compliance for code structural analysis...

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 : 245 ft Self Supported Tower

ATC Site Name : Thomasboro NC 2, NC

ATC Site Number : 306547

Engineering Number : OAA712338_C3_01

Proposed Carrier : Sprint Nextel

Carrier Site Name : CR03AW409

Carrier Site Number : CR03AW409

Site Location : 851 Thomasboro Rd.Sunset Beach, NC 28468-615233.913500,-78.557100

County : BRUNSWICK

Date : September 18, 2017

Max Usage : 104%

Result : Pass

Prepared By:Adam PittmanStructural Engineer II

Reviewed By:

COA: P-1177

Reviewed For FIRE Code

Compliance

Reviewedfor CodeCompliance

Eng. Number OAA712338_C3_01September 18, 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 245 ft self supported tower to reflect the change in loading by Sprint Nextel.

Supporting Documents

Tower Drawings Hemphill Drawing #B6772-1, dated January 6, 1998Foundation Drawing Hemphill Job #6772, dated January 9, 1998Geotechnical Report S&ME Project #1261-97-594, dated December 30, 1997Modifications Walker Engineering Job #0002-217R1, dated March 17, 2000

ATC Project #45051832, dated May 17, 2010ATC Project #481923F2, dated October 27, 2011ATC Project #50849735, dated January 30, 2013

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: 114 mph (3-Second Gust, Vasd) / 147 mph (3-Second Gust, Vult)Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrentCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: BTopographic Category: 1Spectral Response: Ss = 0.34, S1 = 0.13 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

9 Decibel DB848H90E-XY245.0 248.0

3 RFS ALE859012-42T0Platform w/ Handrails (12) 1 5/8" Coax Sprint Nextel

3 Kathrein 742 3523 Ericsson RRUS 12 w/ RRUS A2 (80 lb)3 Andrew SBNHH-1D65C (49.6lb)1 Raycap DC6-48-60-18-8F (23.5" Height)

241.0

3 Ericsson RRUS-11

240.0

240.0 9 12" x 9" x 6" TMA

T1684KT12-4114 Sector Frames

(2) 0.78" 8 AWG 6(12) 2 1/4" Coax

(1) 0.39" Fiber Trunk(1) 3/8" RET Control

Cable

AT&T Mobility

9 DAPA 58010S223.0 225.0

6 Ericsson KRY 112 71/xSector Frames (9) 1 5/8" Coax T-Mobile

1 RFS SB2-107AMPT1 Alcatel-Lucent 9500 MPRe

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

3 Alcatel-Lucent 1900MHz 4X45 RRH

210.0 210.0

3 RFS APXVSPP18-C-A20

Sector Frames (3) 1 1/4" Hybriflex(1) 0.24" Cat 5 Sprint Nextel

1 CSS X7C-FRO-6402 CSS X7C-865-V3 Antel BXA-70080/8CF (94.1")6 RFS FD9R6004/1C-3L

200.0 201.0

6 Andrew DB948F85E-M

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

3 Antel BXA-80063/8CF181.0

3 KMW AM-X-CW-18-65-00T-RET180.0180.0 3 KMW Smart Bias-T

Sector Frames (12) 1 5/8" Coax US Cellular

Equipment to be Removed



210.0 210.0 3 RFS ACU-A20-N - - Sprint Nextel

Proposed Equipment



3 RFS APXVTM14-ALU-I20210.0 210.0

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

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

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 alongside existing Sprint Nextel coax.


Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 104% PassDiagonals 101% Pass

Horizontals 42% PassAnchor Bolts 74% Pass

Leg Bolts 89% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Uplift (Kips) 358.5 484.0 507.6 105%Axial (Kips) 443.6 598.9 596.6 100%

Total Shear (Kips) 84.4 113.9 116.8 103%* 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) (°)

Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield210.0

RFS APXVTM14-ALU-I20Sprint Nextel 0.347 0.055 0.200

*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 : Thomasboro NC 2, NCSPRINT NEXTELANSI/TIA-222-G306547

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 33.25 ft 6.25 ft Top Width :

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 114 mph no ice30 mph w/ 1/4" radial iceSite Class: D Ss: 0.34 S1: 0.1360 mph Serviceability 1 - 3 DAE 36 ksi 4X4X0.375PX 50 ksi 8" DIA PIPE4 SAE 36 ksi 5X5X0.3125PX 50 ksi 8" DIA PIPE5 SAE 36 ksi 5X5X0.3125PST 50 ksi 8" DIA PIPE6 SAE 36 ksi 4X4X0.375PX 50 ksi 6" DIA PIPE7 SAE 36 ksi 3.5X3.5X0.3125PX 50 ksi 6" DIA PIPE8 SAE 36 ksi 3.5X3.5X0.25PST 50 ksi 6" DIA PIPE9 SAE 36 ksi 3X3X0.25PST 50 ksi 5" DIA PIPE10 SAE 36 ksi 2.5X2.5X0.25PX 50 ksi 4" DIA PIPE11 SAE 36 ksi 2.5X2.5X0.25PST 50 ksi 3-1/2" DIA PIPE12 SAE 36 ksi 2X2X0.1875PST 50 ksi 3" DIA PIPE13 SAE 36 ksi 1.75X1.75X0.1875SAE 36 ksi 1.75X1.75X0.1875PST 50 ksi 2-1/2" DIA PIPEDiscrete Appurtenance

Elev (ft) Type DescriptionQty245.00 Decibel DB848H90E-XY9Panel245.00 RFS ALE859012-42T03Panel245.00 Flat Platform w/ Handrails1Platform240.00 Kathrein Scala 742 3523Panel240.00 Ericsson RRUS 12 w/ RRUS A2 (83Panel240.00 12" x 9" x 6" TMA9Panel240.00 Andrew SBNHH-1D65C (49.6lb)3Panel240.00 Raycap DC6-48-60-18-8F (23.5" 1Panel240.00 Ericsson RRUS-113Panel240.00 T1684KT12-4114 Sector Frames3Mounting Frame223.00 DAPA 58010S9Panel223.00 Round Sector Frames3Mounting Frame223.00 Ericsson KRY 112 71/x6Panel210.00 RFS APXVTM14-ALU-I203Panel210.00 Alcatel-Lucent TD-RRH8x20-25 w3Panel210.00 RFS SB2-107AMPT1Panel210.00 Alcatel-Lucent 9500 MPRe1Panel210.00 Alcatel-Lucent 800 MHz 2X50W R3Panel210.00 Alcatel-Lucent 1900 MHz 4X45 R3Panel210.00 RFS APXVSPP18-C-A203Panel210.00 Flat Light Sector Frames3Mounting Frame200.00 CSS X7C-FRO-6401Panel200.00 CSS X7C-865-V2Panel200.00 Antel BXA-70080/8CF (94.1")3Panel200.00 RFS FD9R6004/1C-3L6Panel200.00 Flat Light Sector Frames3Mounting Frame200.00 Andrew DB948F85E-M6Panel180.00 Flat Light Sector Frames3Mounting Frame180.00 Antel BXA-80063/8CF3Panel180.00 KMW AM-X-CW-18-65-00T-RET3Panel180.00 KMW Smart Bias-T3Panel

Linear AppurtenanceElev (ft)From DescriptionTo Qty

10.00 245.00 Wave Guide110.00 245.00 1 5/8" Coax610.00 245.00 1 5/8" Coax610.00 240.00 Wave Guide110.00 240.00 3/8" RET Control Cab110.00 240.00 2 1/4" Coax410.00 240.00 2 1/4" Coax1210.00 240.00 0.78" 8 AWG 6210.00 240.00 0.39" Fiber Trunk110.00 223.00 Wave Guide1

Job InformationTower :Code :Client :

Location : Thomasboro NC 2, NCSPRINT NEXTELANSI/TIA-222-G306547

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 33.25 ft 6.25 ft Top Width :

10.00 223.00 1 5/8" Coax910.00 210.00 Wave Guide110.00 210.00 1 1/4" Hybriflex Cab110.00 210.00 1 1/4" Hybriflex Cab310.00 210.00 0.24" Cat 5110.00 200.00 Wave Guide110.00 200.00 1 5/8" Coax410.00 200.00 1 5/8" Coax810.00 180.00 Wave Guide110.00 180.00 1 5/8" Coax12

Vertical (kip)Global Base Foundation Design Loads

Horizontal (kip)Load Case Moment (k-ft)DL + WLDL + WL + IL 16,222.79947.69 99.72141.42 116.806.84

Uplift (kip)Individual Base Foundation Design Loads

Horizontal (kip)Vertical (kip)507.62 74.37596.62

9/18/2017 1:20:27 PM© 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number: 306547

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

Thomasboro NC 2, NCCustomer: SPRINT NEXTEL

Engineering Number: OAA712338_C3_01

Analysis ParametersHeight (ft):

Bottom Face Width (ft): 33.25Top Face Width (ft): 6.25

Shape: Triangle

Tower Type: Self Support

245Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: Hemphill Corporation

BRUNSWICK County, NC

Ice & Wind ParametersStructure Class:Exposure Category:

Design Ice Thickness:

IIB

0.25 inTopographic Category: 1

0.0 ftCrest Height:

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

114 mph30 mph60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.340

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.346 :d1S 0.198

:1S 0.130p: 1.3

1.02Period Based on Rayleigh Method (sec):

F 2.280F 1.528 , Min: 0.030, Max: 0.065: 0.065TL

a:S:

ds :V : CS

CSCS

Load Cases1.2D + 1.6W Normal 114 mph Normal to Face with No Ice1.2D + 1.6W 60 deg 114 mph 60 degree with No Ice1.2D + 1.6W 90 deg 114 mph 90 degree with No Ice1.2D + 1.6W 120 deg 114 mph 120 degree with No Ice1.2D + 1.6W 180 deg 114 mph 180 degree with No Ice1.2D + 1.6W 210 deg 114 mph 210 degree with No Ice1.2D + 1.6W 240 deg 114 mph 240 degree with No Ice1.2D + 1.6W 300 deg 114 mph 300 degree with No Ice1.2D + 1.6W 330 deg 114 mph 330 degree with No Ice0.9D + 1.6W Normal 114 mph Normal to Face with No Ice (Reduced DL)0.9D + 1.6W 60 deg 114 mph 60 deg with No Ice (Reduced DL)0.9D + 1.6W 90 deg 114 mph 90 deg with No Ice (Reduced DL)0.9D + 1.6W 120 deg 114 mph 120 deg with No Ice (Reduced DL)0.9D + 1.6W 180 deg 114 mph 180 deg with No Ice (Reduced DL)0.9D + 1.6W 210 deg 114 mph 210 deg with No Ice (Reduced DL)0.9D + 1.6W 240 deg 114 mph 240 deg with No Ice (Reduced DL)0.9D + 1.6W 300 deg 114 mph 300 deg with No Ice (Reduced DL)0.9D + 1.6W 330 deg 114 mph 330 deg with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi Normal 30 mph Normal with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 60 deg 30 mph 60 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 90 deg 30 mph 90 deg with 0.25 in Radial Ice

Page 1





Analysis Parameters1.2D + 1.0Di + 1.0Wi 120 deg 30 mph 120 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 180 deg 30 mph 180 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 210 deg 30 mph 210 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 240 deg 30 mph 240 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 300 deg 30 mph 300 deg with 0.25 in Radial Ice1.2D + 1.0Di + 1.0Wi 330 deg 30 mph 330 deg with 0.25 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(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 deg(0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal(0.9 - 0.2Sds) * DL + E 60 deg Seismic (Reduced DL) 60 deg(0.9 - 0.2Sds) * DL + E 90 deg Seismic (Reduced DL) 90 deg(0.9 - 0.2Sds) * DL + E 120 deg Seismic (Reduced DL) 120 deg(0.9 - 0.2Sds) * DL + E 180 deg Seismic (Reduced DL) 180 deg(0.9 - 0.2Sds) * DL + E 210 deg Seismic (Reduced DL) 210 deg(0.9 - 0.2Sds) * DL + E 240 deg Seismic (Reduced DL) 240 deg(0.9 - 0.2Sds) * DL + E 300 deg Seismic (Reduced DL) 300 deg(0.9 - 0.2Sds) * DL + E 330 deg Seismic (Reduced DL) 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

