 31 5/8 EHS A2a T3b 25.44 7.76 31 5/8 EHS A2b T3 25.44 2.93 11 5/8 EHS A2b T3a 25.44 2.85 11 5/8 EHS A2 T4 25.44 2.23 9275.80 5/8 EHS A2 T4b 25.44 2.06 8 5/8 EHS A2a T4a 25.44 6.42 25 5/8 EHS A2a T4b 25.44 6.42 25 5/8 EHS A2b T4 25.44 2.23 9 5/8 EHS A2b T4a 25.44 2.06 8 5/8 EHS


1.0D + 1.0W Service 120 deg A1 31 25.44 6.85 2780.00 5/8 EHS A1a 31b 25.44 6.85 27 5/8 EHS A1b 31a 25.44 0.96 4 5/8 EHS A1 59 34.98 7.69 22160.00 3/4 EHS A1a 59b 34.98 7.70 22 3/4 EHS A1b 59a 34.98 1.00 3 3/4 EHS A2 T3 25.44 6.23 24219.67 5/8 EHS A2 T3b 25.44 6.01 24 5/8 EHS A2a T3a 25.44 6.23 24 5/8 EHS A2a T3b 25.44 6.01 24 5/8 EHS A2b T3 25.44 0.95 4 5/8 EHS A2b T3a 25.44 0.95 4 5/8 EHS A2 T4 25.44 4.83 19275.80 5/8 EHS A2 T4b 25.44 4.52 18 5/8 EHS A2a T4a 25.44 4.83 19 5/8 EHS A2a T4b 25.44 4.51 18 5/8 EHS

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A2b T4 25.44 0.24 1 5/8 EHS A2b T4a 25.44 0.24 1 5/8 EHS




Page 37







Tension

Maximum Cable Forces Summary

Load CaseAnchor Node

Allow(kip) (kip)

Tower Node Use

%AppliedTensionElevation(ft) Cable

1.2D + 1.6W 90 deg A1a 31b 25.44 26.15 10380.00 5/8 EHS1.2D + 1.6W 90 deg A1a 59b 34.98 34.21 98160.00 3/4 EHS1.2D + 1.6W 90 deg A2a T3b 25.44 24.09 95219.66 5/8 EHS

