structural analysis reporttreefree.harnett.org/weblink/0/edoc/4724734/passing sa...240.0 240.0 3...

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

Structural Analysis ReportStructure : 300 ft Guyed Tower

ATC Site Name : Wests Pond NC, NC

ATC Site Number : 21272

Engineering Number : OAA691726_C3_05

Proposed Carrier : Verizon

Carrier Site Name : Anderson Creek

Carrier Site Number : 65498

Site Location : 723 LASTAR ROADBunnlevel, NC 28323-913735.282500, -78.908400

County : Harnett

Date : February 13, 2017

Max Usage : 94%

Result : Pass

Prepared By:David Chickering, E.I.Structural Engineer III

Reviewed By:

COA: P-1177

Eng. Number OAA691726_C3_05February 13, 2017


Table of Contents

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

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

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

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

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

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

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

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

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

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

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

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


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: BTopographic 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 4 Decibel DB810KE-XT253.0

253.0 6 Comsat PCSA065-19-2Sector Frames (7) 1 5/8" Coax

(4) 7/8" Coax Sprint 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 94% PassDiagonals 75% Pass

Horizontals 73% PassGuys 76% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Base Axial (kips) 244.7 330.3 258.2 78%Anchor 1 Uplift (kips) 86.4 116.6 84.2 72%Anchor 1 Shear (kips) 82.2 111.0 77.6 70%

* 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) (°)

Antel WWX063X19G00Ericsson RRUS-32240.0

Raycap RRFDC-3315-PF-48Verizon 0.259 0.020 0.141

*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 - 2017 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 - 11 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE12 SAU 36 ksi 4X3X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE13 DAE 36 ksi 2X2X0.25SAE 36 ksi 2X2X0.25PX 50 ksi 2-1/2" DIA PIPE14 - 15 SAE 36 ksi 1.5X1.5X0.1875PX 50 ksi 2-1/2" DIA PIPE16 DAL 36 ksi 3X2X0.25SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE17 SAE 36 ksi 1.75X1.75X0.1875PX 50 ksi 2-1/2" DIA PIPE18 SAE 36 ksi 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 Arms1Other253.00 Round Sector Frame3Mounting Frame253.00 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" Coax1




6.00 286.00 1 5/8" Coax126.00 253.00 7/8" Coax46.00 253.00 1 5/8" Coax16.00 253.00 1 5/8" Coax66.00 240.00 1 5/8" Fiber16.00 240.00 1 5/8" Coax126.00 228.00 1 5/8" Coax66.00 228.00 1 5/8" Coax6




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

-7.00180.00 0 83.26 77.50-2.00180.00 240 81.24 77.57-9.00180.00 120 84.21 77.59Global Base Foundation Design Loads

Horizontal (kip)Vertical (kip)258.17 2.90

2/13/2017 5:40:26 PM© 2007 - 2017 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_05

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:

IIB

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

1.06Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.054: 0.054TL

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 26.56 57 76300.0 Commscope SBNHH- 1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 26.56 117 48300.0 Commscope SBNHH- 4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 26.56 927 286300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 26.56 89 95300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 26.56 109 233300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 26.56 137 251300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 26.56 120 48300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 26.56 398 127300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 26.56 147 65300.0 Raycap DC6-48-60- 1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 26.56 18 46300.0 Raycap DC6-48-60- 1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 26.56 18 47300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 26.56 784 1296286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 26.20 31 29286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 26.20 677 259286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 26.20 30 43286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 26.20 774 1296276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 25.94 353 720253.0 Comsat PCSA065- 6 25 6.5 0.80 0.76 0.06.3 8.5 7.5 0.0 25.30 812 213253.0 Decibel DB810KE-XT 4 36 4.3 1.00 1.00 9.014.5 3.0 3.0 5442.6 25.56 605 207253.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 25.30 747 1296240.0 Antel BXA-70063- 3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 24.92 582 104240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 24.92 590 108240.0 Antel LPA- 3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 24.92 113 30240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 24.92 483 141240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 24.92 116 238240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 24.92 915 1728240.0 Raycap RRFDC-3315- 1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 24.92 38 46240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 90.6 25.01 30 27228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 24.56 556 104228.0 KMW ET-X-CW-45- 3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 24.56 820 324228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 24.56 9 6228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 24.56 201 648219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 24.28 495 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 2.65 7 188300.0 Commscope SBNHH- 1 0.80205 7.0 0.69 0.04.6 11.9 7.1 0.0 2.65 9 254300.0 Commscope SBNHH- 4 0.80335 13.2 0.70 0.08.0 11.9 7.1 0.0 2.65 67 1654300.0 Ericsson RRUS A2 3 0.8038 3.6 0.50 0.01.1 15.0 3.4 0.0 2.65 10 154300.0 Ericsson RRUS-11 3 0.80135 3.6 0.50 0.01.4 17.8 9.2 0.0 2.65 10 524300.0 Ericsson RRUS-12 B2 3 0.80145 4.4 0.50 0.01.7 18.5 7.5 0.0 2.65 12 562300.0 Kathrein 741 989 2 0.80102 4.1 0.66 0.04.3 6.1 2.7 0.0 2.65 10 252300.0 Kathrein 742 213 4 0.80145 6.5 0.67 0.06.4 6.1 2.7 0.0 2.65 31 719300.0 Powerwave Allgon 1 0.80253 9.3 0.63 0.04.5 17.4 6.5 0.0 2.65 11 314300.0 Raycap DC6-48-60- 1 0.8098 1.9 0.50 0.02.0 11.0 11.0 0.0 2.65 2 125300.0 Raycap DC6-48-60- 1 0.8057 2.2 0.50 0.02.0 11.0 11.0 0.0 2.65 2 77300.0 Round Sector Frame 3 0.75694 32.1 0.67 0.012.0 0.0 0.0 0.0 2.65 109 2713286.0 CCI TTA-815D 1 0.8073 3.3 0.50 0.01.3 14.0 6.0 0.0 2.61 3 93Page 3





Tower Loading286.0 Powerwave 6 0.80175 7.0 0.70 0.06.3 7.0 4.0 0.0 2.61 53 1305286.0 Powerwave 3 0.8027 1.4 0.50 0.00.9 6.7 2.7 0.0 2.61 4 104286.0 Round Sector Frame 3 0.75694 32.1 0.67 0.012.0 0.0 0.0 0.0 2.61 108 2713276.0 Torque Arms 1 1.00870 17.4 1.00 0.00.0 0.0 0.0 0.0 2.59 38 1164253.0 Comsat PCSA065- 6 0.80216 7.8 0.76 0.06.3 8.5 7.5 0.0 2.52 61 1594253.0 Decibel DB810KE-XT 4 1.00242 9.9 1.00 9.014.5 3.0 3.0 770.5 2.55 86 1195253.0 Round Sector Frame 3 0.75688 31.9 0.67 0.00.0 0.0 0.0 0.0 2.52 103 2692240.0 Antel BXA-70063- 3 0.80264 12.4 0.67 0.07.9 11.2 5.2 0.0 2.49 42 966240.0 Antel BXA-70080/8CF 3 0.80272 12.2 0.69 0.07.8 11.1 6.0 0.0 2.49 43 998240.0 Antel LPA- 3 0.8093 3.7 0.50 0.04.0 5.9 4.1 0.0 2.49 9 340240.0 Antel 3 0.80254 10.0 0.69 0.06.3 12.1 7.0 0.0 2.49 35 937240.0 Ericsson RRUS-32 3 0.80152 3.6 0.50 0.02.3 12.4 7.4 0.0 2.49 9 588240.0 Flat Light Sector 3 0.75715 33.7 0.67 0.012.0 0.0 0.0 0.0 2.49 107 2861240.0 Raycap RRFDC-3315- 1 0.80144 3.6 0.50 0.02.4 11.7 10.3 0.0 2.49 3 180240.0 RFS FD9R6004/1C-3L 6 0.8011 0.8 0.50 3.00.5 6.5 1.5 12.9 2.49 4 87228.0 Antel BXA-80063/8 3 0.80254 12.4 0.65 0.07.9 11.2 4.5 0.0 2.45 40 933228.0 KMW ET-X-CW-45- 3 0.80429 17.8 0.64 0.08.0 18.1 7.1 0.0 2.45 57 1600228.0 KMW 3 0.807 0.6 0.50 0.00.4 4.3 1.6 0.0 2.45 1 26228.0 Stand-off 3 0.75227 6.2 0.67 0.00.0 0.0 0.0 0.0 2.45 19 923219.0 Torque Arms 1 1.00862 25.9 1.00 0.00.0 0.0 0.0 0.0 2.42 53 1154