245.0 RFS ALE859012-42T0 3 18 4.4 0.75 0.73 3.04.0 10.1 7.8 1070.6 36.23 357 78245.0 Decibel DB848H90E- 9 28 8.4 0.75 0.75 3.08.0 8.0 6.5 6255.4 36.23 2085 363245.0 Flat Platform w/ 1 2000 42.4 1.00 1.00 0.00.0 0.0 0.0 0.0 36.10 2082 2880240.0 12" x 9" x 6" TMA 9 20 0.9 0.80 0.50 0.01.0 9.0 6.0 0.0 35.89 158 259240.0 Raycap DC6-48-60- 1 20 1.1 1.00 1.00 1.02.0 9.7 9.7 54.2 35.93 54 29240.0 Ericsson RRUS 12 w/ 3 80 3.2 0.80 0.67 1.01.7 18.5 10.8 247.5 35.93 248 346240.0 Ericsson RRUS-11 3 55 3.8 0.80 0.67 1.02.1 18.2 6.7 297.8 35.93 298 238240.0 Kathrein Scala 742 3 36 5.8 0.80 0.59 1.04.3 12.7 2.8 402.7 35.93 403 157240.0 Andrew SBNHH- 3 50 11.4 0.80 0.70 1.08.0 11.9 7.1 935.1 35.93 935 214240.0 T1684KT12-4114 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 35.89 1186 1296223.0 Ericsson KRY 112 6 13 0.7 0.80 0.50 2.01.0 5.9 3.5 167.9 35.23 84 114223.0 DAPA 58010S 9 11 3.4 0.80 0.66 2.04.4 6.3 2.7 1538.4 35.23 769 143223.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 35.14 1038 1296210.0 Alcatel-Lucent 9500 1 13 0.9 0.80 0.50 0.00.8 10.3 5.8 0.0 34.55 17 19210.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.50 0.02.6 13.0 12.2 0.0 34.55 116 276210.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 34.55 131 259210.0 Alcatel-Lucent TD- 3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 34.55 306 302210.0 RFS SB2-107AMPT 1 27 5.4 0.80 1.00 0.02.3 0.0 0.0 0.0 34.55 203 38210.0 RFS APXVTM14-ALU- 3 56 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 34.55 472 243210.0 RFS APXVSPP18-C- 3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 34.55 624 246210.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 34.55 1268 1728200.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 1.00.5 6.5 1.5 41.2 34.12 41 27200.0 Andrew DB948F85E- 6 9 3.3 0.80 0.67 1.04.0 7.0 3.5 484.9 34.12 485 73200.0 Antel BXA- 3 25 10.5 0.80 0.69 1.07.8 11.1 6.0 807.5 34.12 808 108200.0 CSS X7C-FRO-640 1 28 11.8 0.80 0.66 1.06.0 18.8 9.0 290.1 34.12 290 40200.0 CSS X7C-865-V 2 37 11.9 0.80 0.69 1.08.0 12.5 7.1 607.5 34.12 608 105200.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 34.07 1250 1728180.0 KMW Smart Bias-T 3 1 0.1 0.80 0.50 0.00.3 2.8 1.7 0.0 33.06 4 6180.0 Antel BXA-80063/8CF 3 24 10.7 0.80 0.65 1.07.9 11.2 4.5 749.5 33.11 750 104180.0 KMW AM-X-CW-18- 3 53 11.3 0.80 0.68 1.08.0 11.8 6.0 831.1 33.11 831 229180.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 33.06 1213 1728Totals 109 10189 724.5


Length(ft) Depth(in)Width(in)0.9D + 1.6W


245.0 RFS ALE859012-42T0 3 18 4.4 0.75 0.73 3.04.0 10.1 7.8 1070.6 36.23 357 44245.0 Decibel DB848H90E- 9 28 8.4 0.75 0.75 3.08.0 8.0 6.5 6255.4 36.23 2085 204245.0 Flat Platform w/ 1 2000 42.4 1.00 1.00 0.00.0 0.0 0.0 0.0 36.10 2082 1620240.0 12" x 9" x 6" TMA 9 20 0.9 0.80 0.50 0.01.0 9.0 6.0 0.0 35.89 158 146240.0 Raycap DC6-48-60- 1 20 1.1 1.00 1.00 1.02.0 9.7 9.7 54.2 35.93 54 16240.0 Ericsson RRUS 12 w/ 3 80 3.2 0.80 0.67 1.01.7 18.5 10.8 247.5 35.93 248 194240.0 Ericsson RRUS-11 3 55 3.8 0.80 0.67 1.02.1 18.2 6.7 297.8 35.93 298 134240.0 Kathrein Scala 742 3 36 5.8 0.80 0.59 1.04.3 12.7 2.8 402.7 35.93 403 88240.0 Andrew SBNHH- 3 50 11.4 0.80 0.70 1.08.0 11.9 7.1 935.1 35.93 935 121240.0 T1684KT12-4114 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 35.89 1186 729223.0 Ericsson KRY 112 6 13 0.7 0.80 0.50 2.01.0 5.9 3.5 167.9 35.23 84 64223.0 DAPA 58010S 9 11 3.4 0.80 0.66 2.04.4 6.3 2.7 1538.4 35.23 769 80223.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 35.14 1038 729210.0 Alcatel-Lucent 9500 1 13 0.9 0.80 0.50 0.00.8 10.3 5.8 0.0 34.55 17 11210.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.50 0.02.6 13.0 12.2 0.0 34.55 116 156Page 3





Tower Loading210.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 34.55 131 146210.0 Alcatel-Lucent TD- 3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 34.55 306 170210.0 RFS SB2-107AMPT 1 27 5.4 0.80 1.00 0.02.3 0.0 0.0 0.0 34.55 203 21210.0 RFS APXVTM14-ALU- 3 56 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 34.55 472 137210.0 RFS APXVSPP18-C- 3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 34.55 624 139210.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 34.55 1268 972200.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 1.00.5 6.5 1.5 41.2 34.12 41 15200.0 Andrew DB948F85E- 6 9 3.3 0.80 0.67 1.04.0 7.0 3.5 484.9 34.12 485 41200.0 Antel BXA- 3 25 10.5 0.80 0.69 1.07.8 11.1 6.0 807.5 34.12 808 61200.0 CSS X7C-FRO-640 1 28 11.8 0.80 0.66 1.06.0 18.8 9.0 290.1 34.12 290 23200.0 CSS X7C-865-V 2 37 11.9 0.80 0.69 1.08.0 12.5 7.1 607.5 34.12 608 59200.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 34.07 1250 972180.0 KMW Smart Bias-T 3 1 0.1 0.80 0.50 0.00.3 2.8 1.7 0.0 33.06 4 3180.0 Antel BXA-80063/8CF 3 24 10.7 0.80 0.65 1.07.9 11.2 4.5 749.5 33.11 750 58180.0 KMW AM-X-CW-18- 3 53 11.3 0.80 0.68 1.08.0 11.8 6.0 831.1 33.11 831 129180.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 33.06 1213 972

Totals 109 10189 724.5

(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


245.0 RFS ALE859012-42T0 3 0.7559 4.7 0.73 3.04.0 10.1 7.8 49.7 2.51 17 224245.0 Decibel DB848H90E- 9 0.7591 8.9 0.75 3.08.0 8.0 6.5 287.6 2.51 96 1038245.0 Flat Platform w/ 1 1.002498 49.7 1.00 0.00.0 0.0 0.0 0.0 2.50 106 3478240.0 12" x 9" x 6" TMA 9 0.8030 1.1 0.50 0.01.0 9.0 6.0 0.0 2.49 9 371240.0 Raycap DC6-48-60- 1 1.0044 2.1 1.00 1.02.0 9.7 9.7 4.4 2.49 4 57240.0 Ericsson RRUS 12 w/ 3 0.80114 3.4 0.67 1.01.7 18.5 10.8 11.5 2.49 12 467240.0 Ericsson RRUS-11 3 0.8087 4.1 0.67 1.02.1 18.2 6.7 13.8 2.49 14 352240.0 Kathrein Scala 742 3 0.8073 6.2 0.59 1.04.3 12.7 2.8 18.5 2.49 18 288240.0 Andrew SBNHH- 3 0.80109 12.5 0.70 1.08.0 11.9 7.1 44.5 2.49 44 429240.0 T1684KT12-4114 3 0.75428 20.2 0.75 0.00.0 0.0 0.0 0.0 2.49 72 1758223.0 Ericsson KRY 112 6 0.8020 0.7 0.50 2.01.0 5.9 3.5 7.0 2.44 3 160223.0 DAPA 58010S 9 0.8034 3.7 0.66 2.04.4 6.3 2.7 72.9 2.44 36 386223.0 Round Sector 3 0.75428 20.2 0.67 0.00.0 0.0 0.0 0.0 2.43 63 1758210.0 Alcatel-Lucent 9500 1 0.8022 0.9 0.50 0.00.8 10.3 5.8 0.0 2.39 1 30210.0 Alcatel-Lucent 800 3 0.80103 3.6 0.50 0.02.6 13.0 12.2 0.0 2.39 9 418210.0 Alcatel-Lucent 1900 3 0.8088 2.5 0.50 0.02.1 11.1 10.7 0.0 2.39 6 361210.0 Alcatel-Lucent TD- 3 0.80103 4.5 0.67 0.02.2 18.6 6.7 0.0 2.39 15 420210.0 RFS SB2-107AMPT 1 0.8065 5.9 1.00 0.02.3 0.0 0.0 0.0 2.39 10 85210.0 RFS APXVTM14-ALU- 3 0.80104 6.7 0.66 0.04.7 12.6 6.3 0.0 2.39 22 416210.0 RFS APXVSPP18-C- 3 0.80117 8.4 0.69 0.06.0 11.8 7.0 0.0 2.39 28 463210.0 Flat Light Sector 3 0.75504 23.1 0.67 0.00.0 0.0 0.0 0.0 2.39 71 2102200.0 RFS FD9R6004/1C-3L 6 0.806 0.4 0.50 1.00.5 6.5 1.5 1.9 2.36 2 47200.0 Andrew DB948F85E- 6 0.8032 3.5 0.67 1.04.0 7.0 3.5 22.8 2.36 23 240200.0 Antel BXA- 3 0.8095 11.1 0.69 1.07.8 11.1 6.0 36.8 2.36 37 359200.0 CSS X7C-FRO-640 1 0.80116 12.3 0.66 1.06.0 18.8 9.0 13.1 2.36 13 146200.0 CSS X7C-865-V 2 0.80118 12.4 0.69 1.08.0 12.5 7.1 27.5 2.36 28 301200.0 Flat Light Sector 3 0.75503 23.1 0.67 0.00.0 0.0 0.0 0.0 2.36 70 2099180.0 KMW Smart Bias-T 3 0.802 0.1 0.50 0.00.3 2.8 1.7 0.0 2.29 0 10180.0 Antel BXA-80063/8CF 3 0.8088 11.2 0.65 1.07.9 11.2 4.5 34.1 2.29 34 333180.0 KMW AM-X-CW-18- 3 0.80126 11.9 0.68 1.08.0 11.8 6.0 37.7 2.29 38 492180.0 Flat Light Sector 3 0.75502 23.0 0.67 0.00.0 0.0 0.0 0.0 2.29 67 2094Totals 109 15614 848.1

Page 4





Tower Loading


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


245.0 RFS ALE859012-42T0 3 18 4.4 0.75 0.73 3.04.0 10.1 7.8 185.4 10.04 62 54245.0 Decibel DB848H90E- 9 28 8.4 0.75 0.75 3.08.0 8.0 6.5 1083.0 10.04 361 252245.0 Flat Platform w/ 1 2000 42.4 1.00 1.00 0.00.0 0.0 0.0 0.0 10.00 360 2000240.0 12" x 9" x 6" TMA 9 20 0.9 0.80 0.50 0.01.0 9.0 6.0 0.0 9.94 27 180240.0 Raycap DC6-48-60- 1 20 1.1 1.00 1.00 1.02.0 9.7 9.7 9.4 9.95 9 20240.0 Ericsson RRUS 12 w/ 3 80 3.2 0.80 0.67 1.01.7 18.5 10.8 42.9 9.95 43 240240.0 Ericsson RRUS-11 3 55 3.8 0.80 0.67 1.02.1 18.2 6.7 51.6 9.95 52 165240.0 Kathrein Scala 742 3 36 5.8 0.80 0.59 1.04.3 12.7 2.8 69.7 9.95 70 109240.0 Andrew SBNHH- 3 50 11.4 0.80 0.70 1.08.0 11.9 7.1 161.9 9.95 162 149240.0 T1684KT12-4114 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 9.94 205 900223.0 Ericsson KRY 112 6 13 0.7 0.80 0.50 2.01.0 5.9 3.5 29.1 9.76 15 79223.0 DAPA 58010S 9 11 3.4 0.80 0.66 2.04.4 6.3 2.7 266.3 9.76 133 99223.0 Round Sector 3 300 14.4 0.75 0.67 0.00.0 0.0 0.0 0.0 9.73 180 900210.0 Alcatel-Lucent 9500 1 13 0.9 0.80 0.50 0.00.8 10.3 5.8 0.0 9.57 3 13210.0 Alcatel-Lucent 800 3 64 2.1 0.80 0.50 0.02.6 13.0 12.2 0.0 9.57 20 192210.0 Alcatel-Lucent 1900 3 60 2.3 0.80 0.50 0.02.1 11.1 10.7 0.0 9.57 23 180210.0 Alcatel-Lucent TD- 3 70 4.1 0.80 0.67 0.02.2 18.6 6.7 0.0 9.57 53 210210.0 RFS SB2-107AMPT 1 27 5.4 0.80 1.00 0.02.3 0.0 0.0 0.0 9.57 35 27210.0 RFS APXVTM14-ALU- 3 56 6.3 0.80 0.66 0.04.7 12.6 6.3 0.0 9.57 82 169210.0 RFS APXVSPP18-C- 3 57 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 9.57 108 171210.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.57 219 1200200.0 RFS FD9R6004/1C-3L 6 3 0.4 0.80 0.50 1.00.5 6.5 1.5 7.1 9.45 7 19200.0 Andrew DB948F85E- 6 9 3.3 0.80 0.67 1.04.0 7.0 3.5 84.0 9.45 84 51200.0 Antel BXA- 3 25 10.5 0.80 0.69 1.07.8 11.1 6.0 139.8 9.45 140 75200.0 CSS X7C-FRO-640 1 28 11.8 0.80 0.66 1.06.0 18.8 9.0 50.2 9.45 50 28200.0 CSS X7C-865-V 2 37 11.9 0.80 0.69 1.08.0 12.5 7.1 105.2 9.45 105 73200.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.44 216 1200180.0 KMW Smart Bias-T 3 1 0.1 0.80 0.50 0.00.3 2.8 1.7 0.0 9.16 1 4180.0 Antel BXA-80063/8CF 3 24 10.7 0.80 0.65 1.07.9 11.2 4.5 129.8 9.17 130 72180.0 KMW AM-X-CW-18- 3 53 11.3 0.80 0.68 1.08.0 11.8 6.0 143.9 9.17 144 159180.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 9.16 210 1200Totals 109 10189 724.5