Page 38





1.2D + 1.6W 90 deg A2a T4a 25.44 21.34 84275.80 5/8 EHS

Page 39





(deg)(ft)Elevation (ft)Deflection Sway(deg)Twist

Deflections and Rotations

Load Case Resultant(deg)95 mph Normal to Face with No Ice 2.791 1.2447219.67 0.0019 1.244795 mph Normal to Face with No Ice 2.946 1.1135228.07 0.0040 1.113595 mph Normal to Face with No Ice 3.183 1.3569240.00 0.0074 1.356995 mph Normal to Face with No Ice 3.424 1.1538251.93 0.0088 1.153895 mph Normal to Face with No Ice 3.593 1.1281260.33 0.0099 1.128195 mph Normal to Face with No Ice 3.906 2.1912275.80 0.0093 2.191295 mph Normal to Face with No Ice 4.094 1.2621284.20 0.0038 1.262195 mph Normal to Face with No Ice 4.455 1.4311300.00 0.0055 1.431195 mph 60 degree with No Ice 1.400 0.7992219.67 0.0055 0.799295 mph 60 degree with No Ice 1.490 0.6562228.07 0.0062 0.656295 mph 60 degree with No Ice 1.629 0.8372240.00 0.0076 0.837295 mph 60 degree with No Ice 1.767 0.6462251.93 0.0091 0.646295 mph 60 degree with No Ice 1.860 0.5989260.33 0.0100 0.599095 mph 60 degree with No Ice 2.030 1.1549275.80 0.0017 1.154995 mph 60 degree with No Ice 2.140 0.7261284.20 0.0053 0.726195 mph 60 degree with No Ice 2.354 0.9007300.00 0.0052 0.900795 mph 90 degree with No Ice 2.375 1.1012219.67 -0.0346 1.101795 mph 90 degree with No Ice 2.508 0.9586228.07 -0.0359 0.959295 mph 90 degree with No Ice 2.711 1.1557240.00 -0.0382 1.156895 mph 90 degree with No Ice 2.918 0.9848251.93 -0.0398 0.986295 mph 90 degree with No Ice 3.061 0.9546260.33 -0.0408 0.956495 mph 90 degree with No Ice 3.327 1.9065275.80 -0.0615 1.907495 mph 90 degree with No Ice 3.488 1.0810284.20 -0.0533 1.082895 mph 90 degree with No Ice 3.799 1.2353300.00 -0.0533 1.236995 mph 120 degree with No Ice 2.791 1.2446219.67 -0.0018 1.244695 mph 120 degree with No Ice 2.946 1.1132228.07 0.0001 1.113395 mph 120 degree with No Ice 3.183 1.3500240.00 0.0033 1.350095 mph 120 degree with No Ice 3.424 1.1535251.93 0.0059 1.153595 mph 120 degree with No Ice 3.593 1.1278260.33 0.0080 1.127895 mph 120 degree with No Ice 3.905 2.1908275.80 -0.0094 2.190895 mph 120 degree with No Ice 4.094 1.2617284.20 0.0037 1.261795 mph 120 degree with No Ice 4.455 1.4308300.00 0.0054 1.430895 mph 180 degree with No Ice 1.400 0.7993219.67 0.0032 0.799395 mph 180 degree with No Ice 1.490 0.6563228.07 0.0037 0.656395 mph 180 degree with No Ice 1.629 0.8437240.00 0.0049 0.843795 mph 180 degree with No Ice 1.767 0.6463251.93 0.0072 0.646395 mph 180 degree with No Ice 1.860 0.5990260.33 0.0087 0.599095 mph 180 degree with No Ice 2.030 1.1547275.80 0.0013 1.154795 mph 180 degree with No Ice 2.140 0.7262284.20 0.0050 0.726295 mph 180 degree with No Ice 2.354 0.9009300.00 0.0048 0.900995 mph 210 degree with No Ice 2.374 1.1013219.67 -0.0317 1.101795 mph 210 degree with No Ice 2.508 0.9587228.07 -0.0357 0.959295 mph 210 degree with No Ice 2.711 1.1609240.00 -0.0427 1.161895 mph 210 degree with No Ice 2.918 0.9849251.93 -0.0484 0.986195 mph 210 degree with No Ice 3.061 0.9547260.33 -0.0525 0.956495 mph 210 degree with No Ice 3.327 1.9067275.80 -0.0469 1.907695 mph 210 degree with No Ice 3.489 1.0812284.20 -0.0582 1.083095 mph 210 degree with No Ice 3.799 1.2355300.00 -0.0605 1.237195 mph 240 degree with No Ice 2.791 1.2446219.67 0.0050 1.244695 mph 240 degree with No Ice 2.946 1.1132228.07 0.0073 1.113395 mph 240 degree with No Ice 3.183 1.3500240.00 0.0110 1.350095 mph 240 degree with No Ice 3.424 1.1535251.93 0.0112 1.153595 mph 240 degree with No Ice 3.593 1.1278260.33 0.0115 1.127895 mph 240 degree with No Ice 3.905 2.1908275.80 0.0094 2.190895 mph 240 degree with No Ice 4.094 1.2617284.20 0.0039 1.2617