Totals 97 23478 964.6

(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 10.60 14 53300.0 Commscope SBNHH- 1 34 5.9 0.80 0.69 0.04.6 11.9 7.1 0.0 10.60 29 34300.0 Commscope SBNHH- 4 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 10.60 231 198300.0 Ericsson RRUS A2 3 22 2.1 0.80 0.50 0.01.1 15.0 3.4 0.0 10.60 22 66300.0 Ericsson RRUS-11 3 54 2.5 0.80 0.50 0.01.4 17.8 9.2 0.0 10.60 27 162300.0 Ericsson RRUS-12 B2 3 58 3.2 0.80 0.50 0.01.7 18.5 7.5 0.0 10.60 34 174300.0 Kathrein 741 989 2 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 10.60 30 33300.0 Kathrein 742 213 4 22 5.1 0.80 0.67 0.06.4 6.1 2.7 0.0 10.60 99 88300.0 Powerwave Allgon 1 45 8.1 0.80 0.63 0.04.5 17.4 6.5 0.0 10.60 37 45300.0 Raycap DC6-48-60- 1 32 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 10.60 5 32300.0 Raycap DC6-48-60- 1 33 1.3 0.80 0.50 0.02.0 11.0 11.0 0.0 10.60 5 33300.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 10.60 196 900286.0 CCI TTA-815D 1 20 2.2 0.80 0.50 0.01.3 14.0 6.0 0.0 10.45 8 20286.0 Powerwave 6 30 5.7 0.80 0.70 0.06.3 7.0 4.0 0.0 10.45 169 180286.0 Powerwave 3 10 0.7 0.80 0.50 0.00.9 6.7 2.7 0.0 10.45 7 30286.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.012.0 0.0 0.0 0.0 10.45 193 900276.0 Torque Arms 1 500 10.0 1.00 1.00 0.00.0 0.0 0.0 0.0 10.35 88 500253.0 Comsat PCSA065- 6 25 6.5 0.80 0.76 0.06.3 8.5 7.5 0.0 10.09 202 148253.0 Decibel DB810KE-XT 4 36 4.3 1.00 1.00 9.014.5 3.0 3.0 1356.9 10.19 151 144253.0 Round Sector Frame 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 10.09 186 900240.0 Antel BXA-70063- 3 24 10.7 0.80 0.67 0.07.9 11.2 5.2 0.0 9.94 145 72240.0 Antel BXA-70080/8CF 3 25 10.5 0.80 0.69 0.07.8 11.1 6.0 0.0 9.94 147 75240.0 Antel LPA- 3 7 2.8 0.80 0.50 0.04.0 5.9 4.1 0.0 9.94 28 21240.0 Antel 3 33 8.6 0.80 0.69 0.06.3 12.1 7.0 0.0 9.94 120 98240.0 Ericsson RRUS-32 3 55 2.8 0.80 0.50 0.02.3 12.4 7.4 0.0 9.94 29 165240.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.012.0 0.0 0.0 0.0 9.94 228 1200240.0 Raycap RRFDC-3315- 1 32 2.8 0.80 0.50 0.02.4 11.7 10.3 0.0 9.94 9 32240.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 3.00.5 6.5 1.5 22.6 9.98 8 19228.0 Antel BXA-80063/8 3 24 10.7 0.80 0.65 0.07.9 11.2 4.5 0.0 9.80 139 72228.0 KMW ET-X-CW-45- 3 75 16.0 0.80 0.64 0.08.0 18.1 7.1 0.0 9.80 204 225Page 4





Tower Loading228.0 KMW 3 1 0.2 0.80 0.50 0.00.4 4.3 1.6 0.0 9.80 2 4228.0 Stand-off 3 150 4.0 0.75 0.67 0.00.0 0.0 0.0 0.0 9.80 50 450219.0 Torque Arms 1 500 15.0 1.00 1.00 0.00.0 0.0 0.0 0.0 9.68 123 500

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 0.00 1.00 0.00N6.00 300.0 2 1/4" Coax 8 2.38 1.12 2 Block50 0.00 0.00 1.00 0.00N6.00 300.0 2 1/4" Coax 4 2.38 1.12 2 Individual0 0.00 1.00 1.00 0.00N6.00 300.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.00N6.00 286.0 1 5/8" Coax 12 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N6.00 286.0 7/8" Coax 1 1.09 0.33 3 Individual0 0.00 1.00 1.00 0.00N6.00 253.0 1 5/8" Coax 6 1.98 1.04 3 Block50 0.00 0.00 1.00 0.00N6.00 253.0 1 5/8" Coax 1 1.98 1.04 3 Individual0 0.00 1.00 1.00 0.01N6.00 253.0 7/8" Coax 4 1.09 0.33 3 Individual0 0.00 1.00 1.00 0.00N6.00 240.0 1 5/8" Coax 12 1.98 1.04 1 Block50 0.00 0.00 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 6 1.98 0.82 3 Block50 0.00 0.00 1.00 0.00N6.00 228.0 1 5/8" Coax 6 1.98 0.82 2 Block50 0.00 0.00 1.00 0.00N

Page 6





Section Forces

Section (ft)Elev. Q (sf)A A(sf) (sf)Ice A e C D D (sf)A EPA(sf) (sf)EPA Wt.(lb) (lb)Ice Wt. F(lb) (lb)F Force(lb)

LoadCase 1.2D + 1.6W Normal 95 mph Normal to Face with No Ice

T

Gust Response Factor (Gh): Wind Importance Factor (Iw) : 1.00

0.85

(psf) (in)z f r r f f r iz e a ai st a

18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 135217 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 28516 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 119015 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 124714 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 121813 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 67112 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 93311 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 115310 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 11179 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 13178 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 11027 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 10516 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 9925 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 10494 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 8393 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 7252 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 4331 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 28335175 0 52257


LoadCase 1.2D + 1.6W 60 deg 95 mph 60 degree with No Ice

T


0.85


18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 118717 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 25016 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 103115 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 109914 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 107313 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 57412 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 80111 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 101610 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 9849 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 11568 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 9827 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 9376 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 8845 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 9214 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 7483 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 6462 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 3861 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 25035175 0 50228

Page 7





Section Forces



T


0.85


18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 122817 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 25816 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 107115 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 113614 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 110913 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 59812 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 83411 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 105010 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 10189 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 11968 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 10127 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 9656 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 9115 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 9534 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 7703 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 6662 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 3981 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 25935175 0 50735



T


0.85


18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 135217 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 28516 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 119015 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 124714 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 121813 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 67112 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 93311 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 115310 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 11179 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 13178 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 11027 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 10516 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 9925 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 10494 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 8393 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 7252 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 4331 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 28335175 0 52257

Page 8





Section Forces



T


0.85


18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 118717 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 25016 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 103115 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 109914 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 107313 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 57412 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 80111 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 101610 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 9849 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 11568 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 9827 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 9376 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 8845 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 9214 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 7483 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 6462 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 3861 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 25035175 0 50228



T


0.85


18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 122817 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 25816 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 107115 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 113614 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 110913 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 59812 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 83411 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 105010 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 10189 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 11968 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 10127 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 9656 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 9115 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 9534 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 7703 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 6662 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 3981 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 25935175 0 50735

Page 9





Section Forces



T


0.85


18 290.0 26.31 1221 257314.040.01.001.002.690.170.009.588.57 014350.0041.80 135217 277.9 25.99 353 6373.000.01.001.002.680.170.002.011.85 03430.0011.95 28516 267.9 25.72 1313 250313.020.01.001.002.610.190.007.578.67 014620.0044.98 119015 250.0 25.22 1945 319213.400.01.001.002.710.170.009.587.94 017170.0070.24 124714 230.0 24.62 2902 412013.400.01.001.002.710.170.009.587.94 022220.00107.84 121813 215.9 24.18 1291 19628.160.01.001.002.500.230.003.865.92 013110.0048.28 67112 205.9 23.86 1885 281811.340.01.001.002.540.220.005.728.03 017080.0071.43 93311 190.0 23.31 3087 424013.400.01.001.002.710.170.009.587.94 023640.00119.72 115310 170.0 22.58 2991 410713.400.01.001.002.710.170.009.587.94 023640.00119.72 11179 150.0 21.79 2886 420217.310.01.001.002.570.210.0011.6710.59 027750.00119.72 13178 130.0 20.92 2770 387214.610.01.001.002.650.180.0011.677.94 024200.00119.72 11027 110.0 19.94 2641 369214.610.01.001.002.650.180.0011.677.94 024200.00119.72 10516 90.00 18.83 2494 348614.610.01.001.002.650.180.0011.677.94 025500.00119.72 9925 70.00 17.53 2321 337017.090.01.001.002.570.210.0011.6710.38 027570.00119.72 10494 50.00 15.92 2108 294714.610.01.001.002.650.180.0011.677.94 024200.00119.72 8393 30.00 13.76 1822 254714.610.01.001.002.650.180.0011.677.94 024200.00119.72 7252 14.00 13.75 1092 15258.730.01.001.002.650.180.007.004.73 014510.0071.83 4331 4.00 13.75 180 4627.380.01.001.002.050.410.004.974.20 010350.0011.97 28335175 0 52257