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

10.00 245.0 1 5/8" Coax 6 1.98 0.82 2 Block50 0.00 0.00 1.00 0.00N10.00 245.0 1 5/8" Coax 6 1.98 0.82 2 Individual0 0.00 1.00 1.00 0.00N10.00 245.0 Wave Guide 1 1.25 6.00 2 Individual0 0.00 1.00 1.00 0.00N10.00 240.0 0.39" Fiber Trunk 1 0.39 0.07 Lin App Individual0 0.00 1.00 1.00 0.01N10.00 240.0 0.78" 8 AWG 6 2 0.78 0.59 Lin App Individual0 0.00 1.00 1.00 0.01N10.00 240.0 2 1/4" Coax 12 2.35 1.22 1 Block33 0.00 0.00 1.00 0.00N10.00 240.0 2 1/4" Coax 4 2.38 1.22 1 Block50 0.00 0.00 1.00 0.00N10.00 240.0 3/8" RET Control 1 0.38 0.23 Lin App Individual0 0.00 1.00 1.00 0.01N10.00 240.0 Wave Guide 1 1.25 5.00 1 Individual0 0.00 1.00 1.00 0.00N10.00 223.0 1 5/8" Coax 9 1.98 0.82 3 Individual0 0.00 1.00 1.00 0.00N10.00 223.0 Wave Guide 1 1.25 6.00 3 Individual0 0.00 1.00 1.00 0.00N10.00 210.0 0.24" Cat 5 1 0.24 0.04 Lin App Individual0 0.00 0.00 1.00 0.01N10.00 210.0 1 1/4" Hybriflex 3 1.54 1.00 3 Block67 0.00 0.00 1.00 0.00N10.00 210.0 1 1/4" Hybriflex 1 1.54 1.00 3 Individual0 0.00 0.00 1.00 0.00N10.00 210.0 Wave Guide 1 1.25 6.00 3 Individual0 0.00 1.00 1.00 0.00N10.00 200.0 1 5/8" Coax 8 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N10.00 200.0 1 5/8" Coax 4 1.98 0.82 1 Block50 0.00 0.00 1.00 0.00N10.00 200.0 Wave Guide 1 1.25 6.00 1 Individual0 0.00 1.00 1.00 0.00N10.00 180.0 1 5/8" Coax 12 1.98 0.82 3 Block33 0.00 0.00 1.00 0.00N10.00 180.0 Wave Guide 1 1.25 6.00 3 Individual0 0.00 1.00 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):

0.340.13

81.001.532.283.000.350.200.060.060.03

1.301.26

83.106.98

1):

d1):

kk

1.02

(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

13 3870.009307,559305 66242.5012 2,3480.0541,744,671,850 374230.0011 3,3100.0672,193,722,608 470210.0010 4,4680.0802,610,393,520 559190.009 5,9870.0933,040,444,717 651170.008 6,1990.0822,689,194,884 576150.007 6,9430.0772,515,065,470 539130.006 8,8540.0802,598,786,976 557110.005 9,4350.0662,150,767,433 46190.004 10,0330.0511,666,507,904 35770.003 11,1700.0371,214,488,800 26050.002 11,5340.020659,0269,087 14130.001 11,8820.005170,1679,362 3610.00RFS ALE859012-42T0 690.00255,15954 12245.00Decibel DB848H90E-XY 3200.008257,407252 55245.00Flat Platform w/ Handrails 2,5390.0632,042,902,000 438245.0012" x 9" x 6" TMA 2280.005179,148180 38240.00Raycap DC6-48-60-18-8F (23.5" Height) 250.00119,90520 4240.00Ericsson RRUS 12 w/ RRUS A2 (80 lb) 3050.007238,864240 51240.00Ericsson RRUS-11 2090.005164,219165 35240.00Kathrein Scala 742 352 1390.003108,683109 23240.00Andrew SBNHH-1D65C (49.6lb) 1890.005148,096149 32240.00T1684KT12-4114 Sector Frames 1,1420.027895,742900 192240.00

Page 7





Equivalent Lateral Force MethodEricsson KRY 112 71/x 1010.00271,85879 15223.00DAPA 58010S 1260.00389,82399 19223.00Round Sector Frames 1,1420.025816,574900 175223.00Alcatel-Lucent 9500 MPRe 170.00010,93613 2210.00Alcatel-Lucent 800 MHz 2X50W RRH w/ 2440.005161,510192 35210.00Alcatel-Lucent 1900 MHz 4X45 RRH 2280.005151,416180 32210.00Alcatel-Lucent TD-RRH8x20-25 w/ Solar 2670.005176,651210 38210.00RFS SB2-107AMPT 340.00122,29226 5210.00RFS APXVTM14-ALU-I20 2140.004141,826169 30210.00RFS APXVSPP18-C-A20 2170.004143,845171 31210.00Flat Light Sector Frames 1,5230.0311,009,431,200 216210.00RFS FD9R6004/1C-3L 240.00014,71419 3200.00Andrew DB948F85E-M 650.00140,34451 9200.00Antel BXA-70080/8CF (94.1") 950.00259,32975 13200.00CSS X7C-FRO-640 360.00122,15028 5200.00CSS X7C-865-V 930.00257,90673 12200.00Flat Light Sector Frames 1,5230.029949,2721,200 203200.00KMW Smart Bias-T 50.0002,7024 1180.00Antel BXA-80063/8CF 910.00249,87872 11180.00KMW AM-X-CW-18-65-00T-RET 2010.003109,939159 24180.00Flat Light Sector Frames 1,5230.025831,3001,200 178180.00

83,103 32,604,605 1.000 6,983 105,481

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

LoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Height

vxz

13 2530.009307,559305 66242.5012 1,5360.0541,744,671,850 374230.0011 2,1660.0672,193,722,608 470210.0010 2,9240.0802,610,393,520 559190.009 3,9180.0933,040,434,717 651170.008 4,0570.0822,689,194,884 576150.007 4,5440.0772,515,065,470 539130.006 5,7950.0802,598,786,976 557110.005 6,1750.0662,150,767,433 46190.004 6,5660.0511,666,507,904 35770.003 7,3110.0371,214,488,800 26050.002 7,5490.020659,0269,087 14130.001 7,7770.005170,1679,362 3610.00RFS ALE859012-42T0 450.00255,15954 12245.00Decibel DB848H90E-XY 2090.008257,407252 55245.00Flat Platform w/ Handrails 1,6610.0632,042,902,000 438245.0012" x 9" x 6" TMA 1500.005179,148180 38240.00Raycap DC6-48-60-18-8F (23.5" Height) 170.00119,90520 4240.00Ericsson RRUS 12 w/ RRUS A2 (80 lb) 1990.007238,864240 51240.00Ericsson RRUS-11 1370.005164,219165 35240.00Kathrein Scala 742 352 910.003108,683109 23240.00Andrew SBNHH-1D65C (49.6lb) 1240.005148,096149 32240.00T1684KT12-4114 Sector Frames 7480.027895,742900 192240.00Ericsson KRY 112 71/x 660.00271,85879 15223.00DAPA 58010S 820.00389,82399 19223.00Round Sector Frames 7480.025816,574900 175223.00Alcatel-Lucent 9500 MPRe 110.00010,93613 2210.00

Page 8





Equivalent Lateral Force MethodAlcatel-Lucent 800 MHz 2X50W RRH w/ 1600.005161,510192 35210.00Alcatel-Lucent 1900 MHz 4X45 RRH 1500.005151,416180 32210.00Alcatel-Lucent TD-RRH8x20-25 w/ Solar 1740.005176,651210 38210.00RFS SB2-107AMPT 220.00122,29226 5210.00RFS APXVTM14-ALU-I20 1400.004141,826169 30210.00RFS APXVSPP18-C-A20 1420.004143,845171 31210.00Flat Light Sector Frames 9970.0311,009,431,200 216210.00RFS FD9R6004/1C-3L 150.00014,71419 3200.00Andrew DB948F85E-M 420.00140,34451 9200.00Antel BXA-70080/8CF (94.1") 620.00259,32975 13200.00CSS X7C-FRO-640 230.00122,15028 5200.00CSS X7C-865-V 610.00257,90673 12200.00Flat Light Sector Frames 9970.029949,2721,200 203200.00KMW Smart Bias-T 30.0002,7024 1180.00Antel BXA-80063/8CF 600.00249,87872 11180.00KMW AM-X-CW-18-65-00T-RET 1320.003109,939159 24180.00Flat Light Sector Frames 9970.025831,3001,200 178180.00

83,103 32,604,604 1.000 6,983 69,037

Page 9





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 0.340.131.001.532.283.000.350.20

1.301.02

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 SHorizontal

Force(lb) (lb)ForceVertical

LoadCase (1.2 + 0.2Sds) * DL + E Seismic Above Base

az13 3870.6961.0691.7841.852305 92242.5012 2,3480.5070.7630.9961.6661,850 406230.0011 3,3100.2820.4200.2631.3892,608 319210.0010 4,4680.1480.210-0.0471.1373,520 226190.009 5,9870.0890.091-0.1220.9104,717 182170.008 6,1990.0780.032-0.0890.7084,884 166150.007 6,9430.0850.009-0.0280.5325,470 201130.006 8,8540.0880.0070.0240.3816,976 265110.005 9,4350.0810.0170.0540.2557,433 26190.004 10,0330.0690.0300.0680.1547,904 23570.003 11,1700.0560.0400.0720.0798,800 21450.002 11,5340.0450.0400.0680.0289,087 17530.001 11,8820.0230.0210.0380.0039,362 9510.00RFS ALE859012-42T0 690.7391.1401.9801.89054 17245.00Decibel DB848H90E-XY 3200.7391.1401.9801.890252 81245.00Flat Platform w/ Handrails 2,5390.7391.1401.9801.8902,000 640245.0012" x 9" x 6" TMA 2280.6551.0011.6011.814180 51240.00Raycap DC6-48-60-18-8F (23.5" 250.6551.0011.6011.81420 6240.00Ericsson RRUS 12 w/ RRUS A2 3050.6551.0011.6011.814240 68240.00Ericsson RRUS-11 2090.6551.0011.6011.814165 47240.00Kathrein Scala 742 352 1390.6551.0011.6011.814109 31240.00Andrew SBNHH-1D65C (49.6lb) 1890.6551.0011.6011.814149 42240.00T1684KT12-4114 Sector Frames 1,1420.6551.0011.6011.814900 256240.00Ericsson KRY 112 71/x 1010.4170.6250.6761.56679 14223.00DAPA 58010S 1260.4170.6250.6761.56699 18223.00Round Sector Frames 1,1420.4170.6250.6761.566900 163223.00Alcatel-Lucent 9500 MPRe 170.2820.4200.2631.38913 2210.00Alcatel-Lucent 800 MHz 2X50W 2440.2820.4200.2631.389192 23210.00Alcatel-Lucent 1900 MHz 4X45 2280.2820.4200.2631.389180 22210.00Alcatel-Lucent TD-RRH8x20-25 2670.2820.4200.2631.389210 26210.00RFS SB2-107AMPT 340.2820.4200.2631.38926 3210.00RFS APXVTM14-ALU-I20 2140.2820.4200.2631.389169 21210.00RFS APXVSPP18-C-A20 2170.2820.4200.2631.389171 21210.00Flat Light Sector Frames 1,5230.2820.4200.2631.3891,200 147210.00RFS FD9R6004/1C-3L 240.2040.3010.0681.25919 2200.00Andrew DB948F85E-M 650.2040.3010.0681.25951 5200.00Antel BXA-70080/8CF (94.1") 950.2040.3010.0681.25975 7200.00CSS X7C-FRO-640 360.2040.3010.0681.25928 2200.00

Page 10





Equivalent Modal Analysis MethodCSS X7C-865-V 930.2040.3010.0681.25973 6200.00Flat Light Sector Frames 1,5230.2040.3010.0681.2591,200 106200.00KMW Smart Bias-T 50.1110.142-0.1041.0204 0180.00Antel BXA-80063/8CF 910.1110.142-0.1041.02072 3180.00KMW AM-X-CW-18-65-00T-RET 2010.1110.142-0.1041.020159 8180.00Flat Light Sector Frames 1,5230.1110.142-0.1041.0201,200 58180.00

83,103 54.903 24.350 20.784 14.231 4,732 105,481

Section (ft)Height

Weight(lb) a b c S

HorizontalForce

(lb) (lb)Force

VerticalLoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL)