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95 mph 240 degree with No Ice 4.455 1.4308300.00 0.0056 1.430895 mph 300 degree with No Ice 1.400 0.7992219.67 -0.0055 0.799295 mph 300 degree with No Ice 1.490 0.6562228.07 -0.0062 0.656295 mph 300 degree with No Ice 1.629 0.8372240.00 -0.0076 0.837295 mph 300 degree with No Ice 1.767 0.6462251.93 -0.0091 0.646295 mph 300 degree with No Ice 1.860 0.5989260.33 -0.0100 0.599095 mph 300 degree with No Ice 2.030 1.1549275.80 -0.0017 1.154995 mph 300 degree with No Ice 2.140 0.7261284.20 -0.0053 0.726195 mph 300 degree with No Ice 2.354 0.9007300.00 -0.0052 0.900795 mph 330 degree with No Ice 2.374 1.1014219.67 -0.0435 1.102095 mph 330 degree with No Ice 2.508 0.9588228.07 -0.0464 0.959695 mph 330 degree with No Ice 2.711 1.1634240.00 -0.0522 1.164595 mph 330 degree with No Ice 2.918 0.9852251.93 -0.0568 0.986695 mph 330 degree with No Ice 3.061 0.9549260.33 -0.0602 0.956895 mph 330 degree with No Ice 3.328 1.9069275.80 -0.0609 1.907895 mph 330 degree with No Ice 3.489 1.0813284.20 -0.0629 1.083295 mph 330 degree with No Ice 3.799 1.2356300.00 -0.0635 1.237330 mph Normal with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.042030 mph Normal with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.025630 mph Normal with 0.75 in Radial Ice 0.145 0.0370240.00 0.0013 0.037030 mph Normal with 0.75 in Radial Ice 0.149 0.0195251.93 0.0015 0.019530 mph Normal with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.014930 mph Normal with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.793930 mph Normal with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.048230 mph Normal with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.039330 mph 60 deg with 0.75 in Radial Ice 0.149 0.0695219.67 0.0009 0.069530 mph 60 deg with 0.75 in Radial Ice 0.156 0.0590228.07 0.0010 0.059030 mph 60 deg with 0.75 in Radial Ice 0.168 0.0802240.00 0.0011 0.080230 mph 60 deg with 0.75 in Radial Ice 0.179 0.0566251.93 0.0013 0.056630 mph 60 deg with 0.75 in Radial Ice 0.187 0.0522260.33 0.0014 0.052230 mph 60 deg with 0.75 in Radial Ice 0.201 0.7871275.80 0.0010 0.787130 mph 60 deg with 0.75 in Radial Ice 0.210 0.0768284.20 0.0011 0.076830 mph 60 deg with 0.75 in Radial Ice 0.229 0.0814300.00 0.0011 0.081430 mph 90 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.058130 mph 90 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.047630 mph 90 deg with 0.75 in Radial Ice 0.155 0.0639240.00 0.0127 0.064830 mph 90 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.044630 mph 90 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.042630 mph 90 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.802230 mph 90 deg with 0.75 in Radial Ice 0.185 0.0644284.20 0.0150 0.066130 mph 90 deg with 0.75 in Radial Ice 0.198 0.0651300.00 0.0150 0.066430 mph 120 deg with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.041930 mph 120 deg with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.025630 mph 120 deg with 0.75 in Radial Ice 0.145 0.0362240.00 0.0013 0.036330 mph 120 deg with 0.75 in Radial Ice 0.149 0.0194251.93 0.0014 0.019530 mph 120 deg with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.014930 mph 120 deg with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.793930 mph 120 deg with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.048230 mph 120 deg with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.039330 mph 180 deg with 0.75 in Radial Ice 0.149 0.0695219.67 0.0009 0.069530 mph 180 deg with 0.75 in Radial Ice 0.156 0.0591228.07 0.0009 0.059130 mph 180 deg with 0.75 in Radial Ice 0.168 0.0812240.00 0.0011 0.081230 mph 180 deg with 0.75 in Radial Ice 0.179 0.0566251.93 0.0013 0.056630 mph 180 deg with 0.75 in Radial Ice 0.187 0.0522260.33 0.0014 0.052330 mph 180 deg with 0.75 in Radial Ice 0.201 0.7871275.80 0.0010 0.787130 mph 180 deg with 0.75 in Radial Ice 0.210 0.0768284.20 0.0010 0.076830 mph 180 deg with 0.75 in Radial Ice 0.229 0.0814300.00 0.0011 0.081430 mph 210 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.058130 mph 210 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.047630 mph 210 deg with 0.75 in Radial Ice 0.155 0.0650240.00 0.0127 0.065930 mph 210 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.044630 mph 210 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.0427