T


0.85


18 290.0 26.31 1221 240812.320.01.000.802.690.170.009.588.57 014350.0041.80 118717 277.9 25.99 353 6022.630.01.000.802.680.170.002.011.85 03430.0011.95 25016 267.9 25.72 1313 234511.280.01.000.802.610.190.007.578.67 014620.0044.98 103115 250.0 25.22 1945 304511.810.01.000.802.710.170.009.587.94 017170.0070.24 109914 230.0 24.62 2902 397611.810.01.000.802.710.170.009.587.94 022220.00107.84 107313 215.9 24.18 1291 18656.980.01.000.802.500.230.003.865.92 013110.0048.28 57412 205.9 23.86 1885 26869.730.01.000.802.540.220.005.728.03 017080.0071.43 80111 190.0 23.31 3087 410311.810.01.000.802.710.170.009.587.94 023640.00119.72 101610 170.0 22.58 2991 397511.810.01.000.802.710.170.009.587.94 023640.00119.72 9849 150.0 21.79 2886 404115.190.01.000.802.570.210.0011.6710.59 027750.00119.72 11568 130.0 20.92 2770 375213.030.01.000.802.650.180.0011.677.94 024200.00119.72 9827 110.0 19.94 2641 357713.030.01.000.802.650.180.0011.677.94 024200.00119.72 9376 90.00 18.83 2494 337813.030.01.000.802.650.180.0011.677.94 025500.00119.72 8845 70.00 17.53 2321 324215.020.01.000.802.570.210.0011.6710.38 027570.00119.72 9214 50.00 15.92 2108 285613.030.01.000.802.650.180.0011.677.94 024200.00119.72 7483 30.00 13.76 1822 246813.030.01.000.802.650.180.0011.677.94 024200.00119.72 6462 14.00 13.75 1092 14787.780.01.000.802.650.180.007.004.73 014510.0071.83 3861 4.00 13.75 180 4306.540.01.000.802.050.410.004.974.20 010350.0011.97 25035175 0 50228

Page 10





Section Forces



T


0.85


18 290.0 26.31 1221 244912.750.01.000.852.690.170.009.588.57 014350.0041.80 122817 277.9 25.99 353 6112.720.01.000.852.680.170.002.011.85 03430.0011.95 25816 267.9 25.72 1313 238411.720.01.000.852.610.190.007.578.67 014620.0044.98 107115 250.0 25.22 1945 308212.210.01.000.852.710.170.009.587.94 017170.0070.24 113614 230.0 24.62 2902 401212.210.01.000.852.710.170.009.587.94 022220.00107.84 110913 215.9 24.18 1291 18897.270.01.000.852.500.230.003.865.92 013110.0048.28 59812 205.9 23.86 1885 271910.130.01.000.852.540.220.005.728.03 017080.0071.43 83411 190.0 23.31 3087 413812.210.01.000.852.710.170.009.587.94 023640.00119.72 105010 170.0 22.58 2991 400812.210.01.000.852.710.170.009.587.94 023640.00119.72 10189 150.0 21.79 2886 408215.720.01.000.852.570.210.0011.6710.59 027750.00119.72 11968 130.0 20.92 2770 378213.420.01.000.852.650.180.0011.677.94 024200.00119.72 10127 110.0 19.94 2641 360613.420.01.000.852.650.180.0011.677.94 024200.00119.72 9656 90.00 18.83 2494 340513.420.01.000.852.650.180.0011.677.94 025500.00119.72 9115 70.00 17.53 2321 327415.540.01.000.852.570.210.0011.6710.38 027570.00119.72 9534 50.00 15.92 2108 287913.420.01.000.852.650.180.0011.677.94 024200.00119.72 7703 30.00 13.76 1822 248813.420.01.000.852.650.180.0011.677.94 024200.00119.72 6662 14.00 13.75 1092 14908.020.01.000.852.650.180.007.004.73 014510.0071.83 3981 4.00 13.75 180 4386.750.01.000.852.050.410.004.974.20 010350.0011.97 25935175 0 50735


LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.75 in Radial Ice

T

Gust Response Factor (Gh): Wind Importance Factor (Iw) :

Ice Importance Factor :1.00

1.00Ice Dead Load Factor :0.85 1.00


18 290.0 2.62 141 30437.431.91.001.001.950.4633.7443.328.57 4102553739.1556.09 16317 277.9 2.59 39 727.451.91.001.001.990.446.538.541.85 96213059.0915.85 3316 267.9 2.56 133 26732.131.81.001.001.910.4926.9734.548.67 3928539034.1059.60 13415 250.0 2.51 229 37834.971.81.001.001.990.4431.7041.287.94 5183690062.7592.58 14914 230.0 2.46 317 46234.751.81.001.001.990.4431.4341.027.94 6636885978.93143.05 14513 215.9 2.41 108 18319.931.81.001.001.830.5615.5819.445.92 3370468131.6365.31 7512 205.9 2.38 177 27525.861.81.001.001.890.5120.1325.858.03 4553626146.5896.52 9911 190.0 2.32 332 46334.271.81.001.002.000.4330.8440.427.94 6969933377.44161.41 136 **10 170.0 2.25 322 44834.001.81.001.002.010.4330.5040.087.94 6869923376.58160.95 131 **9 150.0 2.17 282 42439.831.71.001.001.930.4831.7043.3710.59 7213998975.63160.44 1428 130.0 2.09 290 41434.981.71.001.001.990.4429.6941.367.94 6715913574.55159.86 1247 110.0 1.99 277 39434.581.71.001.002.000.4329.2040.867.94 6573899373.32159.19 1176 90.00 1.88 261 37134.111.71.001.002.010.4328.6240.287.94 6407895771.86158.41 1095 70.00 1.75 228 33837.611.61.001.001.960.4629.3841.0410.38 6529928670.08157.45 1094 50.00 1.59 220 31032.821.61.001.002.030.4226.9838.657.94 5949836967.76156.20 903 30.00 1.37 190 26631.771.51.001.002.050.4125.6437.317.94 5583800364.38154.38 762 14.00 1.37 112 15618.101.41.001.002.090.3914.1821.184.73 3047449835.8091.10 441 4.00 1.37 11 3712.561.21.001.001.790.636.0010.964.20 82818635.2614.81 26** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5561

Page 11





Section Forces


LoadCase 1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.75 in Radial Ice

T





18 290.0 2.62 141 29635.721.91.000.801.950.4633.7443.328.57 4102553739.1556.09 15517 277.9 2.59 39 707.081.91.000.801.990.446.538.541.85 96213059.0915.85 3116 267.9 2.56 133 26030.401.81.000.801.910.4926.9734.548.67 3928539034.1059.60 12715 250.0 2.51 229 37133.381.81.000.801.990.4431.7041.287.94 5183690062.7592.58 14214 230.0 2.46 317 45533.171.81.000.801.990.4431.4341.027.94 6636885978.93143.05 13813 215.9 2.41 108 17818.751.81.000.801.830.5615.5819.445.92 3370468131.6365.31 7012 205.9 2.38 177 26924.251.81.000.801.890.5120.1325.858.03 4553626146.5896.52 9311 190.0 2.32 332 46132.681.81.000.802.000.4330.8440.427.94 6969933377.44161.41 12910 170.0 2.25 322 44632.411.81.000.802.010.4330.5040.087.94 6869923376.58160.95 1249 150.0 2.17 282 41637.711.71.000.801.930.4831.7043.3710.59 7213998975.63160.44 1348 130.0 2.09 290 40833.391.71.000.801.990.4429.6941.367.94 6715913574.55159.86 1187 110.0 1.99 277 38832.991.71.000.802.000.4329.2040.867.94 6573899373.32159.19 1126 90.00 1.88 261 36532.531.71.000.802.010.4328.6240.287.94 6407895771.86158.41 1045 70.00 1.75 228 33235.541.61.000.801.960.4629.3841.0410.38 6529928670.08157.45 1034 50.00 1.59 220 30631.231.61.000.802.030.4226.9838.657.94 5949836967.76156.20 863 30.00 1.37 190 26230.181.51.000.802.050.4125.6437.317.94 5583800364.38154.38 722 14.00 1.37 112 15417.151.41.000.802.090.3914.1821.184.73 3047449835.8091.10 421 4.00 1.37 11 3511.721.21.000.801.790.636.0010.964.20 82818635.2614.81 24** = Section Force Exceeds Solidity Ratio Criteria 126592 91417 5476



T






Page 12





Section Forces



T








T






Page 13





Section Forces



T








T






Page 14





Section Forces



T








T






Page 15





Section Forces


LoadCase 1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal

T


0.85




LoadCase 1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg

T


0.85



Page 16





Section Forces



T


0.85





T


0.85



Page 17





Section Forces



T


0.85





T


0.85



Page 18





Section Forces



T


0.85





T


0.85



Page 19





Section Forces



T


0.85



Page 20





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

0.200.09

81.001.602.402.500.210.140.050.050.03

1.301.28

36.882.60

1):

d1):

kk

1.06

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

e):

s):

ds):

a:v:

s):ss:s:

