Structural Analysis Reportdocuments.brunswickcountync.gov/BCMS/0/edoc/884981... · Based on the analysis results, the structure meets the requirements per the applicable codes listed

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 : 179 ft Monopole

ATC Site Name : Hickman Road NC, NC

ATC Site Number : 419248

Engineering Number : OAA694574_C3_01

Proposed Carrier : Alltel

Carrier Site Name : Hickman Road

Carrier Site Number : 136818

Site Location : 595 Hickman Rd NWCalabash, NC 28467-201833.933247,-78.588225

County : Brunswick

Date : February 6, 2017

Max Usage : 92%

Result : Pass

Prepared By:Travis J. GatlingStructural Engineer I

Reviewed By:

COA: P-1177

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Eng. Number OAA694574_C3_01February 6, 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

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Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 179 ft monopole to reflect the change in loading by Alltel.

Supporting Documents

Tower Drawings Sabre Job #09-06144, dated June 17, 2008Foundation Drawing Sabre Job #09-06144, dated July 1, 2008Geotechnical Report Geotel Report #E15-693, dated December 30, 2015

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: 129 mph (3-Second Gust)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: 1Crest Height: 0 ftSpectral 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.

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Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

179.0 3 Antel BXA-70063-8CF-EDIN-X177.0

178.0 1 VZW Unused Reserve: 5,573 sq inT-Arms (12) 1 5/8" Coax Alltel

Equipment to be Removed



179.0 6 7" x 6" x 3" Diplexer3 72" x 6" Panel177.0

178.03 Decibel DB846H80E-SX

- - Alltel Comm.

Proposed Equipment



179.0 6 RFS FD9R60041 Raycap RRFDC-3315-PF-483 Ericsson RRUS-323 CSS XP18-80-23 Commscope HBXX-6516DS-A2M

177.0178.0

3 Commscope LNX-6515DS-A1M (96.6" Height)

T-Arms (1) 1 5/8" Fiber Alltel

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 inside the pole shaft.

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Structure Usages

Structural Component Controlling Usage Pass/Fail

Anchor Bolts 72% PassShaft 92% Pass

Base Plate 46% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Moment (Kips-Ft) 4,389.2 5,925.4 3,609.5 61%Shear (Kips) 42.9 58.0 31.0 54%

* 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 and Sway*

Antenna Elevation (ft) Antenna Carrier Deflection

(ft)Sway (Rotation)

(°)RFS FD9R6004

Raycap RRFDC-3315-PF-48Ericsson RRUS-32

CSS XP18-80-2Commscope HBXX-6516DS-A2M

177.0

Commscope LNX-6515DS-A1M (96.6" Height)

Alltel 1.962 1.462

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

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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.

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Job InformationPole :

Description :Location :

Height :

Client :Shape :

419248179 ft MonopoleALLTEL COMMUNICATIONS, LLCHickman Road NC, NC18 Sides179.00

Taper: 0.220028(in/ft)(ft)

0.00© 2007 - 2017 by ATC IP LLC. All rights reserved. Base Elev (ft):

Code: ANSI/TIA-222-G

Exposure :Struct Class :

Topo :

IIB1

Sections PropertiesSection (ft)LengthShaft Diameter (in)Accross Flats (in)Top Thick Length(in)

Overlap SteelGrade(ksi)Bottom JointType Taper(in/ft)1 53.250 42.04 53.76 0.438 0.000 650.2200002 53.500 32.23 44.00 0.375 66.000 65Slip Joint 0.2200003 53.500 21.89 33.66 0.250 51.000 65Slip Joint 0.2200004 31.500 16.00 22.93 0.188 36.000 65Slip Joint 0.220000

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)177.000 Commscope HBXX-6516DS-3178.000177.000 Commscope LNX-6515DS-A1M 3178.000177.000 Ericsson RRUS-323178.000177.000 Raycap RRFDC-3315-PF-481178.000177.000 RFS FD9R60046179.000177.000 CSS XP18-80-23178.000177.000 VZW Unused Reserve: 5,573 1178.000177.000 Amphenol Antel BXA-70063-3179.000177.000 Round T-Arm3177.000

Linear AppurtenanceElev (ft)From DescriptionTo ExposedTo Wind

0.000 177.0 1 5/8" Coax No0.000 177.0 1 5/8" Fiber NoLoad Cases

1.2D + 1.6W 129 mph with No Ice0.9D + 1.6W 129 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 30 mph with 0.25 in Radial Ice(1.2 + 0.2Sds) * DL + E Seismic Equivalent Lateral Forces Method(1.2 + 0.2Sds) * DL + E Seismic Equivalent Modal Analysis Method(0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 1.0D + 1.0W Serviceability 60 mph