Above Baseaz

13 2530.6961.0691.7841.852305 92242.5012 1,5360.5070.7630.9961.6661,850 406230.0011 2,1660.2820.4200.2631.3892,608 319210.0010 2,9240.1480.210-0.0471.1373,520 226190.009 3,9180.0890.091-0.1220.9104,717 182170.008 4,0570.0780.032-0.0890.7084,884 166150.007 4,5440.0850.009-0.0280.5325,470 201130.006 5,7950.0880.0070.0240.3816,976 265110.005 6,1750.0810.0170.0540.2557,433 26190.004 6,5660.0690.0300.0680.1547,904 23570.003 7,3110.0560.0400.0720.0798,800 21450.002 7,5490.0450.0400.0680.0289,087 17530.001 7,7770.0230.0210.0380.0039,362 9510.00RFS ALE859012-42T0 450.7391.1401.9801.89054 17245.00Decibel DB848H90E-XY 2090.7391.1401.9801.890252 81245.00Flat Platform w/ Handrails 1,6610.7391.1401.9801.8902,000 640245.0012" x 9" x 6" TMA 1500.6551.0011.6011.814180 51240.00Raycap DC6-48-60-18-8F (23.5" 170.6551.0011.6011.81420 6240.00Ericsson RRUS 12 w/ RRUS A2 1990.6551.0011.6011.814240 68240.00Ericsson RRUS-11 1370.6551.0011.6011.814165 47240.00Kathrein Scala 742 352 910.6551.0011.6011.814109 31240.00Andrew SBNHH-1D65C (49.6lb) 1240.6551.0011.6011.814149 42240.00T1684KT12-4114 Sector Frames 7480.6551.0011.6011.814900 256240.00Ericsson KRY 112 71/x 660.4170.6250.6761.56679 14223.00DAPA 58010S 820.4170.6250.6761.56699 18223.00Round Sector Frames 7480.4170.6250.6761.566900 163223.00Alcatel-Lucent 9500 MPRe 110.2820.4200.2631.38913 2210.00Alcatel-Lucent 800 MHz 2X50W 1600.2820.4200.2631.389192 23210.00Alcatel-Lucent 1900 MHz 4X45 1500.2820.4200.2631.389180 22210.00Alcatel-Lucent TD-RRH8x20-25 1740.2820.4200.2631.389210 26210.00RFS SB2-107AMPT 220.2820.4200.2631.38926 3210.00RFS APXVTM14-ALU-I20 1400.2820.4200.2631.389169 21210.00RFS APXVSPP18-C-A20 1420.2820.4200.2631.389171 21210.00Flat Light Sector Frames 9970.2820.4200.2631.3891,200 147210.00RFS FD9R6004/1C-3L 150.2040.3010.0681.25919 2200.00Andrew DB948F85E-M 420.2040.3010.0681.25951 5200.00Antel BXA-70080/8CF (94.1") 620.2040.3010.0681.25975 7200.00CSS X7C-FRO-640 230.2040.3010.0681.25928 2200.00CSS X7C-865-V 610.2040.3010.0681.25973 6200.00Flat Light Sector Frames 9970.2040.3010.0681.2591,200 106200.00KMW Smart Bias-T 30.1110.142-0.1041.0204 0180.00Antel BXA-80063/8CF 600.1110.142-0.1041.02072 3180.00KMW AM-X-CW-18-65-00T-RET 1320.1110.142-0.1041.020159 8180.00Flat Light Sector Frames 9970.1110.142-0.1041.0201,200 58180.0083,103 54.903 24.350 20.784 14.231 4,732 69,037

Page 11





Force/Stress Summary Section: 20.000Height (ft):0.00Bot Elev (ft):1 Section 1

DIAGHORIZLEG PX - 8" DIA PIPE

DAE - 4X4X0.375 -24.950.00-569.52 1.2D + 1.6W

1.2D + 1.6W 37.840.00020.04 250

25 50025 25 20.9 50.0 557.93 0 0 0.00 0.00 102 Member X

Bolt Shear5173.0848.702250.9936.0159.2170 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 Num

Holes (kip)phiRnvShear BearphiRn

(kip) %Use

Controls


DAE - 4X4X0.375 22.010.00

486.51 0.9D + 1.6W 60 0.9D + 1.6W 90 36

050 65

058 162.15

002

576.000.00

002 48.70

0.000.00 0.00

0.0051.68 45

084 Member

Bolt Shear

Controls%Use(kip)phiRnBear(kip)phiRnvShear

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

0.0084.34

Bolt TypeBolts%(kip)Max Splice Forces Pu(kip) Load CaseTop TensionTop CompressionBot CompressionBot Tension

phiRnt Use

549.73 1.2D + 1.6W 0.00 0467.53 0.9D + 1.6W 180 0.00 0

598.24 1.2D + 1.6W 0.00 0512.14 0.9D + 1.6W 180 692.94 7406 1 3/8 A193 GR B7

Num

Section: 20.000Height (ft):20.00Bot Elev (ft):2 Section 2


DAE - 4X4X0.375 -23.290.00-527.56 1.2D + 1.6W

1.2D + 1.6W 90 35.590.00019.37 500

25 50050 50 40.4 50.0 511.32 0 0 0.00 0.00 103 Member X

Bolt Shear6562.6435.782257.6736.0149.7170 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


DAE - 4X4X0.375 23.620.00

471.31 0.9D + 1.6W 60 1.2D + 1.6W 120 36

050 65

058 165.20

002

576.000.00

002 35.78

0.000.00 0.00

0.0044.11 66

081 Member

Bolt Shear



0.0083.80


phiRnt Use

502.84 1.2D + 1.6W 0.00 0431.28 0.9D + 1.6W 180 0.00 0

549.73 1.2D + 1.6W 0.00 0467.53 0.9D + 1.6W 180 523.32 8906 1 1/4 A325

Num

Page 12







DAE - 4X4X0.375 -25.330.00-469.09 1.2D + 1.6W

1.2D + 1.6W 33.720.00019.37 500

25 50050 50 40.4 50.0 511.32 0 0 0.00 0.00 91 Member X

Bolt Shear7062.6435.782264.2336.0141.8170 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


DAE - 4X4X0.375 22.940.00432.13 0.9D + 1.6W 180

0.9D + 1.6W 90 36050 650

58 165.20002

576.000.00 002 35.78

0.000.00 0.000.0044.11 64

075 Member

Bolt Shear



0.0083.80


phiRnt Use

449.00 1.2D + 1.6W 0.00 0387.37 0.9D + 1.6W 180 0.00 0

502.84 1.2D + 1.6W 0.00 0431.28 0.9D + 1.6W 180 523.32 8206 1 1/4 A325

Num



SAE - 5X5X0.3125 -20.110.00-434.63 1.2D + 1.6W

1.2D + 1.6W 90 26.640.0009.69 1000

48 480100 100 40.4 50.0 511.32 0 0 0.00 0.00 85 Member X

Bolt Shear8230.4524.351128.7135.9154.4480 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 - 5X5X0.3125 19.630.00387.23 0.9D + 1.6W 60

0.9D + 1.6W 90 36050 650

58 88.66001

576.000.00 001 24.35

0.000.00 0.000.0021.53 91

067 Member

Bolt Bear



0.0041.94


phiRnt Use

394.95 1.2D + 1.6W 0.00 0343.02 0.9D + 1.6W 180 0.00 0

449.00 1.2D + 1.6W 0.00 0387.37 0.9D + 1.6W 180 523.32 74

06 1 1/4 A325

Num

Page 13






DIAGHORIZLEG PST - 8" DIA PIPE

SAE - 5X5X0.3125 -17.930.00-394.11 1.2D + 1.6W

1.2D + 1.6W 90 25.560.0000.33 500

49 49050 50 0.7 50.0 377.99 0 0 0.00 0.00 104 Member X

Member Z590.000.000029.9235.9151.3490 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 - 5X5X0.3125 17.760.00342.49 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 98.17000

378.000.00 000 0.00

0.000.00 0.000.000.00 18

090 Member

Member



0.000.00


phiRnt Use

341.19 1.2D + 1.6W 0.00 0297.94 0.9D + 1.6W 180 0.00 0

394.95 1.2D + 1.6W 0.00 0343.02 0.9D + 1.6W 180 0.00 00

Num



SAE - 4X4X0.375 -16.230.00-340.41 1.2D + 1.6W

1.2D + 1.6W 90 23.500.0000.33 500

49 49050 50 0.9 50.0 377.98 0 0 0.00 0.00 90 Member X

Member Z790.000.000020.5336.0177.4490 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 - 4X4X0.375 16.130.00295.01 1.2D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 92.66000

378.000.00 000 0.00

0.000.00 0.000.000.00 17

078 Member

Member



0.000.00


phiRnt Use

288.61 1.2D + 1.6W 0.00 0253.29 0.9D + 1.6W 180 0.00 0

341.19 1.2D + 1.6W 0.00 0297.94 0.9D + 1.6W 180 0.00 0

0

Num

Page 14







SAE - 3.5X3.5X0.3125 -14.970.00-273.99 1.2D + 1.6W

1.2D + 1.6W 90 21.470.0009.69 1000

48 480100 100 53.0 50.0 307.91 0 0 0.00 0.00 88 Member X

Member Z1010.000.000014.7036.0179.2480 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 - 3.5X3.5X0.3125 15.030.00253.77 0.9D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 67.72000

378.000.00 000 0.00

0.000.00 0.000.000.00 22

067 Member

Member



0.000.00


phiRnt Use

236.22 1.2D + 1.6W 0.00 0207.71 0.9D + 1.6W 180 0.00 0

288.61 1.2D + 1.6W 0.00 0253.29 0.9D + 1.6W 180 0.00 00

Num



SAE - 3.5X3.5X0.25 -13.970.00-235.62 1.2D + 1.6W

1.2D + 1.6W 90 19.480.0000.33 500

49 49050 50 0.9 50.0 251.09 0 0 0.00 0.00 93 Member X

Member Z1010.000.000013.7636.0166.6490 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 - 3.5X3.5X0.25 13.780.00206.59 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 54.76000

251.100.00 000 0.00

0.000.00 0.000.000.00 25

082 Member

Member



0.000.00


phiRnt Use

183.70 1.2D + 1.6W 0.00 0161.19 0.9D + 1.6W 180 0.00 0

236.22 1.2D + 1.6W 0.00 0207.71 0.9D + 1.6W 180 0.00 0

0

Num

Page 15







SAE - 3X3X0.25 -12.290.00-172.93 1.2D + 1.6W

1.2D + 1.6W 90 16.300.0006.68 1000

49 490100 100 0.0 0.0 183.50 0 0 0.00 0.00 94 User Input

Member Z990.000.000012.4136.0161.9490 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 - 3X3X0.25 12.150.00151.76 0.9D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 46.66000

193.500.00 000 0.00

0.000.00 0.000.000.00 26

078 Member

Member



0.000.00


phiRnt Use

127.15 1.2D + 1.6W 0.00 0109.86 0.9D + 1.6W 180 0.00 0

183.70 1.2D + 1.6W 0.00 0161.19 0.9D + 1.6W 180 0.00 00

Num



SAE - 2.5X2.5X0.25 -9.120.00-118.95 1.2D + 1.6W

1.2D + 1.6W 14.150.0006.46 1000

49 490100 100 52.4 50.0 162.40 0 0 0.00 0.00 73 Member X

Member Z970.000.00009.3636.0169.5490 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 - 2.5X2.5X0.25 9.520.00112.49 0.9D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 38.56000

198.450.00 000 0.00

0.000.00 0.000.000.00 24

056 Member

Member



0.000.00


phiRnt Use

80.16 1.2D + 1.6W 0.00 068.55 0.9D + 1.6W 180 0.00 0

127.15 1.2D + 1.6W 0.00 0109.86 0.9D + 1.6W 180 0.00 0

0

Num

Page 16






DIAGHORIZLEG PST - 3-1/2" DIA PIP

SAE - 2.5X2.5X0.25 -7.090.00-71.19 1.2D + 1.6W

1.2D + 1.6W 90 12.190.0006.46 1000

49 490100 100 57.8 50.0 94.44 0 0 0.00 0.00 75 Member X

Member Z560.000.000012.6136.0146.0490 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 PST - 3-1/2" DIA PIP

SAE - 2.5X2.5X0.25 7.000.0069.05 0.9D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 38.56000

120.600.00 000 0.00

0.000.00 0.000.000.00 18

057 Member

Member



0.000.00


phiRnt Use

41.32 1.2D + 1.6W 0.00 035.26 0.9D + 1.6W 180 0.00 0

80.16 1.2D + 1.6W 0.00 068.55 0.9D + 1.6W 180 0.00 00

Num



SAE - 2X2X0.1875 -4.740.00-36.24 1.2D + 1.6W

1.2D + 1.6W 90 9.5120.0004.84 1000

49 490100 100 50.1 50.0 83.52 0 0 0.00 0.00 43 Member X

Member Z590.000.00008.0236.0142.0490 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 - 2X2X0.1875 4.760.0035.38 0.9D + 1.6W 180

1.2D + 1.6W 90 36050 650

58 23.17000

100.350.00 000 0.00

0.000.00 0.000.000.00 20

035 Member

Member



0.000.00


phiRnt Use

8.55 1.2D + 1.6W 0.00 05.38 0.9D + 1.6W 180 0.00 0

41.32 1.2D + 1.6W 0.00 035.26 0.9D + 1.6W 180 0.00 0

0

Num

Page 17






DIAGHORIZLEG PST - 2-1/2" DIA PIPSAE - 1.75X1.75X0.18

SAE - 1.75X1.75X0.18 -2.99-1.25-7.48 1.2D + 1.6W 1.2D + 1.6W

1.2D + 1.6W 7.8006.2500.33 100100

49 49100100 100 4.2 50.0 76.58 0 0 0.00 0.00 9 Member XMember ZMember Z380.000.00007.8536.0133.749

100 218.7 36.0 2.93 0 0 0.00 0.00 42Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG PST - 2-1/2" DIA PIPSAE - 1.75X1.75X0.18