- Seconds):L

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

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

vxz

18 1,4850.0631,705,271,196 163290.0017 3550.014385,897286 37277.9016 1,5140.0581,570,341,219 150267.9015 1,7780.0621,687,831,431 161250.0014 2,3000.0721,962,721,852 187230.0013 1,3570.0391,068,001,092 102215.9712 1,7680.0481,309,631,423 125205.9711 2,4470.0601,634,611,970 156190.0010 2,4470.0521,417,551,970 135170.009 2,8730.0521,417,822,313 135150.008 2,5050.0381,029,162,017 98130.007 2,5050.030830,9052,017 79110.006 2,6400.025677,1872,125 6590.005 2,8540.019530,6232,298 5170.004 2,5050.011302,6402,017 2950.003 2,5050.006157,3072,017 1530.002 1,5010.00135,5221,209 314.001 1,0710.0005,093862 04.00Andrew E15S09P80 660.00378,65053 7300.00Commscope SBNHH-1D65A 420.00249,90134 5300.00Commscope SBNHH-1D65C 2460.011295,534198 28300.00Ericsson RRUS A2 Module 820.00498,31366 9300.00Ericsson RRUS-11 800 MHz 2010.009241,313162 23300.00Ericsson RRUS-12 B2 2160.010259,188174 25300.00

Page 21





Equivalent Lateral Force MethodKathrein 741 989 410.00249,15633 5300.00Kathrein 742 213 1090.005131,08388 12300.00Powerwave Allgon P45-16-XLH-RR 560.00267,03145 6300.00Raycap DC6-48-60-18-8F 390.00247,36932 5300.00Raycap DC6-48-60-18-8F 410.00248,85833 5300.00Round Sector Frame 1,1180.0491,340,62900 128300.00CCI TTA-815D 250.00128,02320 3286.00Powerwave 7745.00A 2240.009252,204180 24286.00Powerwave LGP186nn 370.00241,61430 4286.00Round Sector Frame 1,1180.0461,261,01900 120286.00Torque Arms 6210.025669,344500 64276.00Comsat PCSA065-19-2 1830.006176,750148 17253.00Decibel DB810KE-XT 1790.006172,439144 16253.00Round Sector Frame 1,1180.0401,077,74900 103253.00Antel BXA-70063-8CF-EDIN-2 890.00380,58672 8240.00Antel BXA-70080/8CF 930.00383,94475 8240.00Antel LPA-185090/8CF-2 260.00123,50421 2240.00Antel WWX063X19G00 1220.004109,79998 10240.00Ericsson RRUS-32 2050.007185,013165 18240.00Flat Light Sector Frame 1,4900.0491,343,101,200 128240.00Raycap RRFDC-3315-PF-48 400.00135,81632 3240.00RFS FD9R6004/1C-3L 230.00120,81819 2240.00Antel BXA-80063/8 890.00375,46272 7228.00KMW ET-X-CW-45-19-iR-AT 2790.009235,817225 22228.00KMW KASCTPR82008 50.0004,0884 0228.00Stand-off 5590.017471,635450 45228.00Torque Arms 6210.018497,690500 47219.00

36,884 27,281,581 1.000 2,601 45,811

Page 22





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

1.301.06

1):

d1 ):ds ):

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

e):a:v:

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

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

Above Baseaz

18 1,4850.3860.9201.3891.7661,196 240290.0017 3550.3030.7000.8481.622286 45277.9016 1,5140.2450.5510.5191.5071,219 155267.9015 1,7780.1650.3470.1381.3121,431 123250.0014 2,3000.1070.194-0.0641.1111,852 103230.0013 1,3570.0840.121-0.1140.9791,092 48215.9712 1,7680.0740.084-0.1220.8911,423 55205.9711 2,4470.0660.043-0.1030.7581,970 68190.0010 2,4470.0630.015-0.0550.6071,970 65170.009 2,8730.0620.006-0.0060.4722,313 74150.008 2,5050.0580.0080.0310.3552,017 61130.007 2,5050.0510.0170.0550.2542,017 54110.006 2,6400.0430.0270.0660.1702,125 4890.005 2,8540.0350.0370.0710.1032,298 4270.004 2,5050.0290.0420.0710.0532,017 3050.003 2,5050.0220.0370.0630.0192,017 2330.002 1,5010.0140.0230.0420.0041,209 914.001 1,0710.0050.0080.0150.000862 24.00Andrew E15S09P80 660.4661.1401.9801.89053 13300.00Commscope SBNHH-1D65A 420.4661.1401.9801.89034 8300.00Commscope SBNHH-1D65C 2460.4661.1401.9801.890198 48300.00Ericsson RRUS A2 Module 820.4661.1401.9801.89066 16300.00Ericsson RRUS-11 800 MHz 2010.4661.1401.9801.890162 39300.00Ericsson RRUS-12 B2 2160.4661.1401.9801.890174 42300.00Kathrein 741 989 410.4661.1401.9801.89033 8300.00Kathrein 742 213 1090.4661.1401.9801.89088 21300.00Powerwave Allgon P45-16-XLH- 560.4661.1401.9801.89045 11300.00Raycap DC6-48-60-18-8F 390.4661.1401.9801.89032 8300.00Raycap DC6-48-60-18-8F 410.4661.1401.9801.89033 8300.00Round Sector Frame 1,1180.4661.1401.9801.890900 218300.00CCI TTA-815D 250.3570.8421.1911.71820 4286.00Powerwave 7745.00A 2240.3570.8421.1911.718180 33286.00Powerwave LGP186nn 370.3570.8421.1911.71830 6286.00Round Sector Frame 1,1180.3570.8421.1911.718900 167286.00Torque Arms 6210.2910.6700.7781.600500 76276.00Comsat PCSA065-19-2 1830.1760.3770.1861.344148 14253.00Decibel DB810KE-XT 1790.1760.3770.1861.344144 13253.00Round Sector Frame 1,1180.1760.3770.1861.344900 82253.00Antel BXA-70063-8CF-EDIN-2 890.1320.2620.0141.21072 5240.00Page 23





Equivalent Modal Analysis MethodAntel BXA-70080/8CF 930.1320.2620.0141.21075 5240.00Antel LPA-185090/8CF-2 260.1320.2620.0141.21021 1240.00Antel WWX063X19G00 1220.1320.2620.0141.21098 7240.00Ericsson RRUS-32 2050.1320.2620.0141.210165 11240.00Flat Light Sector Frame 1,4900.1320.2620.0141.2101,200 82240.00Raycap RRFDC-3315-PF-48 400.1320.2620.0141.21032 2240.00RFS FD9R6004/1C-3L 230.1320.2620.0141.21019 1240.00Antel BXA-80063/8 890.1030.182-0.0741.09272 4228.00KMW ET-X-CW-45-19-iR-AT 2790.1030.182-0.0741.092225 12228.00KMW KASCTPR82008 50.1030.182-0.0741.0924 0228.00Stand-off 5590.1030.182-0.0741.092450 24228.00Torque Arms 6210.0880.135-0.1081.007500 23219.00

36,884 62.218 32.408 24.987 11.210 2,258 45,811

Page 24





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

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

0.00-0.13-91.96 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 70 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 - 4X4X0.5 0.0018.350.00 1.2D + 1.0Di + 0360 0580 0.00000

0.00121.50 000 0.000.000.00 0.000.000.00 0150 Member

Controls%Use(kip)phiRnBear(kip)phiRnvShear

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

0.000.00

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

DIAGHORIZLEG PX - 3" DIA PIPESAE - 1.5X1.5X0.125 -1.780.00-85.96 1.2D + 1.0Di +

1.2D + 1.6W 90 6.3010.0003.78 100050 500100 100 39.8 50.0 121.04 0 0 0.00 0.00 71 Member X

Member Z366.967.95114.9436.0127.7500 0.0 0.0 0.00 0 0 0.00 0.00 0Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEGSAE - 1.5X1.5X0.125 1.490.000.00

1.2D + 1.6W 90 3600 0058 9.20

0010.000.00 001 7.950.000.00 0.000.004.72 31

00Bolt Bear



0.004.92

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


1.2D + 1.6W 6.3540.0003.87 100050 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 71 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


1.2D + 1.6W 90 3600 0058 9.20

0010.000.00 001 7.950.000.00 0.000.004.72 19

00Bolt Bear



0.004.92

Page 25





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


1.2D + 1.6W 90 6.3540.0003.87 100050 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 69 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEGSAE - 1.5X1.5X0.125 1.33

0.000.001.2D + 1.6W 90 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.72 280

0Bolt Bear



0.004.92

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

DIAGHORIZLEG PX - 3" DIA PIPE

SAE - 1.75X1.75X0.18 -2.770.00-79.38 1.2D + 1.0Di +

1.2D + 1.6W 90 6.3950.0003.93 1000

50 500100 100 41.4 50.0 119.89 0 0 0.00 0.00 66 Member X

Member Z2713.0512.431110.1636.0113.9500 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 - 2.5X2X0.25SAE - 1.75X1.75X0.18 2.769.240.00 1.2D + 1.6W 240 1.2D + 1.6W 90 36360 05858 15.67021

0.0055.22 021 12.4335.780.00 0.0028.788.94 32320 Bolt BearBlk Shear



31.228.52

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


SAE - 1.5X1.5X0.1875 -3.030.00-71.43 1.2D + 1.0Di +

1.2D + 1.6W 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 59 Member X

Member Z4310.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0

Max Compression Member (kip)Pu Load Case (ft)Len XBracing %Y Z KL/R (ksi)F'y Phic Pn(kip) BoltsNum NumHoles (kip)phiRnvShear BearphiRn(kip) %Use Controls