Moment Shear AxialLoad CaseReactions

(kip)(kip)(kip-ft)1.2D + 1.6W 3609.54 31.05 35.370.9D + 1.6W 3577.90 31.03 26.521.2D + 1.0Di + 1.0Wi 188.25 1.75 38.11(1.2 + 0.2Sds) * DL + E ELFM 309.45 2.33 35.82(1.2 + 0.2Sds) * DL + E EMAM 337.32 2.74 35.82(0.9 - 0.2Sds) * DL + E ELFM 305.60 2.32 23.44(0.9 - 0.2Sds) * DL + E EMAM 332.90 2.74 23.441.0D + 1.0W 486.72 4.20 29.52

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Dish DeflectionsAttachElev (ft)Load Case RotationDeflection (deg)(in)

0.00 0.000 0.000

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Load Case : 1.2D + 1.6W

Max Ratio 91.62% at 101.3 ft

Interaction

1.020.920.820.720.620.520.420.320.220.120.02

Ele

vatio

n (

ft)

0.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

45.000

50.000

55.000

60.000

65.000

70.000

75.000

80.000

85.000

90.000

95.000

100.000

105.000

110.000

115.000

120.000

125.000

130.000

135.000

140.000

145.000

150.000

155.000

160.000

165.000

170.000

175.000

1.00

1.00

0.64

0.63

0.62

0.61

0.59

0.58

0.68

0.62

0.61

0.59

0.92

0.87

0.80

0.73

0.65

0.580.74

0.55

0.43

0.29

0.120.00

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Site Number:2/6/2017 3:49:08 PM

Code:419248Site Name: Hickman Road NC, NC

© 2007 - 2017 by ATC IP LLC. All rights reserved.ANSI/TIA-222-GEngineering Number:OAA694574_C3_01

Customer: ALLTEL

Analysis ParametersLocation: Height (ft):

Base Diameter (in):Top Diameter (in):Shape:

Code:179

18 Sides53.7616.00

ANSI/TIA-222-G

Taper (in/ft) : 0.220

BRUNSWICK County, NC

Pole Manfacturer: SabrePole Type: Taper

0.00Rotation (deg) :

Ice & Wind ParametersStructure Class: IIExposure Category: BTopographic Category: 1Crest Height:

Design Wind Speed Without Ice:Design Wind Speed With Ice:Operational Wind Speed:Design Ice Thickness:

129 mph30 mph60 mph

0.25 in0.0 ft

Seismic ParametersAnalysis Method: Equivalent Modal Analysis & Equivalent Lateral Force MethodsSite Class: D - Stiff Soil

(sec):Period Based on Rayleigh Method (sec): 2.18

8 p: 1.3S SF FS S

Max:C

Min:1.5270.341 0.130

0.0600.0600.0302.280

0.1980.347

TLLs:a:ds:

1:v :d1 :

Css:

C s

Load Cases1.2D + 1.6W 129 mph with No Ice0.9D + 1.6W 129 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 30 mph with 0.25 in Radial Ice(1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method(1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method(0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method(0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method1.0D + 1.0W Serviceability 60 mph

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Site Number:2/6/2017 3:49:08 PM



Customer: ALLTEL

Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in(in(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in(in(ft)(in) Top Shaft Section Properties

2 ) 4 ) 2) 4)53.250 650.4375 53.761-18 0.00 42.0411,942 53.250.00 74.04 26598.3 57.77 12635.420.26 122.88 96.1015.53 0.22002853.500 Slip650.3750 44.002-18 66.00 32.238,178 101.2547.75 51.93 12488.0 37.92 4861.819.28 117.34 85.9513.75 0.22002853.500 Slip650.2500 33.663-18 51.00 21.893,977 150.5097.00 26.52 3741.1 17.18 1016.722.34 134.67 87.5814.03 0.22002831.500 Slip650.1875 22.934-18 36.00 16.001,230 179.00147.50 13.53 884.5 9.41 297.320.15 122.30 85.3313.64 0.220028Shaft Weight 25,327

(ft)OrientationEPAaWeight No Ice Ice (lb) (sf) Factor

Discrete Appurtenance PropertiesElev(ft) Description Weight(lb) (sf)EPAa OrientationFactor