SAE - 1.75X1.75X0.18 2.921.315.45 1.2D + 1.6W 180 1.2D + 1.6W

1.2D + 1.6W 330 363650 6558

58 20.12000

76.6820.12 000 0.00

0.000.00 0.000.000.00 14

67 MemberMember

Member



0.000.00


phiRnt Use

1.42 1.2D + 1.0Di + 0.00 00.00 0.00 0

8.55 1.2D + 1.6W 0.00 05.38 0.9D + 1.6W 180 0.00 00

Num

Page 18





Detailed Reactions

Load Case Node (kip)FX FY(kip) (kip)FZ (-) = Uplift (+) = Down1.2D + 1.6W Normal 1 0.00 596.62 -74.37 1a 26.31 -248.45 -21.21 1b -26.31 -248.45 -21.211.2D + 1.6W 60 deg 1 -5.12 299.84 -36.00 1a -33.71 299.06 13.57 1b -55.74 -499.18 -32.171.2D + 1.6W 90 deg 1 -5.85 33.25 -2.34 1a -55.01 500.64 28.18 1b -50.24 -434.16 -25.841.2D + 1.6W 120 deg 1 -5.24 -248.45 33.39 1a -64.40 595.85 37.17 1b -31.52 -247.67 -12.161.2D + 1.6W 180 deg 1 0.00 -499.96 64.38 1a -28.63 299.84 22.41 1b 28.63 299.84 22.411.2D + 1.6W 210 deg 1 2.74 -435.06 56.46 1a 0.88 33.70 6.22 1b 51.92 501.09 33.541.2D + 1.6W 240 deg 1 5.24 -248.45 33.39 1a 31.52 -247.67 -12.16 1b 64.40 595.85 37.171.2D + 1.6W 300 deg 1 5.12 299.84 -36.00 1a 55.74 -499.18 -32.17 1b 33.71 299.06 13.571.2D + 1.6W 330 deg 1 3.10 501.54 -61.75 1a 47.52 -434.61 -30.58 1b 4.92 32.80 -3.880.9D + 1.6W Normal 1 0.00 587.64 -73.68 1a 26.91 -256.42 -21.56 1b -26.91 -256.42 -21.560.9D + 1.6W 60 deg 1 -5.12 291.21 -35.31 1a -33.12 290.43 13.23 1b -56.34 -506.85 -32.510.9D + 1.6W 90 deg 1 -5.85 24.94 -1.65 1a -54.41 491.76 27.83 1b -50.84 -441.91 -26.190.9D + 1.6W 120 deg 1 -5.24 -256.42 34.08 1a -63.80 586.86 36.82 1b -32.12 -255.64 -12.500.9D + 1.6W 180 deg 1 0.00 -507.62 65.07 1a -28.03 291.21 22.06 1b 28.03 291.21 22.060.9D + 1.6W 210 deg 1 2.74 -442.80 57.15 1a 1.48 25.39 5.88

Page 19





1b 51.33 492.21 33.190.9D + 1.6W 240 deg 1 5.24 -256.42 34.08 1a 32.12 -255.64 -12.50 1b 63.80 586.86 36.820.9D + 1.6W 300 deg 1 5.12 291.21 -35.31 1a 56.34 -506.85 -32.51 1b 33.12 290.43 13.230.9D + 1.6W 330 deg 1 3.10 492.66 -61.06 1a 48.12 -442.35 -30.93 1b 4.33 24.49 -4.231.2D + 1.0Di + 1.0Wi Normal 1 0.00 80.05 -5.83 1a 0.25 30.69 -0.51 1b -0.25 30.69 -0.511.2D + 1.0Di + 1.0Wi 60 deg 1 -0.29 62.98 -3.63 1a -3.29 62.94 1.56 1b -2.07 15.50 -1.191.2D + 1.0Di + 1.0Wi 90 deg 1 -0.34 47.14 -1.63 1a -4.54 74.80 2.42 1b -1.72 19.48 -0.801.2D + 1.0Di + 1.0Wi 120 deg 1 -0.31 30.69 0.47 1a -5.04 80.02 2.91 1b -0.56 30.72 0.031.2D + 1.0Di + 1.0Wi 180 deg 1 0.00 15.47 2.39 1a -3.00 62.98 2.07 1b 3.00 62.98 2.071.2D + 1.0Di + 1.0Wi 210 deg 1 0.17 19.44 1.89 1a -1.24 47.16 1.11 1b 4.37 74.82 2.721.2D + 1.0Di + 1.0Wi 240 deg 1 0.31 30.69 0.47 1a 0.56 30.72 0.03 1b 5.04 80.02 2.911.2D + 1.0Di + 1.0Wi 300 deg 1 0.29 62.98 -3.63 1a 2.07 15.50 -1.19 1b 3.29 62.94 1.561.2D + 1.0Di + 1.0Wi 330 deg 1 0.17 74.84 -5.14 1a 1.55 19.46 -1.09 1b 1.58 47.12 0.52(1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 73.22 -7.35 1a -0.71 13.16 0.22 1b 0.71 13.16 0.22(1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 62.01 -5.95 1a -1.27 18.76 0.65 1b 1.27 18.76 0.65(1.2 + 0.2Sds) * DL + E 60 deg M1 1 -0.17 53.20 -5.14 1a -4.53 53.20 2.42 1b -1.29 -6.86 -0.74(1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.07 47.60 -4.44 1a -3.88 47.60 2.16 1b -0.07 4.35 -0.04

Page 20





(1.2 + 0.2Sds) * DL + E 90 deg M1 1 -0.19 33.18 -2.93 1a -5.90 67.86 3.29 1b -0.82 -1.50 -0.36(1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.08 33.18 -2.93 1a -4.82 58.15 2.74 1b 0.26 8.21 0.19(1.2 + 0.2Sds) * DL + E 120 deg M1 1 -0.17 13.16 -0.72 1a -6.36 73.22 3.67 1b 0.54 13.16 0.51(1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.07 18.76 -1.42 1a -5.15 62.01 2.97 1b 1.20 18.76 0.77(1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 -6.86 1.49 1a -4.36 53.20 2.72 1b 4.36 53.20 2.72(1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 4.35 0.09 1a -3.81 47.60 2.28 1b 3.81 47.60 2.28(1.2 + 0.2Sds) * DL + E 210 deg M1 1 0.10 -1.50 0.89 1a -2.44 33.18 1.63 1b 5.80 67.86 3.46(1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.04 8.21 -0.32 1a -2.50 33.18 1.53 1b 4.78 58.15 2.81(1.2 + 0.2Sds) * DL + E 240 deg M1 1 0.17 13.16 -0.72 1a -0.54 13.16 0.51 1b 6.36 73.22 3.67(1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.07 18.76 -1.42 1a -1.20 18.76 0.77 1b 5.15 62.01 2.97(1.2 + 0.2Sds) * DL + E 300 deg M1 1 0.17 53.20 -5.14 1a 1.29 -6.86 -0.74 1b 4.53 53.20 2.42(1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.07 47.60 -4.44 1a 0.07 4.35 -0.04 1b 3.88 47.60 2.16(1.2 + 0.2Sds) * DL + E 330 deg M1 1 0.10 67.86 -6.76 1a 0.73 -1.50 -0.53 1b 2.63 33.18 1.30(1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.04 58.15 -5.54 1a -0.30 8.21 0.13 1b 2.58 33.18 1.40(0.9 - 0.2Sds) * DL + E Normal M1 1 0.00 61.68 -6.34 1a 0.17 1.73 -0.29 1b -0.17 1.73 -0.29(0.9 - 0.2Sds) * DL + E Normal M2 1 0.00 50.49 -4.94 1a -0.39 7.33 0.15 1b 0.39 7.33 0.15

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(0.9 - 0.2Sds) * DL + E 60 deg M1 1 -0.17 41.70 -4.13 1a -3.66 41.70 1.92 1b -2.16 -18.25 -1.25(0.9 - 0.2Sds) * DL + E 60 deg M2 1 -0.07 36.10 -3.43 1a -3.00 36.10 1.65 1b -0.95 -7.06 -0.55(0.9 - 0.2Sds) * DL + E 90 deg M1 1 -0.20 21.72 -1.92 1a -5.02 56.33 2.79 1b -1.70 -12.90 -0.87(0.9 - 0.2Sds) * DL + E 90 deg M2 1 -0.08 21.72 -1.92 1a -3.95 46.64 2.23 1b -0.62 -3.20 -0.31(0.9 - 0.2Sds) * DL + E 120 deg M1 1 -0.17 1.73 0.29 1a -5.49 61.68 3.17 1b -0.34 1.73 0.00(0.9 - 0.2Sds) * DL + E 120 deg M2 1 -0.07 7.33 -0.41 1a -4.28 50.49 2.47 1b 0.32 7.33 0.27(0.9 - 0.2Sds) * DL + E 180 deg M1 1 0.00 -18.25 2.50 1a -3.49 41.70 2.21 1b 3.49 41.70 2.21(0.9 - 0.2Sds) * DL + E 180 deg M2 1 0.00 -7.06 1.10 1a -2.93 36.10 1.77 1b 2.93 36.10 1.77(0.9 - 0.2Sds) * DL + E 210 deg M1 1 0.10 -12.90 1.91 1a -1.56 21.72 1.13 1b 4.93 56.33 2.96(0.9 - 0.2Sds) * DL + E 210 deg M2 1 0.04 -3.21 0.69 1a -1.62 21.72 1.03 1b 3.90 46.64 2.30(0.9 - 0.2Sds) * DL + E 240 deg M1 1 0.17 1.73 0.29 1a 0.34 1.73 0.00 1b 5.49 61.68 3.17(0.9 - 0.2Sds) * DL + E 240 deg M2 1 0.07 7.33 -0.41 1a -0.32 7.33 0.27 1b 4.28 50.49 2.47(0.9 - 0.2Sds) * DL + E 300 deg M1 1 0.17 41.70 -4.13 1a 2.16 -18.25 -1.25 1b 3.66 41.70 1.92(0.9 - 0.2Sds) * DL + E 300 deg M2 1 0.07 36.10 -3.43 1a 0.95 -7.06 -0.55 1b 3.00 36.10 1.65(0.9 - 0.2Sds) * DL + E 330 deg M1 1 0.10 56.33 -5.75 1a 1.60 -12.90 -1.04 1b 1.76 21.72 0.79(0.9 - 0.2Sds) * DL + E 330 deg M2 1 0.04 46.64 -4.53 1a 0.58 -3.20 -0.38 1b 1.70 21.72 0.891.0D + 1.0W Service Normal 1 0.00 125.94 -14.80

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1a 2.95 -21.42 -2.78 1b -2.95 -21.42 -2.781.0D + 1.0W Service 60 deg 1 -0.86 74.21 -8.16 1a -7.49 74.07 3.33 1b -8.14 -65.18 -4.701.0D + 1.0W Service 90 deg 1 -1.01 27.70 -2.30 1a -11.18 109.23 5.86 1b -7.18 -53.83 -3.561.0D + 1.0W Service 120 deg 1 -0.94 -21.42 3.94 1a -12.81 125.80 7.40 1b -3.88 -21.28 -1.161.0D + 1.0W Service 180 deg 1 0.00 -65.31 9.40 1a -6.63 74.21 4.82 1b 6.63 74.21 4.821.0D + 1.0W Service 210 deg 1 0.50 -53.98 8.00 1a -1.49 27.78 2.02 1b 10.67 109.31 6.751.0D + 1.0W Service 240 deg 1 0.94 -21.42 3.94 1a 3.88 -21.28 -1.16 1b 12.81 125.80 7.401.0D + 1.0W Service 300 deg 1 0.86 74.21 -8.16 1a 8.14 -65.18 -4.70 1b 7.49 74.07 3.331.0D + 1.0W Service 330 deg 1 0.51 109.38 -12.62 1a 6.68 -53.90 -4.43 1b 2.49 27.62 0.27

Max Uplift: Max Down: Max Shear:

507.62(kip)596.62(kip)74.37 (kip)

Moment:Total Down:Total Shear:

(kip-ft)(kip)(kip)

947.69116.80

99.721.2D + 1.6W NormalMoment Ice:

Total Down Ice:Total Shear Ice: 6.84

141.4216,222.79 (kip-ft)

(kip)(kip)