1.2D + 1.6W 90 3600 0058 13.47

0010.000.00 001 7.950.000.00 0.000.007.09 340

0Bolt Bear



0.007.38

Page 26





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


1.2D + 1.6W 90 6.3540.0003.87 100050 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 58 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 90 36

00 0058 9.20

001

0.000.00 001 7.95

0.000.00 0.000.004.72 240

0Bolt Bear



0.004.92

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


SAE - 1.5X1.5X0.125 -1.610.00-67.44 1.2D + 1.0Di +

1.2D + 1.6W 6.3540.0003.87 1000

50 500100 100 40.7 50.0 120.39 0 0 0.00 0.00 56 Member X

Member Z336.967.95114.8736.0128.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


1.2D + 1.6W 90 3600 0058 9.20

0010.000.00 001 7.950.000.00 0.000.004.72 360

0Bolt Bear



0.004.92

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


SAE - 1.75X1.75X0.18 -3.290.00-79.59 1.2D + 1.6W

1.2D + 1.6W 6.3950.0003.93 1000

50 500100 100 41.4 50.0 119.89 0 0 0.00 0.00 66 Member X

Member Z3213.0512.431110.1636.0113.9500 0.0 0.0 0.00 0 0 0.00 0.00 0


DIAGHORIZLEG DAL - 3X2X0.25SAE - 1.75X1.75X0.18 3.3210.500.00 1.2D + 1.6W 1.2D + 1.6W 90 36360 05858 15.67041

0.0063.37 021 12.4371.560.00 0.0070.548.94 39190 Blk ShearBlk Shear



53.438.52

Page 27





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

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.1875 -3.170.00-79.60 1.2D + 1.6W

1.2D + 1.6W 90 6.3540.0003.87 100050 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 94 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


0.000.001.2D + 1.6W 90 36

00 0058 13.47

001

0.000.00 001 7.95

0.000.00 0.000.007.09 370

0Bolt Bear



0.007.38


DIAGHORIZLEG PX - 2-1/2" DIA PIPE

SAE - 1.5X1.5X0.1875 -1.280.00-56.87 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 67 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


1.2D + 1.6W 90 3600 0058 13.47

0010.000.00 001 7.950.000.00 0.000.007.09 170

0Bolt Bear



0.007.38

Section: 11.934Height (ft):200.0Bot Elev (ft):12 925ETAXSB


SAE - 2X2X0.25 -3.150.00-56.19 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 66 Member X

Member Z1834.8024.861217.4036.0103.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


DIAGHORIZLEG SAU - 4X3X0.25SAE - 2X2X0.25 2.731.760.00 1.2D + 1.0Di + 1.2D + 1.6W 36360 05858 24.55022

0.0049.02 011 24.8624.860.00 0.0029.3229.32 1370

Bolt ShearBlk Shear



35.2719.91

Page 28





Force/Stress Summary Section: 8.066Height (ft):211.9Bot Elev (ft):13 925ETAXSB

DIAGHORIZLEG PX - 2-1/2" DIA PIPEDAE - 2X2X0.25SAE - 2X2X0.25 -5.76-13.89-69.46 1.2D + 1.6W 1.2D + 1.6W 1.2D + 1.6W 6.3545.0423.87 1009050 5090100 100 50.2 50.0 84.19 0 0 0.00 0.00 82 Member XMember YMember Z3334.8024.861217.4036.0103.15090 149.7 36.0 18.94 4 2 49.72 69.60 73


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PX - 2-1/2" DIA PIPEDAE - 2X2X0.25SAE - 2X2X0.25 5.29

17.6122.75 1.2D + 1.6W 180 1.2D + 1.6W 60 1.2D + 1.6W 36

3650 655858 24.55

042

101.2549.10 021 24.86

49.720.00 0.0058.6429.32 264422 MemberBlk Shear

Blk Shear



39.8219.91



SAE - 1.5X1.5X0.1875 -5.280.00-68.44 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 81 Member X

Member Z7510.447.95117.0436.0130.1500 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 PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.1875 5.050.0022.90 1.2D + 1.6W 180

1.2D + 1.6W 90 36050 65058 13.47

001101.250.00 001 7.950.000.00 0.000.007.09 710

22 MemberBolt Bear



0.007.38



SAE - 1.5X1.5X0.1875 -1.450.00-28.51 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 33 Member X

Member Z2010.447.95117.0436.0130.1500 0.0 0.0 0.00 0 0 0.00 0.00 0



1.2D + 1.6W 210 3600 0058 13.47

0010.000.00 001 7.950.000.00 0.000.007.09 220

0Bolt Bear



0.007.38

Page 29





Force/Stress Summary Section: 15.802Height (ft):260.0Bot Elev (ft):16 925CTL164SB

DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.75X1.75X0.18 -5.430.00-30.15 1.2D + 1.6W

1.2D + 1.6W 6.3540.0003.87 100050 500100 100 50.2 50.0 84.19 0 0 0.00 0.00 35 Member X


PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG DAL - 3X2X0.25SAE - 1.75X1.75X0.18 1.89

20.660.00 1.2D + 1.6W 1.2D + 1.6W 120 36

360 05858 15.67

041

0.0063.37 021 12.43

71.560.00 0.0070.548.94 22380 Blk Shear

Blk Shear



53.438.52

Section: 4.198Height (ft):275.8Bot Elev (ft):17 925CTL164SB


0.000.00-31.12 1.2D + 1.6W

0.0000.0003.87 1000

0 00100 100 50.2 50.0 84.19 0 0 0.00 0.00 36 Member X

0.000.00000.000.00.000 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 PX - 2-1/2" DIA PIPESAE - 1.75X1.75X0.18 5.920.0019.55 1.2D + 1.6W 60

1.2D + 1.6W 36050 65058 15.67

001101.250.00 001 12.430.000.00 0.000.008.94 690

19 MemberBlk Shear



0.008.52


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

SAE - 1.5X1.5X0.1875 -4.17-0.56-23.81 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 23 Member XMember Z

Member Z5910.447.95117.0436.0130.150100 204.4 36.0 1.95 0 0 0.00 0.00 28


DIAGHORIZLEG PX - 2-1/2" DIA PIPESAE - 1.5X1.5X0.125SAE - 1.5X1.5X0.1875 2.350.7420.04 1.2D + 1.6W 60 1.2D + 1.6W 1.2D + 1.6W 90 363650 655858 13.47001

101.2511.66 001 7.950.000.00 0.000.007.09 33619 Member

MemberBolt Bear



0.007.38

Page 30





Force/Stress Summary Maximum Reactions Summary

BaseVertical (kip)

Horizontal (kip)258.17

2.90-84.2177.59

Anch1

Page 31





Force/Stress Summary Guy Anchor Design Loads

Radius (ft) Shear (kip)Drop (ft) Uplift (kip)Azimuth ( ° )-7.00180.00 0 83.26 77.50-2.00180.00 240 81.24 77.57-9.00180.00 120 84.21 77.59

Tension

Maximum Cable Forces Summary

Load CaseAnchor Node

Allow(kip) (kip)Tower Node Use%

AppliedTensionElevation(ft) Cable1.2D + 1.6W 210 deg A1 29 25.44 17.81 7079.66 5/8 EHS1.2D + 1.6W 210 deg A1 56 34.98 26.42 76159.66 3/4 EHS1.2D + 1.6W 330 deg A1b T3a 25.44 19.27 76219.66 5/8 EHS1.2D + 1.6W 210 deg A1 T4b 25.44 17.55 69275.80 5/8 EHS