DistanceFrom Face(ft)VertEccQty

Attach

Amphenol Antel BXA-70063-177.00 24.00 10.660 0.78 0.78 2.0000.0003 89.55 11.736Commscope HBXX-6516DS-177.00 30.60 5.420 0.67 0.67 1.0000.0003 72.85 5.746Commscope LNX-6515DS-177.00 43.70 11.470 0.70 0.70 1.0000.0003 122.55 12.032CSS XP18-80-2177.00 19.20 4.850 0.71 0.71 1.0000.0003 52.47 5.230Ericsson RRUS-32177.00 55.10 2.850 0.67 0.67 1.0000.0003 81.75 3.089Raycap RRFDC-3315-PF-48177.00 32.00 2.800 0.67 0.67 1.0000.0001 63.03 3.023RFS FD9R6004177.00 3.10 0.360 0.50 0.50 2.0000.0006 5.92 0.389Round T-Arm177.00 250.00 9.700 0.67 0.67 0.0000.0003 320.93 12.498VZW Unused Reserve: 5,573 177.00 849.10 38.730 1.00 1.00 1.0000.0001 1,049.87 47.8882167.50 9Number of Loadings :Totals 26 3,368.71

(ft)(ft)

Linear Appurtenance PropertiesDescriptionFrom ElevToElev

To WindExposedProjectedWidth (in)(lb/ft)WeightQtyCoaxCoaxDiameter(in) CarrierFlat

0.00 N0.82 N1.98 Alltel0.00 177.00 1 5/8" Coax12 0.00 N1.61 N1.63 Alltel0.00 177.00 1 5/8" Fiber1

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Site Number:2/6/2017 3:49:08 PM



Customer: ALLTEL

(lb)WeightDescription (in)Thick Dia(in) Area(in Ix(in W/tRatio Ratio

Segment Properties (Max Len : 5. ft)Seg TopElev(ft) (ksi)D/t F'y S ZFlat

2) 4) (in3) (in3)0.00 0.4375 53.760 122.8820.2626,598.374.042 0.077.6 974.5 0.05.00 0.4375 52.660 120.3719.8124,985.772.515 1,246.878.1 934.5 0.010.00 0.4375 51.560 117.8519.3723,439.770.987 1,220.878.6 895.4 0.015.00 0.4375 50.460 115.3418.9321,958.869.459 1,194.879.1 857.1 0.020.00 0.4375 49.359 112.8218.4820,541.667.932 1,168.879.7 819.7 0.025.00 0.4375 48.259 110.3118.0419,186.766.404 1,142.880.2 783.1 0.030.00 0.4375 47.159 107.7917.6017,892.864.877 1,116.880.7 747.3 0.035.00 0.4375 46.059 105.2817.1516,658.363.349 1,090.881.2 712.4 0.040.00 0.4375 44.959 102.7616.7115,482.061.821 1,064.881.7 678.3 0.045.00 0.4375 43.859 100.2516.2714,362.560.294 1,038.882.3 645.0 0.0Bot - Section 247.75 0.4375 43.254 98.8716.0213,770.459.453 560.382.6 627.1 0.050.00 0.4375 42.759 97.7315.8213,298.258.766 847.982.6 612.6 0.0Top - Section 