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30 mph 210 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.802330 mph 210 deg with 0.75 in Radial Ice 0.185 0.0645284.20 0.0150 0.066230 mph 210 deg with 0.75 in Radial Ice 0.198 0.0652300.00 0.0150 0.066430 mph 240 deg with 0.75 in Radial Ice 0.137 0.0419219.67 0.0010 0.041930 mph 240 deg with 0.75 in Radial Ice 0.140 0.0256228.07 0.0011 0.025630 mph 240 deg with 0.75 in Radial Ice 0.145 0.0362240.00 0.0013 0.036330 mph 240 deg with 0.75 in Radial Ice 0.149 0.0194251.93 0.0015 0.019530 mph 240 deg with 0.75 in Radial Ice 0.152 0.0149260.33 0.0016 0.014930 mph 240 deg with 0.75 in Radial Ice 0.155 0.7939275.80 0.0016 0.793930 mph 240 deg with 0.75 in Radial Ice 0.159 0.0482284.20 0.0013 0.048230 mph 240 deg with 0.75 in Radial Ice 0.167 0.0393300.00 0.0013 0.039330 mph 300 deg with 0.75 in Radial Ice 0.149 0.0695219.67 -0.0009 0.069530 mph 300 deg with 0.75 in Radial Ice 0.156 0.0590228.07 -0.0010 0.059030 mph 300 deg with 0.75 in Radial Ice 0.168 0.0802240.00 -0.0011 0.080230 mph 300 deg with 0.75 in Radial Ice 0.179 0.0566251.93 -0.0013 0.056630 mph 300 deg with 0.75 in Radial Ice 0.187 0.0522260.33 -0.0014 0.052230 mph 300 deg with 0.75 in Radial Ice 0.201 0.7871275.80 -0.0010 0.787130 mph 300 deg with 0.75 in Radial Ice 0.210 0.0768284.20 -0.0011 0.076830 mph 300 deg with 0.75 in Radial Ice 0.229 0.0814300.00 -0.0011 0.081430 mph 330 deg with 0.75 in Radial Ice 0.141 0.0573219.67 0.0114 0.058130 mph 330 deg with 0.75 in Radial Ice 0.147 0.0465228.07 0.0119 0.047630 mph 330 deg with 0.75 in Radial Ice 0.155 0.0646240.00 0.0127 0.065430 mph 330 deg with 0.75 in Radial Ice 0.163 0.0432251.93 0.0136 0.044630 mph 330 deg with 0.75 in Radial Ice 0.169 0.0402260.33 0.0143 0.042630 mph 330 deg with 0.75 in Radial Ice 0.178 0.8021275.80 0.0151 0.802230 mph 330 deg with 0.75 in Radial Ice 0.185 0.0644284.20 0.0150 0.066130 mph 330 deg with 0.75 in Radial Ice 0.198 0.0652300.00 0.0150 0.0664Seismic Normal M1 0.045 0.0532219.67 0.0000 0.0532Seismic Normal M1 0.052 0.0481228.07 0.0001 0.0481Seismic Normal M1 0.062 0.0569240.00 0.0001 0.0569Seismic Normal M1 0.073 0.0546251.93 0.0001 0.0546Seismic Normal M1 0.081 0.0581260.33 0.0001 0.0581Seismic Normal M1 0.096 0.3608275.80 0.0001 0.3608Seismic Normal M1 0.106 0.0726284.20 0.0000 0.0726Seismic Normal M1 0.124 0.0679300.00 0.0000 0.0679Seismic Normal M2 0.036 0.0695219.67 0.0001 0.0695Seismic Normal M2 0.046 0.0709228.07 0.0001 0.0709Seismic Normal M2 0.062 0.0888240.00 0.0001 0.0888Seismic Normal M2 0.079 0.0904251.93 0.0001 0.0904Seismic Normal M2 0.093 0.1007260.33 0.0001 0.1007Seismic Normal M2 0.119 0.4014275.80 0.0004 0.4014Seismic Normal M2 0.136 0.1171284.20 0.0001 0.1171Seismic Normal M2 0.167 0.1169300.00 0.0000 0.1169Seismic 60 deg M1 0.042 0.0469219.67 0.0000 0.0469Seismic 60 deg M1 0.048 0.0437228.07 0.0001 0.0437Seismic 60 deg M1 0.058 0.0530240.00 0.0001 0.0530Seismic 60 deg M1 0.067 0.0488251.93 0.0001 0.0488Seismic 60 deg M1 0.074 0.0502260.33 0.0001 0.0502Seismic 60 deg M1 0.088 0.3362275.80 0.0001 0.3362Seismic 60 deg M1 0.097 0.0622284.20 0.0000 0.0622Seismic 60 deg M1 0.113 0.0626300.00 0.0000 0.0626Seismic 60 deg M2 0.033 0.0600219.67 0.0001 0.0600Seismic 60 deg M2 0.041 0.0630228.07 0.0001 0.0630Seismic 60 deg M2 0.055 0.0805240.00 0.0001 0.0805Seismic 60 deg M2 0.071 0.0805251.93 0.0001 0.0805Seismic 60 deg M2 0.083 0.0869260.33 0.0001 0.0869Seismic 60 deg M2 0.107 0.3579275.80 -0.0003 0.3579Seismic 60 deg M2 0.122 0.1029284.20 0.0000 0.1029Seismic 60 deg M2 0.150 0.1072300.00 0.0000 0.1072Seismic 90 deg M1 0.044 0.0506219.67 0.0000 0.0506Seismic 90 deg M1 0.050 0.0460228.07 0.0000 0.0460Seismic 90 deg M1 0.060 0.0551240.00 0.0000 0.0551