Page 32





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

Deflections and Rotations

Load Case Resultant(deg)95 mph Normal to Face with No Ice 2.200 1.1544219.67 -0.0178 1.154595 mph Normal to Face with No Ice 2.341 0.9917228.07 -0.0182 0.991895 mph Normal to Face with No Ice 2.553 1.1877240.00 -0.0188 1.187895 mph Normal to Face with No Ice 2.768 1.1928251.93 -0.0193 1.193495 mph Normal to Face with No Ice 3.201 2.1130275.80 -0.0190 2.113195 mph Normal to Face with No Ice 3.370 1.1370284.20 -0.0192 1.137195 mph Normal to Face with No Ice 3.693 1.2716300.00 -0.0192 1.271895 mph 60 degree with No Ice 1.116 0.7205219.67 0.0699 0.723295 mph 60 degree with No Ice 1.196 0.5714228.07 0.0755 0.575295 mph 60 degree with No Ice 1.317 0.7146240.00 0.0822 0.718195 mph 60 degree with No Ice 1.436 0.5062251.93 0.0874 0.511495 mph 60 degree with No Ice 1.666 1.2031275.80 0.0198 1.203395 mph 60 degree with No Ice 1.763 0.6309284.20 0.0220 0.631395 mph 60 degree with No Ice 1.949 0.7852300.00 0.0221 0.785395 mph 90 degree with No Ice 1.839 0.9774219.67 -0.0452 0.979595 mph 90 degree with No Ice 1.957 0.8301228.07 -0.0476 0.832795 mph 90 degree with No Ice 2.134 0.9895240.00 -0.0512 0.992595 mph 90 degree with No Ice 2.312 0.7029251.93 -0.0535 0.707495 mph 90 degree with No Ice 2.666 1.8305275.80 -0.0392 1.831395 mph 90 degree with No Ice 2.807 0.9441284.20 -0.0340 0.945795 mph 90 degree with No Ice 3.076 1.0681300.00 -0.0338 1.069695 mph 120 degree with No Ice 2.184 1.1424219.67 -0.0740 1.145595 mph 120 degree with No Ice 2.322 0.9752228.07 -0.0786 0.979495 mph 120 degree with No Ice 2.530 1.1645240.00 -0.0830 1.168695 mph 120 degree with No Ice 2.741 0.9417251.93 -0.0853 0.949495 mph 120 degree with No Ice 3.162 2.0865275.80 0.0104 2.086595 mph 120 degree with No Ice 3.328 1.1130284.20 0.0214 1.113095 mph 120 degree with No Ice 3.644 1.2476300.00 0.0228 1.247795 mph 180 degree with No Ice 1.160 0.7336219.67 0.0174 0.733795 mph 180 degree with No Ice 1.241 0.5888228.07 0.0200 0.588995 mph 180 degree with No Ice 1.367 0.7382240.00 0.0222 0.738395 mph 180 degree with No Ice 1.491 0.7385251.93 0.0251 0.739095 mph 180 degree with No Ice 1.731 1.2120275.80 0.0190 1.212195 mph 180 degree with No Ice 1.831 0.6519284.20 0.0215 0.652295 mph 180 degree with No Ice 2.024 0.8072300.00 0.0216 0.807395 mph 210 degree with No Ice 1.901 0.9938219.67 0.0744 0.995395 mph 210 degree with No Ice 2.021 0.8495228.07 0.0793 0.851795 mph 210 degree with No Ice 2.202 1.0140240.00 0.0859 1.015695 mph 210 degree with No Ice 2.386 0.9194251.93 0.0897 0.923895 mph 210 degree with No Ice 2.751 1.8543275.80 -0.0410 1.855195 mph 210 degree with No Ice 2.894 0.9673284.20 -0.0525 0.968995 mph 210 degree with No Ice 3.170 1.0918300.00 -0.0544 1.093295 mph 240 degree with No Ice 2.246 1.1536219.67 0.1141 1.158295 mph 240 degree with No Ice 2.386 0.9863228.07 0.1207 0.992295 mph 240 degree with No Ice 2.596 1.1763240.00 0.1324 1.182195 mph 240 degree with No Ice 2.809 0.9519251.93 0.1395 0.962195 mph 240 degree with No Ice 3.235 2.0985275.80 0.0110 2.098595 mph 240 degree with No Ice 3.402 1.1229284.20 0.0222 1.122995 mph 240 degree with No Ice 3.721 1.2575300.00 0.0237 1.257595 mph 300 degree with No Ice 1.181 0.7356219.67 -0.0823 0.739395 mph 300 degree with No Ice 1.263 0.5864228.07 -0.0883 0.591595 mph 300 degree with No Ice 1.387 0.7320240.00 -0.0953 0.736795 mph 300 degree with No Ice 1.510 0.5231251.93 -0.1009 0.530095 mph 300 degree with No Ice 1.745 1.2189275.80 -0.0311 1.219395 mph 300 degree with No Ice 1.844 0.6438284.20 -0.0335 0.6447

Page 33





95 mph 300 degree with No Ice 2.034 0.7983300.00 -0.0336 0.798695 mph 330 degree with No Ice 1.898 1.0012219.67 -0.1261 1.009195 mph 330 degree with No Ice 2.019 0.8582228.07 -0.1348 0.868895 mph 330 degree with No Ice 2.203 1.0268240.00 -0.1465 1.037295 mph 330 degree with No Ice 2.389 1.0143251.93 -0.1556 1.025495 mph 330 degree with No Ice 2.760 1.8729275.80 -0.0850 1.874895 mph 330 degree with No Ice 2.906 0.9803284.20 -0.0869 0.984295 mph 330 degree with No Ice 3.185 1.1044300.00 -0.0875 1.107930 mph Normal with 0.75 in Radial Ice 0.117 0.0402219.67 -0.0012 0.040330 mph Normal with 0.75 in Radial Ice 0.119 0.0207228.07 -0.0013 0.021030 mph Normal with 0.75 in Radial Ice 0.124 0.0316240.00 0.0016 0.031830 mph Normal with 0.75 in Radial Ice 0.127 0.0389251.93 0.0018 0.039230 mph Normal with 0.75 in Radial Ice 0.132 1.1220275.80 0.0021 1.122030 mph Normal with 0.75 in Radial Ice 0.135 0.0544284.20 -0.0019 0.054530 mph Normal with 0.75 in Radial Ice 0.141 0.0332300.00 -0.0019 0.033430 mph 60 deg with 0.75 in Radial Ice 0.118 0.0563219.67 0.0019 0.056330 mph 60 deg with 0.75 in Radial Ice 0.124 0.0463228.07 0.0021 0.046330 mph 60 deg with 0.75 in Radial Ice 0.133 0.0631240.00 0.0025 0.063130 mph 60 deg with 0.75 in Radial Ice 0.141 0.0390251.93 0.0028 0.039030 mph 60 deg with 0.75 in Radial Ice 0.157 1.1034275.80 0.0023 1.103430 mph 60 deg with 0.75 in Radial Ice 0.164 0.0725284.20 0.0020 0.072630 mph 60 deg with 0.75 in Radial Ice 0.178 0.0648300.00 0.0020 0.064830 mph 90 deg with 0.75 in Radial Ice 0.111 0.0459219.67 0.0094 0.046430 mph 90 deg with 0.75 in Radial Ice 0.115 0.0354228.07 0.0100 0.035930 mph 90 deg with 0.75 in Radial Ice 0.121 0.0492240.00 0.0109 0.049630 mph 90 deg with 0.75 in Radial Ice 0.127 0.0194251.93 0.0118 0.020630 mph 90 deg with 0.75 in Radial Ice 0.136 1.1106275.80 0.0131 1.110630 mph 90 deg with 0.75 in Radial Ice 0.141 0.0647284.20 0.0125 0.065930 mph 90 deg with 0.75 in Radial Ice 0.150 0.0508300.00 0.0125 0.051430 mph 120 deg with 0.75 in Radial Ice 0.110 0.0380219.67 0.0025 0.038030 mph 120 deg with 0.75 in Radial Ice 0.112 0.0182228.07 0.0028 0.018430 mph 120 deg with 0.75 in Radial Ice 0.116 0.0283240.00 0.0032 0.028530 mph 120 deg with 0.75 in Radial Ice 0.119 0.0253251.93 0.0036 0.025530 mph 120 deg with 0.75 in Radial Ice 0.122 1.1200275.80 0.0044 1.120030 mph 120 deg with 0.75 in Radial Ice 0.124 0.0509284.20 0.0036 0.050930 mph 120 deg with 0.75 in Radial Ice 0.130 0.0299300.00 0.0036 0.030130 mph 180 deg with 0.75 in Radial Ice 0.136 0.0597219.67 0.0032 0.059730 mph 180 deg with 0.75 in Radial Ice 0.142 0.0502228.07 0.0035 0.050230 mph 180 deg with 0.75 in Radial Ice 0.152 0.0686240.00 0.0039 0.068630 mph 180 deg with 0.75 in Radial Ice 0.161 0.0697251.93 0.0044 0.069730 mph 180 deg with 0.75 in Radial Ice 0.179 1.1068275.80 0.0045 1.106830 mph 180 deg with 0.75 in Radial Ice 0.186 0.0750284.20 0.0042 0.075030 mph 180 deg with 0.75 in Radial Ice 0.201 0.0686300.00 0.0043 0.068630 mph 210 deg with 0.75 in Radial Ice 0.133 0.0503219.67 0.0103 0.050830 mph 210 deg with 0.75 in Radial Ice 0.138 0.0397228.07 0.0109 0.040330 mph 210 deg with 0.75 in Radial Ice 0.145 0.0554240.00 0.0119 0.055930 mph 210 deg with 0.75 in Radial Ice 0.152 0.0573251.93 0.0130 0.057730 mph 210 deg with 0.75 in Radial Ice 0.163 1.1140275.80 0.0144 1.114030 mph 210 deg with 0.75 in Radial Ice 0.168 0.0672284.20 0.0137 0.068630 mph 210 deg with 0.75 in Radial Ice 0.179 0.0554300.00 0.0137 0.056130 mph 240 deg with 0.75 in Radial Ice 0.133 0.0418219.67 0.0028 0.041830 mph 240 deg with 0.75 in Radial Ice 0.135 0.0212228.07 0.0031 0.021330 mph 240 deg with 0.75 in Radial Ice 0.139 0.0316240.00 0.0035 0.031730 mph 240 deg with 0.75 in Radial Ice 0.143 0.0241251.93 0.0040 0.024230 mph 240 deg with 0.75 in Radial Ice 0.147 1.1252275.80 0.0044 1.125230 mph 240 deg with 0.75 in Radial Ice 0.150 0.0531284.20 0.0036 0.053130 mph 240 deg with 0.75 in Radial Ice 0.156 0.0321300.00 0.0036 0.032230 mph 300 deg with 0.75 in Radial Ice 0.143 0.0596219.67 -0.0033 0.059630 mph 300 deg with 0.75 in Radial Ice 0.149 0.0494228.07 -0.0036 0.049430 mph 300 deg with 0.75 in Radial Ice 0.158 0.0673240.00 -0.0042 0.067330 mph 300 deg with 0.75 in Radial Ice 0.168 0.0407251.93 -0.0047 0.040730 mph 300 deg with 0.75 in Radial Ice 0.184 1.1113275.80 -0.0044 1.1113Page 34