153.25 0.3750 42.794 114.1218.7111,477.450.487 1,207.479.4 528.3 0.055.00 0.3750 42.408 113.0918.5311,167.650.029 299.379.6 518.7 0.060.00 0.3750 41.308 110.1618.0110,313.548.719 840.080.2 491.8 0.065.00 0.3750 40.208 107.2217.509,504.147.410 817.880.8 465.6 0.070.00 0.3750 39.108 104.2916.988,738.246.100 795.581.4 440.1 0.075.00 0.3750 38.008 101.3516.468,014.544.791 773.282.0 415.3 0.080.00 0.3750 36.908 98.4215.947,332.043.482 750.982.6 391.3 0.085.00 0.3750 35.808 95.4915.436,689.442.172 728.782.6 368.0 0.090.00 0.3750 34.707 92.5514.916,085.440.863 706.482.6 345.3 0.095.00 0.3750 33.607 89.6214.395,519.039.553 684.182.6 323.4 0.0Bot - Section 397.00 0.3750 33.167 88.4514.185,302.639.030 267.482.6 314.9 0.0100.0 0.3750 32.507 86.6913.874,988.838.244 662.482.6 302.3 0.0Top - Section 2101.2 0.2500 32.732 130.9321.683,435.725.774 272.175.9 206.7 0.0105.0 0.2500 31.907 127.6321.093,180.525.119 324.776.6 196.3 0.0110.0 0.2500 30.807 123.2320.322,860.324.246 419.977.5 182.9 0.0115.0 0.2500 29.707 118.8319.542,562.423.373 405.178.4 169.9 0.0120.0 0.2500 28.607 114.4318.772,285.922.500 390.279.3 157.4 0.0125.0 0.2500 27.507 110.0317.992,030.021.627 375.480.2 145.4 0.0130.0 0.2500 26.406 105.6317.211,794.020.754 360.581.2 133.8 0.0135.0 0.2500 25.306 101.2216.441,577.019.881 345.782.1 122.7 0.0140.0 0.2500 24.206 96.8215.661,378.319.008 330.882.6 112.1 0.0145.0 0.2500 23.106 92.4214.891,197.018.136 316.082.6 102.0 0.0Bot - Section 4147.5 0.2500 22.556 90.2214.501,112.617.699 152.482.6 97.2 0.0150.0 0.2500 22.006 88.0214.111,032.317.263 262.582.6 92.4 0.0Top - Section 3150.5 0.1875 22.271 118.7819.53809.713.142 51.778.4 71.6 0.0155.0 0.1875 21.281 113.5018.60705.612.553 196.779.5 65.3 0.0160.0 0.1875 20.181 107.6317.57600.911.898 208.080.7 58.6 0.0165.0 0.1875 19.080 101.7616.53507.011.243 196.982.0 52.3 0.0170.0 0.1875 17.980 95.8915.50423.510.589 185.782.6 46.4 0.0175.0 0.1875 16.880 90.0314.46349.79.934 174.682.6 40.8 0.0177.0 0.1875 16.440 87.6814.05322.89.672 66.782.6 38.7 0.0179.0 0.1875 16.000 85.3313.64297.39.410 64.982.6 36.6 0.025,326.9