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

Deflections and Rotations

Load Case Resultant(deg)114 mph Normal to Face with No Ice 1.466 1.1078180.00 0.0710 1.1078114 mph Normal to Face with No Ice 1.846 1.4415200.00 0.1030 1.4415114 mph Normal to Face with No Ice 1.984 1.1446206.78 0.1146 1.1503114 mph Normal to Face with No Ice 2.384 1.3109225.17 0.1249 1.3168114 mph Normal to Face with No Ice 2.728 1.5452240.00 0.0854 1.5452114 mph Normal to Face with No Ice 2.846 1.8748245.00 0.0828 1.8766114 mph 60 degree with No Ice 1.397 1.0419180.00 0.2714 1.0767114 mph 60 degree with No Ice 1.759 1.3203200.00 0.3796 1.3738114 mph 60 degree with No Ice 1.891 1.0931206.78 0.4270 1.1596114 mph 60 degree with No Ice 2.272 1.1847225.17 0.5654 1.2849114 mph 60 degree with No Ice 2.599 1.5208240.00 0.6534 1.6552114 mph 60 degree with No Ice 2.711 1.0953245.00 0.6981 1.2559114 mph 90 degree with No Ice 1.411 1.0302180.00 -0.2337 1.0371114 mph 90 degree with No Ice 1.776 1.2826200.00 -0.3043 1.2920114 mph 90 degree with No Ice 1.909 1.0946206.78 -0.3172 1.1396114 mph 90 degree with No Ice 2.293 1.1584225.17 -0.3720 1.2167114 mph 90 degree with No Ice 2.622 1.5158240.00 -0.3780 1.5281114 mph 90 degree with No Ice 2.733 0.6186245.00 -0.3779 0.7249114 mph 120 degree with No Ice 1.462 1.0847180.00 -0.3388 1.0884114 mph 120 degree with No Ice 1.839 1.3853200.00 -0.4619 1.3854114 mph 120 degree with No Ice 1.976 1.1492206.78 -0.5106 1.2233114 mph 120 degree with No Ice 2.372 1.2467225.17 -0.6697 1.3697114 mph 120 degree with No Ice 2.713 1.5726240.00 -0.7807 1.6640114 mph 120 degree with No Ice 2.828 1.1185245.00 -0.8286 1.3762114 mph 180 degree with No Ice 1.401 1.0640180.00 0.0711 1.0640114 mph 180 degree with No Ice 1.766 1.3725200.00 0.1011 1.3725114 mph 180 degree with No Ice 1.899 1.1001206.78 0.1169 1.1063114 mph 180 degree with No Ice 2.284 1.2649225.17 0.1302 1.2716114 mph 180 degree with No Ice 2.615 1.4925240.00 0.0895 1.4925114 mph 180 degree with No Ice 2.729 1.8287245.00 0.0918 1.8310114 mph 210 degree with No Ice 1.415 1.0573180.00 0.2480 1.0787114 mph 210 degree with No Ice 1.783 1.3413200.00 0.3434 1.3685114 mph 210 degree with No Ice 1.917 1.1290206.78 0.3865 1.1560114 mph 210 degree with No Ice 2.304 1.2811225.17 0.5228 1.3292114 mph 210 degree with No Ice 2.638 1.4784240.00 0.6292 1.6067114 mph 210 degree with No Ice 2.752 1.6427245.00 0.6760 1.7262114 mph 240 degree with No Ice 1.462 1.0847180.00 0.3388 1.0884114 mph 240 degree with No Ice 1.839 1.3853200.00 0.4619 1.3854114 mph 240 degree with No Ice 1.976 1.1492206.78 0.5106 1.2233114 mph 240 degree with No Ice 2.372 1.2467225.17 0.6697 1.3697114 mph 240 degree with No Ice 2.713 1.5726240.00 0.7807 1.6640114 mph 240 degree with No Ice 2.828 1.1185245.00 0.8286 1.3762114 mph 300 degree with No Ice 1.397 1.0419180.00 0.0740 1.0767114 mph 300 degree with No Ice 1.759 1.3203200.00 0.0766 1.3738114 mph 300 degree with No Ice 1.891 1.0931206.78 0.0521 1.1596114 mph 300 degree with No Ice 2.272 1.1847225.17 -0.0057 1.2849114 mph 300 degree with No Ice 2.599 1.5208240.00 -0.0995 1.6552114 mph 300 degree with No Ice 2.711 1.0953245.00 -0.1451 1.2559114 mph 330 degree with No Ice 1.415 1.0653180.00 -0.0111 1.0956114 mph 330 degree with No Ice 1.783 1.3471200.00 -0.0342 1.3895114 mph 330 degree with No Ice 1.917 1.1075206.78 -0.0636 1.1817114 mph 330 degree with No Ice 2.304 1.2448225.17 -0.1416 1.3590114 mph 330 degree with No Ice 2.637 1.4975240.00 -0.2372 1.6133114 mph 330 degree with No Ice 2.752 1.6562245.00 -0.2830 1.7490114 mph Normal to Face with No Ice (Reduced DL) 1.464 1.1056180.00 0.0712 1.1056

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114 mph Normal to Face with No Ice (Reduced DL) 1.842 1.4377200.00 0.1032 1.4377114 mph Normal to Face with No Ice (Reduced DL) 1.980 1.1419206.78 0.1148 1.1477114 mph Normal to Face with No Ice (Reduced DL) 2.380 1.3080225.17 0.1251 1.3139114 mph Normal to Face with No Ice (Reduced DL) 2.723 1.5410240.00 0.0857 1.5410114 mph Normal to Face with No Ice (Reduced DL) 2.841 1.8718245.00 0.0831 1.8736114 mph 60 deg with No Ice (Reduced DL) 1.394 1.0396180.00 0.2711 1.0743114 mph 60 deg with No Ice (Reduced DL) 1.756 1.3173200.00 0.3791 1.3708114 mph 60 deg with No Ice (Reduced DL) 1.887 1.0907206.78 0.4264 1.1571114 mph 60 deg with No Ice (Reduced DL) 2.268 1.1819225.17 0.5646 1.2821114 mph 60 deg with No Ice (Reduced DL) 2.594 1.5169240.00 0.6523 1.6513114 mph 60 deg with No Ice (Reduced DL) 2.706 1.0928245.00 0.6970 1.2532114 mph 90 deg with No Ice (Reduced DL) 1.409 1.0281180.00 -0.2335 1.0350114 mph 90 deg with No Ice (Reduced DL) 1.773 1.2791200.00 -0.3040 1.2886114 mph 90 deg with No Ice (Reduced DL) 1.905 1.0921206.78 -0.3169 1.1372114 mph 90 deg with No Ice (Reduced DL) 2.288 1.1556225.17 -0.3716 1.2139114 mph 90 deg with No Ice (Reduced DL) 2.617 1.5119240.00 -0.3775 1.5242114 mph 90 deg with No Ice (Reduced DL) 2.728 0.6158245.00 -0.3774 0.7222114 mph 120 deg with No Ice (Reduced DL) 1.460 1.0825180.00 -0.3383 1.0861114 mph 120 deg with No Ice (Reduced DL) 1.835 1.3816200.00 -0.4612 1.3817114 mph 120 deg with No Ice (Reduced DL) 1.972 1.1465206.78 -0.5098 1.2207114 mph 120 deg with No Ice (Reduced DL) 2.368 1.2437225.17 -0.6686 1.3666114 mph 120 deg with No Ice (Reduced DL) 2.707 1.5685240.00 -0.7793 1.6601114 mph 120 deg with No Ice (Reduced DL) 2.822 1.1160245.00 -0.8270 1.3730114 mph 180 deg with No Ice (Reduced DL) 1.399 1.0616180.00 0.0712 1.0616114 mph 180 deg with No Ice (Reduced DL) 1.763 1.3694200.00 0.1013 1.3694114 mph 180 deg with No Ice (Reduced DL) 1.895 1.0977206.78 0.1171 1.1039114 mph 180 deg with No Ice (Reduced DL) 2.280 1.2622225.17 0.1305 1.2689114 mph 180 deg with No Ice (Reduced DL) 2.610 1.4887240.00 0.0898 1.4887114 mph 180 deg with No Ice (Reduced DL) 2.724 1.8260245.00 0.0921 1.8284114 mph 210 deg with No Ice (Reduced DL) 1.413 1.0552180.00 0.2476 1.0763114 mph 210 deg with No Ice (Reduced DL) 1.780 1.3378200.00 0.3428 1.3655114 mph 210 deg with No Ice (Reduced DL) 1.913 1.1265206.78 0.3858 1.1535114 mph 210 deg with No Ice (Reduced DL) 2.300 1.2782225.17 0.5218 1.3263114 mph 210 deg with No Ice (Reduced DL) 2.633 1.4747240.00 0.6280 1.6028114 mph 210 deg with No Ice (Reduced DL) 2.746 1.6400245.00 0.6746 1.7231114 mph 240 deg with No Ice (Reduced DL) 1.460 1.0825180.00 0.3383 1.0861114 mph 240 deg with No Ice (Reduced DL) 1.835 1.3816200.00 0.4612 1.3817114 mph 240 deg with No Ice (Reduced DL) 1.972 1.1465206.78 0.5098 1.2207114 mph 240 deg with No Ice (Reduced DL) 2.368 1.2437225.17 0.6686 1.3666114 mph 240 deg with No Ice (Reduced DL) 2.707 1.5685240.00 0.7793 1.6601114 mph 240 deg with No Ice (Reduced DL) 2.822 1.1160245.00 0.8270 1.3730114 mph 300 deg with No Ice (Reduced DL) 1.394 1.0396180.00 0.0741 1.0743114 mph 300 deg with No Ice (Reduced DL) 1.756 1.3173200.00 0.0768 1.3708114 mph 300 deg with No Ice (Reduced DL) 1.887 1.0907206.78 0.0524 1.1571114 mph 300 deg with No Ice (Reduced DL) 2.268 1.1819225.17 -0.0053 1.2821114 mph 300 deg with No Ice (Reduced DL) 2.594 1.5169240.00 -0.0990 1.6513114 mph 300 deg with No Ice (Reduced DL) 2.706 1.0928245.00 -0.1445 1.2532114 mph 330 deg with No Ice (Reduced DL) 1.413 1.0629180.00 -0.0109 1.0932114 mph 330 deg with No Ice (Reduced DL) 1.780 1.3436200.00 -0.0340 1.3865114 mph 330 deg with No Ice (Reduced DL) 1.913 1.1049206.78 -0.0633 1.1791114 mph 330 deg with No Ice (Reduced DL) 2.300 1.2419225.17 -0.1410 1.3561114 mph 330 deg with No Ice (Reduced DL) 2.632 1.4936240.00 -0.2365 1.6095114 mph 330 deg with No Ice (Reduced DL) 2.746 1.6534245.00 -0.2822 1.746130 mph Normal with 0.25 in Radial Ice 0.086 0.0631180.00 0.0015 0.063130 mph Normal with 0.25 in Radial Ice 0.108 0.0836200.00 0.0024 0.083630 mph Normal with 0.25 in Radial Ice 0.116 0.0660206.78 0.0029 0.066130 mph Normal with 0.25 in Radial Ice 0.138 0.0744225.17 0.0028 0.074530 mph Normal with 0.25 in Radial Ice 0.158 0.0874240.00 0.0005 0.087430 mph Normal with 0.25 in Radial Ice 0.165 0.1008245.00 0.0004 0.100830 mph 60 deg with 0.25 in Radial Ice 0.084 0.0620180.00 -0.0083 0.062230 mph 60 deg with 0.25 in Radial Ice 0.105 0.0761200.00 -0.0106 0.076430 mph 60 deg with 0.25 in Radial Ice 0.112 0.0634206.78 -0.0106 0.0638