30 mph 300 deg with 0.75 in Radial Ice 0.191 0.0731284.20 -0.0040 0.073230 mph 300 deg with 0.75 in Radial Ice 0.206 0.0663300.00 -0.0041 0.066330 mph 330 deg with 0.75 in Radial Ice 0.131 0.0496219.67 0.0077 0.049830 mph 330 deg with 0.75 in Radial Ice 0.135 0.0394228.07 0.0081 0.039630 mph 330 deg with 0.75 in Radial Ice 0.143 0.0549240.00 0.0088 0.055130 mph 330 deg with 0.75 in Radial Ice 0.150 0.0426251.93 0.0096 0.042830 mph 330 deg with 0.75 in Radial Ice 0.161 1.1167275.80 0.0114 1.116730 mph 330 deg with 0.75 in Radial Ice 0.167 0.0649284.20 0.0107 0.065830 mph 330 deg with 0.75 in Radial Ice 0.178 0.0541300.00 0.0108 0.0544Seismic Normal M1 0.049 0.0548219.67 -0.0002 0.0548Seismic Normal M1 0.056 0.0460228.07 -0.0002 0.0460Seismic Normal M1 0.066 0.0542240.00 -0.0003 0.0542Seismic Normal M1 0.076 0.0509251.93 -0.0004 0.0509Seismic Normal M1 0.098 0.4686275.80 -0.0006 0.4686Seismic Normal M1 0.107 0.0729284.20 -0.0006 0.0729Seismic Normal M1 0.123 0.0641300.00 -0.0005 0.0641Seismic Normal M2 0.038 0.0700219.67 -0.0002 0.0700Seismic Normal M2 0.048 0.0686228.07 -0.0002 0.0686Seismic Normal M2 0.063 0.0862240.00 -0.0003 0.0862Seismic Normal M2 0.081 0.0877251.93 -0.0003 0.0877Seismic Normal M2 0.119 0.5061275.80 -0.0005 0.5061Seismic Normal M2 0.136 0.1187284.20 -0.0005 0.1187Seismic Normal M2 0.166 0.1142300.00 -0.0005 0.1142Seismic 60 deg M1 0.043 0.0481219.67 0.0001 0.0481Seismic 60 deg M1 0.048 0.0426228.07 0.0002 0.0426Seismic 60 deg M1 0.057 0.0508240.00 0.0002 0.0508Seismic 60 deg M1 0.067 0.0457251.93 0.0003 0.0457Seismic 60 deg M1 0.086 0.4545275.80 0.0001 0.4545Seismic 60 deg M1 0.094 0.0618284.20 0.0002 0.0618Seismic 60 deg M1 0.109 0.0599300.00 0.0002 0.0599Seismic 60 deg M2 0.032 0.0602219.67 0.0002 0.0602Seismic 60 deg M2 0.040 0.0616228.07 0.0002 0.0616Seismic 60 deg M2 0.054 0.0784240.00 0.0003 0.0784Seismic 60 deg M2 0.069 0.0782251.93 0.0003 0.0782Seismic 60 deg M2 0.104 0.4726275.80 -0.0001 0.4726Seismic 60 deg M2 0.118 0.1032284.20 0.0002 0.1032Seismic 60 deg M2 0.146 0.1059300.00 0.0002 0.1059Seismic 90 deg M1 0.045 0.0512219.67 0.0002 0.0512Seismic 90 deg M1 0.051 0.0446228.07 0.0002 0.0446Seismic 90 deg M1 0.060 0.0527240.00 0.0003 0.0527Seismic 90 deg M1 0.070 0.0486251.93 0.0003 0.0486Seismic 90 deg M1 0.091 0.4652275.80 0.0001 0.4652Seismic 90 deg M1 0.099 0.0693284.20 0.0003 0.0693Seismic 90 deg M1 0.116 0.0625300.00 0.0003 0.0625Seismic 90 deg M2 0.034 0.0651219.67 0.0002 0.0651Seismic 90 deg M2 0.043 0.0653228.07 0.0003 0.0653Seismic 90 deg M2 0.057 0.0821240.00 0.0003 0.0821Seismic 90 deg M2 0.074 0.0831251.93 0.0004 0.0831Seismic 90 deg M2 0.111 0.4970275.80 -0.0002 0.4970Seismic 90 deg M2 0.126 0.1128284.20 0.0002 0.1128Seismic 90 deg M2 0.155 0.1104300.00 0.0003 0.1104Seismic 120 deg M1 0.048 0.0550219.67 0.0003 0.0550Seismic 120 deg M1 0.054 0.0462228.07 0.0004 0.0462Seismic 120 deg M1 0.064 0.0543240.00 0.0005 0.0543Seismic 120 deg M1 0.075 0.0511251.93 0.0006 0.0511Seismic 120 deg M1 0.096 0.4699275.80 0.0005 0.4699Seismic 120 deg M1 0.106 0.0733284.20 0.0006 0.0733Seismic 120 deg M1 0.123 0.0644300.00 0.0007 0.0644Seismic 120 deg M2 0.037 0.0702219.67 0.0003 0.0702Seismic 120 deg M2 0.046 0.0688228.07 0.0004 0.0688Seismic 120 deg M2 0.062 0.0864240.00 0.0005 0.0864Seismic 120 deg M2 0.079 0.0880251.93 0.0006 0.0880Page 35





Seismic 120 deg M2 0.118 0.5073275.80 0.0004 0.5073Seismic 120 deg M2 0.135 0.1191284.20 0.0006 0.1191Seismic 120 deg M2 0.165 0.1146300.00 0.0006 0.1146Seismic 180 deg M1 0.047 0.0484219.67 0.0004 0.0484Seismic 180 deg M1 0.053 0.0428228.07 0.0004 0.0428Seismic 180 deg M1 0.062 0.0513240.00 0.0005 0.0513Seismic 180 deg M1 0.072 0.0459251.93 0.0007 0.0459Seismic 180 deg M1 0.091 0.4543275.80 0.0006 0.4543Seismic 180 deg M1 0.099 0.0616284.20 0.0008 0.0616Seismic 180 deg M1 0.114 0.0598300.00 0.0008 0.0598Seismic 180 deg M2 0.036 0.0607219.67 0.0004 0.0607Seismic 180 deg M2 0.045 0.0621228.07 0.0005 0.0621Seismic 180 deg M2 0.058 0.0793240.00 0.0006 0.0793Seismic 180 deg M2 0.074 0.0788251.93 0.0007 0.0788Seismic 180 deg M2 0.109 0.4725275.80 0.0004 0.4725Seismic 180 deg M2 0.124 0.1034284.20 0.0007 0.1034Seismic 180 deg M2 0.151 0.1061300.00 0.0008 0.1061Seismic 210 deg M1 0.050 0.0508219.67 0.0003 0.0508Seismic 210 deg M1 0.056 0.0442228.07 0.0003 0.0442Seismic 210 deg M1 0.066 0.0526240.00 0.0004 0.0526Seismic 210 deg M1 0.075 0.0481251.93 0.0005 0.0481Seismic 210 deg M1 0.095 0.4609275.80 0.0003 0.4609Seismic 210 deg M1 0.104 0.0682284.20 0.0004 0.0682Seismic 210 deg M1 0.120 0.0616300.00 0.0005 0.0616Seismic 210 deg M2 0.039 0.0649219.67 0.0003 0.0649Seismic 210 deg M2 0.048 0.0651228.07 0.0004 0.0651Seismic 210 deg M2 0.063 0.0823240.00 0.0005 0.0823Seismic 210 deg M2 0.079 0.0830251.93 0.0006 0.0830Seismic 210 deg M2 0.116 0.4927275.80 0.0001 0.4927Seismic 210 deg M2 0.131 0.1120284.20 0.0004 0.1120Seismic 210 deg M2 0.160 0.1098300.00 0.0005 0.1098Seismic 240 deg M1 0.052 0.0543219.67 0.0002 0.0543Seismic 240 deg M1 0.059 0.0455228.07 0.0003 0.0455Seismic 240 deg M1 0.069 0.0539240.00 0.0004 0.0539Seismic 240 deg M1 0.079 0.0504251.93 0.0005 0.0504Seismic 240 deg M1 0.100 0.4656275.80 0.0003 0.4656Seismic 240 deg M1 0.109 0.0719284.20 0.0005 0.0719Seismic 240 deg M1 0.126 0.0632300.00 0.0005 0.0632Seismic 240 deg M2 0.042 0.0694219.67 0.0003 0.0694Seismic 240 deg M2 0.051 0.0679228.07 0.0004 0.0679Seismic 240 deg M2 0.066 0.0858240.00 0.0004 0.0858Seismic 240 deg M2 0.083 0.0870251.93 0.0005 0.0870Seismic 240 deg M2 0.122 0.5029275.80 0.0001 0.5029Seismic 240 deg M2 0.138 0.1176284.20 0.0005 0.1176Seismic 240 deg M2 0.168 0.1132300.00 0.0005 0.1132Seismic 300 deg M1 0.049 0.0484219.67 -0.0003 0.0484Seismic 300 deg M1 0.055 0.0429228.07 -0.0004 0.0429Seismic 300 deg M1 0.064 0.0515240.00 -0.0005 0.0515Seismic 300 deg M1 0.073 0.0460251.93 -0.0006 0.0460Seismic 300 deg M1 0.093 0.4531275.80 -0.0005 0.4531Seismic 300 deg M1 0.101 0.0614284.20 -0.0007 0.0614Seismic 300 deg M1 0.116 0.0597300.00 -0.0007 0.0597Seismic 300 deg M2 0.038 0.0609219.67 -0.0003 0.0609Seismic 300 deg M2 0.047 0.0623228.07 -0.0004 0.0623Seismic 300 deg M2 0.060 0.0797240.00 -0.0005 0.0797Seismic 300 deg M2 0.076 0.0790251.93 -0.0007 0.0790Seismic 300 deg M2 0.111 0.4712275.80 -0.0004 0.4712Seismic 300 deg M2 0.126 0.1034284.20 -0.0006 0.1034Seismic 300 deg M2 0.153 0.1062300.00 -0.0007 0.1062Seismic 330 deg M1 0.050 0.0515219.67 -0.0004 0.0515Seismic 330 deg M1 0.056 0.0449228.07 -0.0005 0.0449Seismic 330 deg M1 0.065 0.0533240.00 -0.0006 0.0533Page 36