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Site Number:2/6/2017 3:49:08 PM



Customer: ALLTEL

Load Case: 1.2D + 1.6WGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.60

29 IterationsWind Importance Factor :1.00

129 mph with No Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ

Applied Segment Forces SummaryMomentTorsion

Description

Shaft Forces Wind FX

(lb) (lb)Wind FX

(lb)

Discrete Forces DeadLoad(lb)

Linear Forces Wind FX

(lb)LoadDead(lb)

Sum of Forces Wind FX

(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 364.8 0.0 0.0 0.0 364.8 0.0 0.0 0.05.00 722.1 1,496.1 0.0 68.7 722.1 1,564.8 0.0 0.010.00 707.0 1,464.9 0.0 68.7 707.0 1,533.6 0.0 0.015.00 691.9 1,433.7 0.0 68.7 691.9 1,502.4 0.0 0.020.00 676.8 1,402.5 0.0 68.7 676.8 1,471.2 0.0 0.025.00 661.7 1,371.3 0.0 68.7 661.7 1,440.0 0.0 0.030.00 654.3 1,340.2 0.0 68.7 654.3 1,408.9 0.0 0.035.00 660.1 1,309.0 0.0 68.7 660.1 1,377.7 0.0 0.040.00 669.4 1,277.8 0.0 68.7 669.4 1,346.5 0.0 0.045.00 522.8 1,246.6 0.0 68.7 522.8 1,315.3 0.0 0.047.75 341.5Bot - Section 2 672.3 0.0 37.8 341.5 710.1 0.0 0.050.00 380.1 1,017.4 0.0 30.9 380.1 1,048.4 0.0 0.053.25 345.9Top - Section 1 1,448.9 0.0 44.7 345.9 1,493.6 0.0 0.055.00 467.0 359.1 0.0 24.0 467.0 383.2 0.0 0.060.00 690.8 1,008.0 0.0 68.7 690.8 1,076.7 0.0 0.065.00 688.0 981.3 0.0 68.7 688.0 1,050.0 0.0 0.070.00 683.5 954.6 0.0 68.7 683.5 1,023.3 0.0 0.075.00 677.5 927.8 0.0 68.7 677.5 996.5 0.0 0.080.00 670.2 901.1 0.0 68.7 670.2 969.8 0.0 0.085.00 661.6 874.4 0.0 68.7 661.6 943.1 0.0 0.090.00 651.8 847.6 0.0 68.7 651.8 916.3 0.0 0.095.00 451.1 820.9 0.0 68.7 451.1 889.6 0.0 0.097.00 320.5Bot - Section 3 320.9 0.0 27.5 320.5 348.4 0.0 0.0100.00 272.4 794.9 0.0 41.2 272.4 836.1 0.0 0.0101.25 316.4Top - Section 2 326.5 0.0 17.2 316.4 343.7 0.0 0.0105.00 546.5 389.6 0.0 51.5 546.5 441.2 0.0 0.0110.00 612.7 503.9 0.0 68.7 612.7 572.6 0.0 0.0115.00 598.4 486.1 0.0 68.7 598.4 554.8 0.0 0.0120.00 583.3 468.3 0.0 68.7 583.3 537.0 0.0 0.0125.00 567.4 450.5 0.0 68.7 567.4 519.2 0.0 0.0130.00 550.9 432.6 0.0 68.7 550.9 501.3 0.0 0.0135.00 533.7 414.8 0.0 68.7 533.7 483.5 0.0 0.0140.00 515.8 397.0 0.0 68.7 515.8 465.7 0.0 0.0145.00 376.5 379.2 0.0 68.7 376.5 447.9 0.0 0.0147.50 246.0Bot - Section 4 182.9 0.0 34.4 246.0 217.3 0.0 0.0150.00 147.1 314.9 0.0 34.4 147.1 349.3 0.0 0.0150.50 238.4Top - Section 3 62.1 0.0 6.9 238.4 68.9 0.0 0.0155.00 442.6 236.1 0.0 61.8 442.6 297.9 0.0 0.0160.00 446.7 249.6 0.0 68.7 446.7 318.3 0.0 0.0165.00 426.1 236.2 0.0 68.7 426.1 304.9 0.0 0.0170.00 405.0 222.9 0.0 68.7 405.0 291.6 0.0 0.0175.00 273.0 209.5 0.0 68.7 273.0 278.2 0.0 0.0177.00 149.9Appertunance(s) 80.1 9,670.4 0.0 10,189.4 2,601.0 0.0 27.5 9,820.3 2,708.5 0.0 0.0179.00 74.0 77.9 0.0 0.0 74.0 77.9 0.0 0.0Totals: 31,353.6 35,425.3 0.00 0.00

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Site Number:2/6/2017 3:49:09 PM



Customer: ALLTEL



129 mph with No Ice

Calculated ForcesSegElev(ft) Pn(kips) Vn(kips) Tn(ft-kips) Mn(ft-kips)

PuFY (-)(kips)VuFX (-)(kips)

MuMX(ft-kips)MY(ft-kips) (ft-kips)MZTu MuRatioDeflect(in)