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Seismic 90 deg M1 0.070 0.0518251.93 0.0000 0.0518Seismic 90 deg M1 0.078 0.0545260.33 0.0000 0.0545Seismic 90 deg M1 0.092 0.3536275.80 -0.0003 0.3536Seismic 90 deg M1 0.101 0.0686284.20 -0.0002 0.0686Seismic 90 deg M1 0.118 0.0655300.00 -0.0001 0.0655Seismic 90 deg M2 0.035 0.0658219.67 0.0000 0.0658Seismic 90 deg M2 0.044 0.0672228.07 0.0000 0.0672Seismic 90 deg M2 0.059 0.0846240.00 0.0000 0.0846Seismic 90 deg M2 0.076 0.0858251.93 0.0001 0.0858Seismic 90 deg M2 0.088 0.0947260.33 0.0001 0.0947Seismic 90 deg M2 0.113 0.3888275.80 -0.0005 0.3888Seismic 90 deg M2 0.129 0.1114284.20 -0.0001 0.1114Seismic 90 deg M2 0.159 0.1123300.00 -0.0001 0.1123Seismic 120 deg M1 0.045 0.0532219.67 0.0000 0.0532Seismic 120 deg M1 0.052 0.0481228.07 0.0001 0.0481Seismic 120 deg M1 0.062 0.0569240.00 0.0001 0.0569Seismic 120 deg M1 0.073 0.0546251.93 0.0001 0.0546Seismic 120 deg M1 0.081 0.0581260.33 0.0001 0.0581Seismic 120 deg M1 0.096 0.3608275.80 -0.0001 0.3608Seismic 120 deg M1 0.106 0.0726284.20 0.0000 0.0726Seismic 120 deg M1 0.124 0.0679300.00 0.0000 0.0679Seismic 120 deg M2 0.036 0.0693219.67 0.0000 0.0693Seismic 120 deg M2 0.046 0.0707228.07 0.0001 0.0707Seismic 120 deg M2 0.061 0.0885240.00 0.0001 0.0885Seismic 120 deg M2 0.079 0.0902251.93 0.0001 0.0902Seismic 120 deg M2 0.093 0.1005260.33 0.0001 0.1005Seismic 120 deg M2 0.119 0.4011275.80 -0.0004 0.4011Seismic 120 deg M2 0.136 0.1169284.20 -0.0001 0.1169Seismic 120 deg M2 0.167 0.1166300.00 0.0000 0.1166Seismic 180 deg M1 0.043 0.0472219.67 0.0001 0.0472Seismic 180 deg M1 0.048 0.0439228.07 0.0001 0.0439Seismic 180 deg M1 0.058 0.0533240.00 0.0001 0.0533Seismic 180 deg M1 0.068 0.0490251.93 0.0001 0.0490Seismic 180 deg M1 0.075 0.0504260.33 0.0001 0.0504Seismic 180 deg M1 0.088 0.3363275.80 0.0001 0.3363Seismic 180 deg M1 0.097 0.0625284.20 0.0000 0.0625Seismic 180 deg M1 0.113 0.0630300.00 0.0000 0.0630Seismic 180 deg M2 0.033 0.0602219.67 0.0001 0.0602Seismic 180 deg M2 0.041 0.0633228.07 0.0001 0.0633Seismic 180 deg M2 0.056 0.0808240.00 0.0001 0.0808Seismic 180 deg M2 0.071 0.0808251.93 0.0001 0.0808Seismic 180 deg M2 0.084 0.0873260.33 0.0001 0.0873Seismic 180 deg M2 0.107 0.3581275.80 0.0003 0.3581Seismic 180 deg M2 0.122 0.1033284.20 0.0000 0.1033Seismic 180 deg M2 0.150 0.1076300.00 0.0000 0.1076Seismic 210 deg M1 0.044 0.0506219.67 -0.0001 0.0506Seismic 210 deg M1 0.050 0.0460228.07 -0.0001 0.0460Seismic 210 deg M1 0.060 0.0550240.00 -0.0001 0.0551Seismic 210 deg M1 0.070 0.0518251.93 -0.0002 0.0518Seismic 210 deg M1 0.078 0.0545260.33 -0.0002 0.0545Seismic 210 deg M1 0.092 0.3536275.80 -0.0001 0.3536Seismic 210 deg M1 0.101 0.0686284.20 -0.0002 0.0686Seismic 210 deg M1 0.118 0.0655300.00 -0.0002 0.0655Seismic 210 deg M2 0.035 0.0658219.67 -0.0001 0.0658Seismic 210 deg M2 0.044 0.0672228.07 -0.0001 0.0672Seismic 210 deg M2 0.059 0.0846240.00 -0.0001 0.0846Seismic 210 deg M2 0.076 0.0858251.93 -0.0001 0.0858Seismic 210 deg M2 0.088 0.0947260.33 -0.0001 0.0947Seismic 210 deg M2 0.113 0.3888275.80 0.0001 0.3888Seismic 210 deg M2 0.129 0.1114284.20 -0.0001 0.1114Seismic 210 deg M2 0.159 0.1123300.00 -0.0001 0.1123Seismic 240 deg M1 0.045 0.0532219.67 0.0000 0.0532