Seismic 330 deg M1 0.075 0.0488251.93 -0.0007 0.0488Seismic 330 deg M1 0.096 0.4639275.80 -0.0009 0.4639Seismic 330 deg M1 0.104 0.0690284.20 -0.0010 0.0690Seismic 330 deg M1 0.120 0.0623300.00 -0.0010 0.0623Seismic 330 deg M2 0.039 0.0656219.67 -0.0004 0.0656Seismic 330 deg M2 0.047 0.0658228.07 -0.0005 0.0658Seismic 330 deg M2 0.062 0.0831240.00 -0.0006 0.0831Seismic 330 deg M2 0.079 0.0837251.93 -0.0007 0.0837Seismic 330 deg M2 0.116 0.4957275.80 -0.0007 0.4957Seismic 330 deg M2 0.131 0.1130284.20 -0.0009 0.1130Seismic 330 deg M2 0.160 0.1106300.00 -0.0009 0.1106Serviceability - 60 mph Wind Normal 0.196 0.0825219.67 -0.0014 0.0825Serviceability - 60 mph Wind Normal 0.201 0.0400228.07 -0.0016 0.0401Serviceability - 60 mph Wind Normal 0.209 0.0626240.00 -0.0019 0.0627Serviceability - 60 mph Wind Normal 0.216 0.0672251.93 -0.0022 0.0673Serviceability - 60 mph Wind Normal 0.226 0.5244275.80 -0.0030 0.5244Serviceability - 60 mph Wind Normal 0.233 0.0493284.20 -0.0029 0.0494Serviceability - 60 mph Wind Normal 0.248 0.0790300.00 -0.0029 0.0791Serviceability - 60 mph Wind 60 deg 0.209 0.1419219.67 0.0022 0.1419Serviceability - 60 mph Wind 60 deg 0.223 0.1053228.07 0.0027 0.1053Serviceability - 60 mph Wind 60 deg 0.245 0.1366240.00 0.0033 0.1366Serviceability - 60 mph Wind 60 deg 0.266 0.0879251.93 0.0039 0.0879Serviceability - 60 mph Wind 60 deg 0.306 0.5240275.80 0.0015 0.5240Serviceability - 60 mph Wind 60 deg 0.325 0.1216284.20 0.0014 0.1216Serviceability - 60 mph Wind 60 deg 0.360 0.1555300.00 0.0015 0.1555Serviceability - 60 mph Wind 90 deg 0.206 0.1216219.67 0.0153 0.1224Serviceability - 60 mph Wind 90 deg 0.218 0.0891228.07 0.0163 0.0903Serviceability - 60 mph Wind 90 deg 0.237 0.1166240.00 0.0178 0.1176Serviceability - 60 mph Wind 90 deg 0.255 0.0447251.93 0.0194 0.0477Serviceability - 60 mph Wind 90 deg 0.288 0.5200275.80 0.0216 0.5203Serviceability - 60 mph Wind 90 deg 0.304 0.1065284.20 0.0215 0.1082Serviceability - 60 mph Wind 90 deg 0.334 0.1366300.00 0.0215 0.1379Serviceability - 60 mph Wind 120 deg 0.194 0.0814219.67 0.0014 0.0814Serviceability - 60 mph Wind 120 deg 0.200 0.0379228.07 0.0016 0.0379Serviceability - 60 mph Wind 120 deg 0.207 0.0590240.00 0.0021 0.0590Serviceability - 60 mph Wind 120 deg 0.213 0.0366251.93 0.0025 0.0367Serviceability - 60 mph Wind 120 deg 0.221 0.5235275.80 0.0040 0.5235Serviceability - 60 mph Wind 120 deg 0.228 0.0455284.20 0.0035 0.0455Serviceability - 60 mph Wind 120 deg 0.242 0.0752300.00 0.0035 0.0752Serviceability - 60 mph Wind 180 deg 0.218 0.1436219.67 0.0018 0.1436Serviceability - 60 mph Wind 180 deg 0.232 0.1080228.07 0.0022 0.1080Serviceability - 60 mph Wind 180 deg 0.255 0.1409240.00 0.0027 0.1409Serviceability - 60 mph Wind 180 deg 0.277 0.1414251.93 0.0032 0.1414Serviceability - 60 mph Wind 180 deg 0.319 0.5250275.80 0.0035 0.5250Serviceability - 60 mph Wind 180 deg 0.338 0.1248284.20 0.0035 0.1248Serviceability - 60 mph Wind 180 deg 0.374 0.1591300.00 0.0035 0.1591Serviceability - 60 mph Wind 210 deg 0.213 0.1224219.67 0.0170 0.1234Serviceability - 60 mph Wind 210 deg 0.226 0.0909228.07 0.0182 0.0924Serviceability - 60 mph Wind 210 deg 0.245 0.1201240.00 0.0199 0.1213Serviceability - 60 mph Wind 210 deg 0.263 0.1146251.93 0.0217 0.1163Serviceability - 60 mph Wind 210 deg 0.298 0.5216275.80 0.0223 0.5221Serviceability - 60 mph Wind 210 deg 0.314 0.1089284.20 0.0223 0.1107Serviceability - 60 mph Wind 210 deg 0.345 0.1394300.00 0.0223 0.1408Serviceability - 60 mph Wind 240 deg 0.201 0.0821219.67 0.0019 0.0821Serviceability - 60 mph Wind 240 deg 0.207 0.0386228.07 0.0023 0.0386Serviceability - 60 mph Wind 240 deg 0.214 0.0605240.00 0.0028 0.0605Serviceability - 60 mph Wind 240 deg 0.221 0.0369251.93 0.0034 0.0369Serviceability - 60 mph Wind 240 deg 0.229 0.5274275.80 0.0036 0.5274Serviceability - 60 mph Wind 240 deg 0.236 0.0466284.20 0.0031 0.0466Serviceability - 60 mph Wind 240 deg 0.250 0.0763300.00 0.0031 0.0763Serviceability - 60 mph Wind 300 deg 0.222 0.1437219.67 -0.0033 0.1437Serviceability - 60 mph Wind 300 deg 0.237 0.1070228.07 -0.0039 0.1070Page 37





Serviceability - 60 mph Wind 300 deg 0.259 0.1390240.00 -0.0047 0.1390Serviceability - 60 mph Wind 300 deg 0.281 0.0899251.93 -0.0055 0.0900Serviceability - 60 mph Wind 300 deg 0.321 0.5277275.80 -0.0035 0.5277Serviceability - 60 mph Wind 300 deg 0.340 0.1223284.20 -0.0035 0.1224Serviceability - 60 mph Wind 300 deg 0.375 0.1564300.00 -0.0035 0.1565Serviceability - 60 mph Wind 330 deg 0.216 0.1238219.67 0.0092 0.1240Serviceability - 60 mph Wind 330 deg 0.229 0.0920228.07 0.0100 0.0924Serviceability - 60 mph Wind 330 deg 0.248 0.1212240.00 0.0112 0.1215Serviceability - 60 mph Wind 330 deg 0.267 0.1084251.93 0.0125 0.1088Serviceability - 60 mph Wind 330 deg 0.302 0.5229275.80 0.0174 0.5231Serviceability - 60 mph Wind 330 deg 0.318 0.1103284.20 0.0173 0.1113Serviceability - 60 mph Wind 330 deg 0.350 0.1404300.00 0.0173 0.1412

Page 38