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30 mph 60 deg with 0.25 in Radial Ice 0.134 0.0682225.17 -0.0119 0.068830 mph 60 deg with 0.25 in Radial Ice 0.153 0.0857240.00 -0.0116 0.086030 mph 60 deg with 0.25 in Radial Ice 0.159 0.0616245.00 -0.0114 0.062030 mph 90 deg with 0.25 in Radial Ice 0.084 0.0612180.00 -0.0098 0.061430 mph 90 deg with 0.25 in Radial Ice 0.105 0.0761200.00 -0.0125 0.076430 mph 90 deg with 0.25 in Radial Ice 0.113 0.0640206.78 -0.0127 0.065130 mph 90 deg with 0.25 in Radial Ice 0.135 0.0678225.17 -0.0144 0.069330 mph 90 deg with 0.25 in Radial Ice 0.154 0.0858240.00 -0.0143 0.086130 mph 90 deg with 0.25 in Radial Ice 0.160 0.0427245.00 -0.0142 0.045030 mph 120 deg with 0.25 in Radial Ice 0.086 0.0621180.00 -0.0088 0.062330 mph 120 deg with 0.25 in Radial Ice 0.107 0.0811200.00 -0.0112 0.081330 mph 120 deg with 0.25 in Radial Ice 0.115 0.0658206.78 -0.0114 0.066330 mph 120 deg with 0.25 in Radial Ice 0.138 0.0706225.17 -0.0131 0.071330 mph 120 deg with 0.25 in Radial Ice 0.157 0.0885240.00 -0.0132 0.088730 mph 120 deg with 0.25 in Radial Ice 0.164 0.0635245.00 -0.0133 0.064130 mph 180 deg with 0.25 in Radial Ice 0.084 0.0631180.00 0.0016 0.063130 mph 180 deg with 0.25 in Radial Ice 0.105 0.0786200.00 0.0026 0.078630 mph 180 deg with 0.25 in Radial Ice 0.112 0.0634206.78 0.0030 0.063530 mph 180 deg with 0.25 in Radial Ice 0.135 0.0721225.17 0.0030 0.072130 mph 180 deg with 0.25 in Radial Ice 0.154 0.0846240.00 0.0006 0.084630 mph 180 deg with 0.25 in Radial Ice 0.160 0.0979245.00 0.0006 0.097930 mph 210 deg with 0.25 in Radial Ice 0.084 0.0623180.00 0.0051 0.062530 mph 210 deg with 0.25 in Radial Ice 0.105 0.0789200.00 0.0066 0.079130 mph 210 deg with 0.25 in Radial Ice 0.113 0.0645206.78 0.0067 0.064530 mph 210 deg with 0.25 in Radial Ice 0.135 0.0721225.17 0.0077 0.072130 mph 210 deg with 0.25 in Radial Ice 0.154 0.0844240.00 0.0079 0.084530 mph 210 deg with 0.25 in Radial Ice 0.161 0.0885245.00 0.0079 0.088630 mph 240 deg with 0.25 in Radial Ice 0.086 0.0621180.00 0.0088 0.062330 mph 240 deg with 0.25 in Radial Ice 0.107 0.0811200.00 0.0112 0.081330 mph 240 deg with 0.25 in Radial Ice 0.115 0.0658206.78 0.0114 0.066330 mph 240 deg with 0.25 in Radial Ice 0.138 0.0706225.17 0.0131 0.071330 mph 240 deg with 0.25 in Radial Ice 0.157 0.0885240.00 0.0132 0.088730 mph 240 deg with 0.25 in Radial Ice 0.164 0.0635245.00 0.0133 0.064130 mph 300 deg with 0.25 in Radial Ice 0.084 0.0620180.00 0.0083 0.062230 mph 300 deg with 0.25 in Radial Ice 0.105 0.0761200.00 0.0106 0.076430 mph 300 deg with 0.25 in Radial Ice 0.112 0.0634206.78 0.0106 0.063830 mph 300 deg with 0.25 in Radial Ice 0.134 0.0682225.17 0.0119 0.068830 mph 300 deg with 0.25 in Radial Ice 0.153 0.0857240.00 0.0116 0.086030 mph 300 deg with 0.25 in Radial Ice 0.159 0.0616245.00 0.0114 0.062030 mph 330 deg with 0.25 in Radial Ice 0.084 0.0626180.00 0.0047 0.062730 mph 330 deg with 0.25 in Radial Ice 0.105 0.0788200.00 0.0060 0.079030 mph 330 deg with 0.25 in Radial Ice 0.113 0.0645206.78 0.0060 0.064630 mph 330 deg with 0.25 in Radial Ice 0.135 0.0721225.17 0.0067 0.072130 mph 330 deg with 0.25 in Radial Ice 0.154 0.0847240.00 0.0064 0.085030 mph 330 deg with 0.25 in Radial Ice 0.161 0.0892245.00 0.0062 0.0893Seismic Normal M1 0.113 0.0885180.00 0.0045 0.0885Seismic Normal M1 0.144 0.1172200.00 0.0054 0.1172Seismic Normal M1 0.155 0.0952206.78 0.0050 0.0953Seismic Normal M1 0.189 0.1049225.17 0.0057 0.1051Seismic Normal M1 0.218 0.1310240.00 0.0068 0.1310Seismic Normal M1 0.227 0.1041245.00 0.0068 0.1043Seismic Normal M2 0.087 0.0751180.00 0.0037 0.0751Seismic Normal M2 0.115 0.1068200.00 0.0047 0.1068Seismic Normal M2 0.125 0.0870206.78 0.0044 0.0872Seismic Normal M2 0.156 0.0993225.17 0.0051 0.0995Seismic Normal M2 0.184 0.1353240.00 0.0064 0.1353Seismic Normal M2 0.193 0.0975245.00 0.0064 0.0977Seismic 60 deg M1 0.113 0.0898180.00 -0.0048 0.0898Seismic 60 deg M1 0.144 0.1157200.00 -0.0057 0.1157Seismic 60 deg M1 0.155 0.0949206.78 -0.0053 0.0951Seismic 60 deg M1 0.189 0.1049225.17 -0.0060 0.1051Seismic 60 deg M1 0.218 0.1313240.00 -0.0071 0.1313

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Seismic 60 deg M1 0.227 0.1039245.00 -0.0071 0.1042Seismic 60 deg M2 0.087 0.0763180.00 -0.0040 0.0763Seismic 60 deg M2 0.114 0.1053200.00 -0.0050 0.1053Seismic 60 deg M2 0.125 0.0868206.78 -0.0047 0.0869Seismic 60 deg M2 0.156 0.0993225.17 -0.0054 0.0994Seismic 60 deg M2 0.184 0.1356240.00 -0.0067 0.1356Seismic 60 deg M2 0.193 0.0973245.00 -0.0067 0.0975Seismic 90 deg M1 0.113 0.0887180.00 -0.0055 0.0888Seismic 90 deg M1 0.144 0.1137200.00 -0.0066 0.1137Seismic 90 deg M1 0.155 0.0955206.78 -0.0062 0.0957Seismic 90 deg M1 0.189 0.1059225.17 -0.0069 0.1061Seismic 90 deg M1 0.218 0.1291240.00 -0.0082 0.1292Seismic 90 deg M1 0.227 0.1049245.00 -0.0082 0.1052Seismic 90 deg M2 0.087 0.0755180.00 -0.0046 0.0755Seismic 90 deg M2 0.115 0.1033200.00 -0.0057 0.1034Seismic 90 deg M2 0.125 0.0874206.78 -0.0055 0.0876Seismic 90 deg M2 0.156 0.1007225.17 -0.0063 0.1009Seismic 90 deg M2 0.184 0.1326240.00 -0.0078 0.1327Seismic 90 deg M2 0.193 0.0986245.00 -0.0077 0.0989Seismic 120 deg M1 0.113 0.0886180.00 -0.0047 0.0886Seismic 120 deg M1 0.144 0.1172200.00 0.0057 0.1172Seismic 120 deg M1 0.155 0.0951206.78 0.0054 0.0953Seismic 120 deg M1 0.189 0.1049225.17 0.0060 0.1051Seismic 120 deg M1 0.218 0.1310240.00 -0.0071 0.1310Seismic 120 deg M1 0.227 0.1041245.00 -0.0071 0.1043Seismic 120 deg M2 0.087 0.0751180.00 -0.0040 0.0751Seismic 120 deg M2 0.115 0.1068200.00 0.0050 0.1068Seismic 120 deg M2 0.125 0.0870206.78 0.0047 0.0872Seismic 120 deg M2 0.156 0.0993225.17 0.0054 0.0995Seismic 120 deg M2 0.184 0.1353240.00 -0.0067 0.1353Seismic 120 deg M2 0.193 0.0975245.00 -0.0067 0.0977Seismic 180 deg M1 0.113 0.0897180.00 0.0045 0.0897Seismic 180 deg M1 0.144 0.1157200.00 0.0054 0.1157Seismic 180 deg M1 0.155 0.0949206.78 0.0050 0.0951Seismic 180 deg M1 0.189 0.1049225.17 0.0057 0.1051Seismic 180 deg M1 0.218 0.1313240.00 0.0068 0.1313Seismic 180 deg M1 0.227 0.1039245.00 0.0068 0.1041Seismic 180 deg M2 0.087 0.0763180.00 0.0038 0.0763Seismic 180 deg M2 0.114 0.1053200.00 0.0047 0.1053Seismic 180 deg M2 0.125 0.0868206.78 0.0044 0.0869Seismic 180 deg M2 0.156 0.0993225.17 0.0051 0.0994Seismic 180 deg M2 0.184 0.1356240.00 0.0064 0.1356Seismic 180 deg M2 0.193 0.0973245.00 0.0064 0.0975Seismic 210 deg M1 0.113 0.0887180.00 0.0027 0.0888Seismic 210 deg M1 0.144 0.1137200.00 0.0033 0.1137Seismic 210 deg M1 0.155 0.0955206.78 0.0031 0.0957Seismic 210 deg M1 0.189 0.1059225.17 0.0035 0.1062Seismic 210 deg M1 0.218 0.1291240.00 0.0041 0.1292Seismic 210 deg M1 0.227 0.1049245.00 0.0041 0.1052Seismic 210 deg M2 0.087 0.0755180.00 0.0023 0.0755Seismic 210 deg M2 0.115 0.1033200.00 0.0029 0.1033Seismic 210 deg M2 0.125 0.0874206.78 0.0027 0.0876Seismic 210 deg M2 0.156 0.1007225.17 0.0031 0.1009Seismic 210 deg M2 0.184 0.1326240.00 0.0039 0.1327Seismic 210 deg M2 0.193 0.0986245.00 0.0039 0.0989Seismic 240 deg M1 0.113 0.0886180.00 0.0047 0.0886Seismic 240 deg M1 0.144 0.1172200.00 0.0057 0.1172Seismic 240 deg M1 0.155 0.0951206.78 0.0053 0.0953Seismic 240 deg M1 0.189 0.1049225.17 0.0060 0.1051Seismic 240 deg M1 0.218 0.1310240.00 0.0071 0.1310Seismic 240 deg M1 0.227 0.1041245.00 0.0071 0.1043Seismic 240 deg M2 0.087 0.0751180.00 0.0040 0.0751

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Seismic 240 deg M2 0.115 0.1068200.00 0.0050 0.1068Seismic 240 deg M2 0.125 0.0870206.78 0.0047 0.0872Seismic 240 deg M2 0.156 0.0993225.17 0.0054 0.0995Seismic 240 deg M2 0.184 0.1353240.00 0.0067 0.1353Seismic 240 deg M2 0.193 0.0975245.00 0.0067 0.0977Seismic 300 deg M1 0.113 0.0898180.00 0.0048 0.0898Seismic 300 deg M1 0.144 0.1157200.00 0.0057 0.1157Seismic 300 deg M1 0.155 0.0949206.78 0.0053 0.0951Seismic 300 deg M1 0.189 0.1049225.17 0.0060 0.1051Seismic 300 deg M1 0.218 0.1313240.00 0.0071 0.1313Seismic 300 deg M1 0.227 0.1039245.00 0.0071 0.1042Seismic 300 deg M2 0.087 0.0763180.00 0.0040 0.0763Seismic 300 deg M2 0.114 0.1053200.00 0.0050 0.1053Seismic 300 deg M2 0.125 0.0868206.78 0.0047 0.0869Seismic 300 deg M2 0.156 0.0993225.17 0.0054 0.0994Seismic 300 deg M2 0.184 0.1356240.00 0.0067 0.1356Seismic 300 deg M2 0.193 0.0973245.00 0.0067 0.0975Seismic 330 deg M1 0.113 0.0887180.00 0.0027 0.0888Seismic 330 deg M1 0.144 0.1136200.00 0.0033 0.1137Seismic 330 deg M1 0.155 0.0955206.78 0.0031 0.0957Seismic 330 deg M1 0.189 0.1059225.17 0.0035 0.1061Seismic 330 deg M1 0.218 0.1291240.00 0.0041 0.1292Seismic 330 deg M1 0.227 0.1049245.00 0.0041 0.1052Seismic 330 deg M2 0.087 0.0755180.00 0.0023 0.0755Seismic 330 deg M2 0.115 0.1033200.00 0.0029 0.1033Seismic 330 deg M2 0.125 0.0874206.78 0.0027 0.0876Seismic 330 deg M2 0.156 0.1007225.17 0.0031 0.1008Seismic 330 deg M2 0.184 0.1326240.00 0.0039 0.1327Seismic 330 deg M2 0.193 0.0986245.00 0.0039 0.0989Seismic (Reduced DL) Normal M1 0.113 0.0885180.00 0.0044 0.0885Seismic (Reduced DL) Normal M1 0.144 0.1166200.00 0.0053 0.1166Seismic (Reduced DL) Normal M1 0.155 0.0948206.78 0.0050 0.0950Seismic (Reduced DL) Normal M1 0.188 0.1046225.17 0.0057 0.1047Seismic (Reduced DL) Normal M1 0.217 0.1306240.00 0.0068 0.1306Seismic (Reduced DL) Normal M1 0.227 0.1038245.00 0.0067 0.1040Seismic (Reduced DL) Normal M2 0.087 0.0751180.00 0.0037 0.0751Seismic (Reduced DL) Normal M2 0.114 0.1062200.00 0.0047 0.1062Seismic (Reduced DL) Normal M2 0.125 0.0868206.78 0.0044 0.0869Seismic (Reduced DL) Normal M2 0.156 0.0990225.17 0.0051 0.0992Seismic (Reduced DL) Normal M2 0.184 0.1350240.00 0.0064 0.1350Seismic (Reduced DL) Normal M2 0.193 0.0972245.00 0.0063 0.0974Seismic (Reduced DL) 60 deg M1 0.113 0.0893180.00 -0.0047 0.0893Seismic (Reduced DL) 60 deg M1 0.143 0.1156200.00 -0.0057 0.1156Seismic (Reduced DL) 60 deg M1 0.155 0.0947206.78 -0.0053 0.0948Seismic (Reduced DL) 60 deg M1 0.188 0.1046225.17 -0.0060 0.1047Seismic (Reduced DL) 60 deg M1 0.217 0.1308240.00 -0.0071 0.1308Seismic (Reduced DL) 60 deg M1 0.227 0.1036245.00 -0.0071 0.1039Seismic (Reduced DL) 60 deg M2 0.087 0.0759180.00 -0.0040 0.0759Seismic (Reduced DL) 60 deg M2 0.114 0.1052200.00 -0.0050 0.1052Seismic (Reduced DL) 60 deg M2 0.125 0.0866206.78 -0.0047 0.0867Seismic (Reduced DL) 60 deg M2 0.156 0.0990225.17 -0.0054 0.0992Seismic (Reduced DL) 60 deg M2 0.184 0.1352240.00 -0.0067 0.1352Seismic (Reduced DL) 60 deg M2 0.193 0.0971245.00 -0.0067 0.0973Seismic (Reduced DL) 90 deg M1 0.113 0.0883180.00 -0.0055 0.0883Seismic (Reduced DL) 90 deg M1 0.144 0.1131200.00 -0.0066 0.1131Seismic (Reduced DL) 90 deg M1 0.155 0.0952206.78 -0.0061 0.0954Seismic (Reduced DL) 90 deg M1 0.188 0.1056225.17 -0.0069 0.1058Seismic (Reduced DL) 90 deg M1 0.217 0.1286240.00 -0.0082 0.1287Seismic (Reduced DL) 90 deg M1 0.227 0.1045245.00 -0.0082 0.1049Seismic (Reduced DL) 90 deg M2 0.087 0.0751180.00 -0.0046 0.0751Seismic (Reduced DL) 90 deg M2 0.114 0.1028200.00 -0.0057 0.1028Seismic (Reduced DL) 90 deg M2 0.125 0.0872206.78 -0.0054 0.0873