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Seismic 240 deg M1 0.052 0.0481228.07 0.0001 0.0481Seismic 240 deg M1 0.062 0.0569240.00 0.0001 0.0569Seismic 240 deg M1 0.073 0.0546251.93 0.0001 0.0546Seismic 240 deg M1 0.081 0.0581260.33 0.0001 0.0581Seismic 240 deg M1 0.096 0.3608275.80 0.0001 0.3608Seismic 240 deg M1 0.106 0.0726284.20 0.0000 0.0726Seismic 240 deg M1 0.124 0.0679300.00 0.0000 0.0679Seismic 240 deg M2 0.036 0.0693219.67 0.0000 0.0693Seismic 240 deg M2 0.046 0.0707228.07 0.0001 0.0707Seismic 240 deg M2 0.061 0.0885240.00 0.0001 0.0885Seismic 240 deg M2 0.079 0.0902251.93 0.0001 0.0902Seismic 240 deg M2 0.093 0.1005260.33 0.0001 0.1005Seismic 240 deg M2 0.119 0.4011275.80 0.0004 0.4011Seismic 240 deg M2 0.136 0.1169284.20 0.0001 0.1169Seismic 240 deg M2 0.167 0.1166300.00 0.0000 0.1166Seismic 300 deg M1 0.042 0.0469219.67 0.0000 0.0469Seismic 300 deg M1 0.048 0.0437228.07 -0.0001 0.0437Seismic 300 deg M1 0.058 0.0530240.00 -0.0001 0.0530Seismic 300 deg M1 0.067 0.0488251.93 -0.0001 0.0488Seismic 300 deg M1 0.074 0.0502260.33 -0.0001 0.0502Seismic 300 deg M1 0.088 0.3362275.80 0.0001 0.3362Seismic 300 deg M1 0.097 0.0622284.20 0.0000 0.0622Seismic 300 deg M1 0.113 0.0626300.00 0.0000 0.0626Seismic 300 deg M2 0.033 0.0600219.67 0.0001 0.0600Seismic 300 deg M2 0.041 0.0630228.07 0.0001 0.0630Seismic 300 deg M2 0.055 0.0805240.00 0.0001 0.0805Seismic 300 deg M2 0.071 0.0805251.93 0.0001 0.0805Seismic 300 deg M2 0.083 0.0869260.33 0.0001 0.0869Seismic 300 deg M2 0.107 0.3579275.80 0.0003 0.3579Seismic 300 deg M2 0.122 0.1029284.20 0.0000 0.1029Seismic 300 deg M2 0.150 0.1072300.00 0.0000 0.1072Seismic 330 deg M1 0.044 0.0506219.67 -0.0001 0.0506Seismic 330 deg M1 0.050 0.0460228.07 -0.0001 0.0460Seismic 330 deg M1 0.060 0.0550240.00 -0.0001 0.0550Seismic 330 deg M1 0.070 0.0518251.93 -0.0002 0.0518Seismic 330 deg M1 0.078 0.0545260.33 -0.0002 0.0545Seismic 330 deg M1 0.092 0.3535275.80 -0.0001 0.3535Seismic 330 deg M1 0.101 0.0686284.20 -0.0002 0.0686Seismic 330 deg M1 0.118 0.0655300.00 -0.0002 0.0655Seismic 330 deg M2 0.035 0.0658219.67 -0.0001 0.0658Seismic 330 deg M2 0.044 0.0672228.07 -0.0001 0.0672Seismic 330 deg M2 0.059 0.0846240.00 -0.0001 0.0846Seismic 330 deg M2 0.076 0.0858251.93 -0.0001 0.0858Seismic 330 deg M2 0.088 0.0947260.33 -0.0002 0.0947Seismic 330 deg M2 0.113 0.3888275.80 0.0001 0.3888Seismic 330 deg M2 0.129 0.1114284.20 -0.0001 0.1114Seismic 330 deg M2 0.159 0.1123300.00 -0.0001 0.1123Serviceability - 60 mph Wind Normal 0.270 0.0885219.67 0.0001 0.0885Serviceability - 60 mph Wind Normal 0.276 0.0509228.07 0.0001 0.0509Serviceability - 60 mph Wind Normal 0.287 0.0903240.00 0.0004 0.0903Serviceability - 60 mph Wind Normal 0.297 0.0434251.93 0.0006 0.0434Serviceability - 60 mph Wind Normal 0.303 0.0292260.33 0.0008 0.0292Serviceability - 60 mph Wind Normal 0.314 0.3576275.80 0.0008 0.3576Serviceability - 60 mph Wind Normal 0.324 0.0666284.20 0.0006 0.0666Serviceability - 60 mph Wind Normal 0.345 0.1069300.00 0.0006 0.1069Serviceability - 60 mph Wind 60 deg 0.266 0.1596219.67 0.0003 0.1596Serviceability - 60 mph Wind 60 deg 0.283 0.1249228.07 0.0004 0.1249Serviceability - 60 mph Wind 60 deg 0.309 0.1695240.00 0.0006 0.1695Serviceability - 60 mph Wind 60 deg 0.336 0.1227251.93 0.0007 0.1227Serviceability - 60 mph Wind 60 deg 0.353 0.1107260.33 0.0008 0.1107Serviceability - 60 mph Wind 60 deg 0.385 0.4126275.80 0.0003 0.4126Serviceability - 60 mph Wind 60 deg 0.407 0.1457284.20 0.0004 0.1457

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Serviceability - 60 mph Wind 60 deg 0.450 0.1869300.00 0.0004 0.1869Serviceability - 60 mph Wind 90 deg 0.277 0.1516219.67 0.0184 0.1526Serviceability - 60 mph Wind 90 deg 0.292 0.1119228.07 0.0184 0.1133Serviceability - 60 mph Wind 90 deg 0.316 0.1524240.00 0.0185 0.1535Serviceability - 60 mph Wind 90 deg 0.339 0.1110251.93 0.0191 0.1125Serviceability - 60 mph Wind 90 deg 0.355 0.1014260.33 0.0196 0.1033Serviceability - 60 mph Wind 90 deg 0.384 0.4151275.80 0.0198 0.4156Serviceability - 60 mph Wind 90 deg 0.405 0.1363284.20 0.0199 0.1377Serviceability - 60 mph Wind 90 deg 0.445 0.1744300.00 0.0199 0.1755Serviceability - 60 mph Wind 120 deg 0.270 0.0884219.67 -0.0002 0.0884Serviceability - 60 mph Wind 120 deg 0.276 0.0509228.07 0.0000 0.0509Serviceability - 60 mph Wind 120 deg 0.287 0.0886240.00 0.0003 0.0886Serviceability - 60 mph Wind 120 deg 0.297 0.0433251.93 0.0006 0.0433Serviceability - 60 mph Wind 120 deg 0.303 0.0292260.33 0.0007 0.0292Serviceability - 60 mph Wind 120 deg 0.314 0.3576275.80 0.0008 0.3576Serviceability - 60 mph Wind 120 deg 0.324 0.0666284.20 0.0006 0.0666Serviceability - 60 mph Wind 120 deg 0.345 0.1068300.00 0.0006 0.1068Serviceability - 60 mph Wind 180 deg 0.266 0.1597219.67 0.0002 0.1597Serviceability - 60 mph Wind 180 deg 0.283 0.1250228.07 0.0003 0.1250Serviceability - 60 mph Wind 180 deg 0.310 0.1712240.00 0.0004 0.1712Serviceability - 60 mph Wind 180 deg 0.336 0.1228251.93 0.0006 0.1228Serviceability - 60 mph Wind 180 deg 0.353 0.1108260.33 0.0008 0.1108Serviceability - 60 mph Wind 180 deg 0.385 0.4127275.80 0.0003 0.4127Serviceability - 60 mph Wind 180 deg 0.407 0.1459284.20 0.0004 0.1459Serviceability - 60 mph Wind 180 deg 0.450 0.1871300.00 0.0004 0.1871Serviceability - 60 mph Wind 210 deg 0.277 0.1516219.67 0.0174 0.1525Serviceability - 60 mph Wind 210 deg 0.292 0.1119228.07 0.0175 0.1132Serviceability - 60 mph Wind 210 deg 0.316 0.1541240.00 0.0178 0.1552Serviceability - 60 mph Wind 210 deg 0.339 