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Seismic (Reduced DL) 90 deg M2 0.156 0.1004225.17 -0.0062 0.1006Seismic (Reduced DL) 90 deg M2 0.184 0.1322240.00 -0.0077 0.1322Seismic (Reduced DL) 90 deg M2 0.193 0.0984245.00 -0.0077 0.0987Seismic (Reduced DL) 120 deg M1 0.113 0.0885180.00 -0.0047 0.0885Seismic (Reduced DL) 120 deg M1 0.144 0.1166200.00 0.0057 0.1166Seismic (Reduced DL) 120 deg M1 0.155 0.0948206.78 0.0053 0.0950Seismic (Reduced DL) 120 deg M1 0.188 0.1046225.17 0.0060 0.1047Seismic (Reduced DL) 120 deg M1 0.217 0.1306240.00 -0.0071 0.1306Seismic (Reduced DL) 120 deg M1 0.227 0.1038245.00 -0.0071 0.1040Seismic (Reduced DL) 120 deg M2 0.087 0.0751180.00 -0.0040 0.0751Seismic (Reduced DL) 120 deg M2 0.114 0.1063200.00 0.0050 0.1063Seismic (Reduced DL) 120 deg M2 0.125 0.0867206.78 0.0047 0.0869Seismic (Reduced DL) 120 deg M2 0.156 0.0990225.17 0.0054 0.0992Seismic (Reduced DL) 120 deg M2 0.184 0.1350240.00 -0.0067 0.1350Seismic (Reduced DL) 120 deg M2 0.193 0.0972245.00 -0.0067 0.0974Seismic (Reduced DL) 180 deg M1 0.113 0.0893180.00 0.0045 0.0893Seismic (Reduced DL) 180 deg M1 0.143 0.1156200.00 0.0054 0.1156Seismic (Reduced DL) 180 deg M1 0.155 0.0947206.78 0.0050 0.0948Seismic (Reduced DL) 180 deg M1 0.188 0.1046225.17 0.0057 0.1047Seismic (Reduced DL) 180 deg M1 0.217 0.1309240.00 0.0068 0.1309Seismic (Reduced DL) 180 deg M1 0.227 0.1036245.00 0.0068 0.1039Seismic (Reduced DL) 180 deg M2 0.087 0.0759180.00 0.0037 0.0759Seismic (Reduced DL) 180 deg M2 0.114 0.1052200.00 0.0047 0.1052Seismic (Reduced DL) 180 deg M2 0.125 0.0866206.78 0.0044 0.0867Seismic (Reduced DL) 180 deg M2 0.156 0.0990225.17 0.0051 0.0992Seismic (Reduced DL) 180 deg M2 0.184 0.1352240.00 0.0064 0.1352Seismic (Reduced DL) 180 deg M2 0.193 0.0971245.00 0.0064 0.0973Seismic (Reduced DL) 210 deg M1 0.113 0.0883180.00 0.0027 0.0883Seismic (Reduced DL) 210 deg M1 0.144 0.1131200.00 0.0033 0.1131Seismic (Reduced DL) 210 deg M1 0.155 0.0952206.78 0.0031 0.0954Seismic (Reduced DL) 210 deg M1 0.188 0.1056225.17 0.0035 0.1058Seismic (Reduced DL) 210 deg M1 0.217 0.1286240.00 0.0041 0.1287Seismic (Reduced DL) 210 deg M1 0.227 0.1045245.00 0.0041 0.1048Seismic (Reduced DL) 210 deg M2 0.087 0.0751180.00 0.0023 0.0751Seismic (Reduced DL) 210 deg M2 0.114 0.1028200.00 0.0029 0.1028Seismic (Reduced DL) 210 deg M2 0.125 0.0872206.78 0.0027 0.0873Seismic (Reduced DL) 210 deg M2 0.156 0.1004225.17 0.0031 0.1006Seismic (Reduced DL) 210 deg M2 0.184 0.1322240.00 0.0039 0.1322Seismic (Reduced DL) 210 deg M2 0.193 0.0983245.00 0.0039 0.0986Seismic (Reduced DL) 240 deg M1 0.113 0.0885180.00 0.0047 0.0885Seismic (Reduced DL) 240 deg M1 0.144 0.1166200.00 0.0057 0.1166Seismic (Reduced DL) 240 deg M1 0.155 0.0948206.78 0.0053 0.0950Seismic (Reduced DL) 240 deg M1 0.188 0.1046225.17 0.0060 0.1047Seismic (Reduced DL) 240 deg M1 0.217 0.1306240.00 0.0071 0.1306Seismic (Reduced DL) 240 deg M1 0.227 0.1038245.00 0.0071 0.1040Seismic (Reduced DL) 240 deg M2 0.087 0.0751180.00 0.0040 0.0751Seismic (Reduced DL) 240 deg M2 0.114 0.1063200.00 0.0050 0.1063Seismic (Reduced DL) 240 deg M2 0.125 0.0867206.78 0.0047 0.0869Seismic (Reduced DL) 240 deg M2 0.156 0.0990225.17 0.0054 0.0992Seismic (Reduced DL) 240 deg M2 0.184 0.1350240.00 0.0067 0.1350Seismic (Reduced DL) 240 deg M2 0.193 0.0972245.00 0.0067 0.0974Seismic (Reduced DL) 300 deg M1 0.113 0.0893180.00 0.0047 0.0893Seismic (Reduced DL) 300 deg M1 0.143 0.1156200.00 0.0057 0.1156Seismic (Reduced DL) 300 deg M1 0.155 0.0947206.78 0.0053 0.0948Seismic (Reduced DL) 300 deg M1 0.188 0.1046225.17 0.0060 0.1047Seismic (Reduced DL) 300 deg M1 0.217 0.1308240.00 0.0071 0.1308Seismic (Reduced DL) 300 deg M1 0.227 0.1036245.00 0.0071 0.1039Seismic (Reduced DL) 300 deg M2 0.087 0.0759180.00 0.0040 0.0759Seismic (Reduced DL) 300 deg M2 0.114 0.1052200.00 0.0050 0.1052Seismic (Reduced DL) 300 deg M2 0.125 0.0866206.78 0.0047 0.0867Seismic (Reduced DL) 300 deg M2 0.156 0.0990225.17 0.0054 0.0992Seismic (Reduced DL) 300 deg M2 0.184 0.1352240.00 0.0067 0.1352

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Seismic (Reduced DL) 300 deg M2 0.193 0.0971245.00 0.0067 0.0973Seismic (Reduced DL) 330 deg M1 0.113 0.0883180.00 0.0027 0.0883Seismic (Reduced DL) 330 deg M1 0.144 0.1131200.00 0.0033 0.1131Seismic (Reduced DL) 330 deg M1 0.155 0.0952206.78 0.0031 0.0954Seismic (Reduced DL) 330 deg M1 0.188 0.1056225.17 0.0035 0.1058Seismic (Reduced DL) 330 deg M1 0.217 0.1286240.00 0.0041 0.1287Seismic (Reduced DL) 330 deg M1 0.227 0.1045245.00 0.0041 0.1048Seismic (Reduced DL) 330 deg M2 0.087 0.0751180.00 0.0023 0.0751Seismic (Reduced DL) 330 deg M2 0.114 0.1027200.00 0.0029 0.1028Seismic (Reduced DL) 330 deg M2 0.125 0.0872206.78 0.0027 0.0873Seismic (Reduced DL) 330 deg M2 0.156 0.1004225.17 0.0031 0.1006Seismic (Reduced DL) 330 deg M2 0.184 0.1322240.00 0.0039 0.1322Seismic (Reduced DL) 330 deg M2 0.193 0.0983245.00 0.0039 0.0986Serviceability - 60 mph Wind Normal 0.256 0.1932180.00 0.0116 0.1932Serviceability - 60 mph Wind Normal 0.323 0.2517200.00 0.0167 0.2517Serviceability - 60 mph Wind Normal 0.347 0.2003206.78 0.0189 0.2012Serviceability - 60 mph Wind Normal 0.417 0.2291225.17 0.0206 0.2301Serviceability - 60 mph Wind Normal 0.477 0.2698240.00 0.0134 0.2698Serviceability - 60 mph Wind Normal 0.497 0.3271245.00 0.0133 0.3273Serviceability - 60 mph Wind 60 deg 0.244 0.1827180.00 -0.0310 0.1848Serviceability - 60 mph Wind 60 deg 0.307 0.2311200.00 -0.0397 0.2341Serviceability - 60 mph Wind 60 deg 0.330 0.1903206.78 0.0406 0.1935Serviceability - 60 mph Wind 60 deg 0.397 0.2055225.17 0.0488 0.2094Serviceability - 60 mph Wind 60 deg 0.454 0.2653240.00 0.0488 0.2697Serviceability - 60 mph Wind 60 deg 0.474 0.1864245.00 0.0501 0.1897Serviceability - 60 mph Wind 90 deg 0.246 0.1807180.00 -0.0403 0.1819Serviceability - 60 mph Wind 90 deg 0.310 0.2246200.00 -0.0524 0.2261Serviceability - 60 mph Wind 90 deg 0.333 0.1915206.78 -0.0546 0.1991Serviceability - 60 mph Wind 90 deg 0.401 0.2027225.17 -0.0639 0.2125Serviceability - 60 mph Wind 90 deg 0.458 0.2647240.00 -0.0648 0.2668Serviceability - 60 mph Wind 90 deg 0.478 0.1092245.00 -0.0648 0.1270Serviceability - 60 mph Wind 120 deg 0.255 0.1892180.00 -0.0392 0.1903Serviceability - 60 mph Wind 120 deg 0.321 0.2422200.00 -0.0515 0.2435Serviceability - 60 mph Wind 120 deg 0.345 0.1992206.78 -0.0545 0.2039Serviceability - 60 mph Wind 120 deg 0.415 0.2149225.17 -0.0659 0.2216Serviceability - 60 mph Wind 120 deg 0.474 0.2747240.00 -0.0699 0.2756Serviceability - 60 mph Wind 120 deg 0.494 0.1928245.00 -0.0713 0.2008Serviceability - 60 mph Wind 180 deg 0.244 0.1867180.00 0.0119 0.1867Serviceability - 60 mph Wind 180 deg 0.308 0.2405200.00 0.0170 0.2405Serviceability - 60 mph Wind 180 deg 0.331 0.1922206.78 0.0194 0.1931Serviceability - 60 mph Wind 180 deg 0.399 0.2209225.17 0.0212 0.2219Serviceability - 60 mph Wind 180 deg 0.457 0.2604240.00 0.0140 0.2604Serviceability - 60 mph Wind 180 deg 0.477 0.3184245.00 0.0141 0.3187Serviceability - 60 mph Wind 210 deg 0.247 0.1851180.00 0.0238 0.1862Serviceability - 60 mph Wind 210 deg 0.311 0.2354200.00 0.0316 0.2364Serviceability - 60 mph Wind 210 deg 0.335 0.1953206.78 0.0337 0.1955Serviceability - 60 mph Wind 210 deg 0.403 0.2205225.17 0.0415 0.2209Serviceability - 60 mph Wind 210 deg 0.461 0.2591240.00 0.0449 0.2630Serviceability - 60 mph Wind 210 deg 0.481 0.2847245.00 0.0463 0.2849Serviceability - 60 mph Wind 240 deg 0.255 0.1892180.00 0.0392 0.1903Serviceability - 60 mph Wind 240 deg 0.321 0.2422200.00 0.0515 0.2435Serviceability - 60 mph Wind 240 deg 0.345 0.1992206.78 0.0545 0.2039Serviceability - 60 mph Wind 240 deg 0.415 0.2149225.17 0.0659 0.2216Serviceability - 60 mph Wind 240 deg 0.474 0.2747240.00 0.0699 0.2756Serviceability - 60 mph Wind 240 deg 0.494 0.1928245.00 0.0713 0.2008Serviceability - 60 mph Wind 300 deg 0.244 0.1827180.00 0.0310 0.1848Serviceability - 60 mph Wind 300 deg 0.307 0.2311200.00 0.0397 0.2341Serviceability - 60 mph Wind 300 deg 0.330 0.1903206.78 0.0405 0.1935Serviceability - 60 mph Wind 300 deg 0.397 0.2055225.17 0.0454 0.2094Serviceability - 60 mph Wind 300 deg 0.454 0.2653240.00 0.0432 0.2697Serviceability - 60 mph Wind 300 deg 0.474 0.1864245.00 0.0418 0.1897Serviceability - 60 mph Wind 330 deg 0.247 0.1862180.00 0.0163 0.1878

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Serviceability - 60 mph Wind 330 deg 0.311 0.2347200.00 0.0206 0.2364Serviceability - 60 mph Wind 330 deg 0.335 0.1944206.78 0.0206 0.1962Serviceability - 60 mph Wind 330 deg 0.403 0.2193225.17 0.0221 0.2200Serviceability - 60 mph Wind 330 deg 0.461 0.2601240.00 0.0195 0.2622Serviceability - 60 mph Wind 330 deg 0.481 0.2855245.00 0.0181 0.2861

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