0.1110251.93 0.0187 0.1125Serviceability - 60 mph Wind 210 deg 0.355 0.1015260.33 0.0193 0.1033Serviceability - 60 mph Wind 210 deg 0.384 0.4151275.80 0.0198 0.4156Serviceability - 60 mph Wind 210 deg 0.405 0.1364284.20 0.0199 0.1377Serviceability - 60 mph Wind 210 deg 0.445 0.1745300.00 0.0199 0.1755Serviceability - 60 mph Wind 240 deg 0.270 0.0884219.67 0.0002 0.0884Serviceability - 60 mph Wind 240 deg 0.276 0.0509228.07 0.0001 0.0509Serviceability - 60 mph Wind 240 deg 0.287 0.0886240.00 0.0004 0.0886Serviceability - 60 mph Wind 240 deg 0.297 0.0433251.93 0.0006 0.0433Serviceability - 60 mph Wind 240 deg 0.303 0.0292260.33 0.0008 0.0292Serviceability - 60 mph Wind 240 deg 0.314 0.3576275.80 0.0008 0.3576Serviceability - 60 mph Wind 240 deg 0.324 0.0666284.20 0.0006 0.0666Serviceability - 60 mph Wind 240 deg 0.345 0.1068300.00 0.0006 0.1068Serviceability - 60 mph Wind 300 deg 0.266 0.1596219.67 -0.0003 0.1596Serviceability - 60 mph Wind 300 deg 0.283 0.1249228.07 -0.0004 0.1249Serviceability - 60 mph Wind 300 deg 0.309 0.1695240.00 -0.0006 0.1695Serviceability - 60 mph Wind 300 deg 0.336 0.1227251.93 -0.0007 0.1227Serviceability - 60 mph Wind 300 deg 0.353 0.1107260.33 -0.0008 0.1107Serviceability - 60 mph Wind 300 deg 0.385 0.4126275.80 -0.0003 0.4126Serviceability - 60 mph Wind 300 deg 0.407 0.1457284.20 -0.0004 0.1457Serviceability - 60 mph Wind 300 deg 0.450 0.1869300.00 -0.0004 0.1869Serviceability - 60 mph Wind 330 deg 0.277 0.1516219.67 0.0172 0.1525Serviceability - 60 mph Wind 330 deg 0.292 0.1119228.07 0.0173 0.1132Serviceability - 60 mph Wind 330 deg 0.316 0.1539240.00 0.0176 0.1549Serviceability - 60 mph Wind 330 deg 0.339 0.1110251.93 0.0186 0.1125Serviceability - 60 mph Wind 330 deg 0.355 0.1015260.33 0.0192 0.1033Serviceability - 60 mph Wind 330 deg 0.384 0.4152275.80 0.0198 0.4156Serviceability - 60 mph Wind 330 deg 0.405 0.1364284.20 0.0199 0.1377Serviceability - 60 mph Wind 330 deg 0.445 0.1745300.00 0.0199 0.1755

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