Total Rotation(deg)(ft-kips)MomentResultant phi phi phi phi

0.00 -35.37 -31.05 -3,609.540.00 0.00 3,609.54 5,169.48 2,584.74 5,669.7211,322.6 0.00 0.00 0.6445.00 -33.71 -30.44 -3,454.300.00 0.00 3,454.30 5,096.86 2,548.43 5,473.8010,931.3 0.10 -0.19 0.63810.00 -32.08 -29.83 -3,302.120.00 0.00 3,302.12 5,022.80 2,511.40 5,279.6910,543.7 0.40 -0.38 0.63215.00 -30.48 -29.23 -3,152.970.00 0.00 3,152.97 4,947.31 2,473.66 5,087.4810,159.8 0.91 -0.58 0.62620.00 -28.92 -28.64 -3,006.820.00 0.00 3,006.82 4,870.39 2,435.19 4,897.279,780.00 1.62 -0.78 0.62025.00 -27.39 -28.05 -2,863.630.00 0.00 2,863.63 4,792.03 2,396.02 4,709.169,404.35 2.54 -0.98 0.61430.00 -25.89 -27.47 -2,723.360.00 0.00 2,723.36 4,712.24 2,356.12 4,523.269,033.08 3.68 -1.19 0.60835.00 -24.43 -26.87 -2,586.030.00 0.00 2,586.03 4,631.02 2,315.51 4,339.658,666.41 5.03 -1.40 0.60140.00 -23.00 -26.25 -2,451.700.00 0.00 2,451.70 4,548.36 2,274.18 4,158.438,304.52 6.61 -1.61 0.59545.00 -21.62 -25.75 -2,320.450.00 0.00 2,320.45 4,464.26 2,232.13 3,979.717,947.61 8.42 -1.83 0.58847.75 -20.88 -25.43 -2,249.630.00 0.00 2,249.63 4,417.09 2,208.55 3,882.247,752.96 9.51 -1.96 0.58450.00 -19.79 -25.06 -2,192.420.00 0.00 2,192.42 4,366.02 2,183.01 3,792.547,573.81 10.46 -2.06 0.58353.25 -18.26 -24.69 -2,110.990.00 0.00 2,110.99 3,607.47 1,803.73 3,145.496,281.65 11.91 -2.21 0.67655.00 -17.82 -24.26 -2,067.780.00 0.00 2,067.78 3,584.31 1,792.15 3,096.686,184.17 12.74 -2.29 0.67360.00 -16.67 -23.60 -1,946.460.00 0.00 1,946.46 3,517.17 1,758.59 2,958.455,908.11 15.28 -2.55 0.66365.00 -15.55 -22.94 -1,828.450.00 0.00 1,828.45 3,448.61 1,724.30 2,822.105,635.82 18.08 -2.81 0.65370.00 -14.45 -22.27 -1,713.760.00 0.00 1,713.76 3,378.60 1,689.30 2,687.745,367.51 21.16 -3.07 0.64275.00 -13.40 -21.60 -1,602.410.00 0.00 1,602.41 3,307.17 1,653.58 2,555.475,103.35 24.52 -3.34 0.63180.00 -12.37 -20.93 -1,494.400.00 0.00 1,494.40 3,230.46 1,615.23 2,422.514,837.82 28.17 -3.62 0.62185.00 -11.37 -20.27 -1,389.730.00 0.00 1,389.73 3,133.18 1,566.59 2,278.084,549.41 32.11 -3.90 0.61490.00 -10.40 -19.61 -1,288.390.00 0.00 1,288.39 3,035.90 1,517.95 2,138.104,269.85 36.34 -4.18 0.60695.00 -9.48 -19.12 -1,190.360.00 0.00 1,190.36 2,938.62 1,469.31 2,002.553,999.16 40.87 -4.47 0.59897.00 -9.11 -18.80 -1,152.120.00 0.00 1,152.12 2,899.71 1,449.85 1,949.583,893.37 42.77 -4.59 0.594100.00 -8.26 -18.48 -1,095.720.00 0.00 1,095.72 2,841.34 1,420.67 1,871.453,737.34 45.71 -4.77 0.589101.25 -7.89 -18.16 -1,072.620.00 0.00 1,072.62 1,760.74 880.37 1,176.972,350.44 46.97 -4.85 0.916105.00 -7.40 -17.62 -1,004.530.00 0.00 1,004.53 1,731.49 865.75 1,127.792,252.23 50.86 -5.08 0.895110.00 -6.76 -17.00 -916.450.00 0.00 916.45 1,691.23 845.62 1,062.992,122.82 56.41 -5.51 0.867115.00 -6.14 -16.40 -831.430.00 0.00 831.43 1,649.54 824.77 999.151,995.34 62.40 -5.94 0.836120.00 -5.55 -15.81 -749.420.00 0.00 749.42 1,606.42 803.21 936.381,869.99 68.85 -6.38 0.804125.00 -4.98 -15.22 -670.390.00 0.00 670.39 1,561.86 780.93 874.781,746.97 75.75 -6.82 0.770130.00 -4.44 -14.65 -594.280.00 0.00 594.28 1,515.86 757.93 814.441,626.46 83.12 -7.27 0.733135.00 -3.92 -14.09 -521.030.00 0.00 521.03 1,468.44 734.22 755.461,508.68 90.95 -7.71 0.693140.00 -3.43 -13.54 -450.600.00 0.00 450.60 1,412.23 706.12 694.331,386.60 99.23 -8.15 0.652145.00 -2.96 -13.12 -382.910.00 0.00 382.91 1,347.38 673.69 631.711,261.55 107.97 -8.58 0.609147.50 -2.74 -12.85 -350.110.00 0.00 350.11 1,314.95 657.48 601.511,201.23 112.50 -8.80 0.585150.00 -2.39 -12.66 -317.980.00 0.00 317.98 1,282.53 641.26 572.051,142.40 117.14 -9.01 0.558150.50 -2.31 -12.42 -311.650.00 0.00 311.65 927.60 463.80 421.22841.18 118.08 -9.05 0.743155.00 -2.00 -11.95 -255.760.00 0.00 255.76 898.38 449.19 389.50777.85 126.76 -9.41 0.660160.00 -1.68 -11.47 -196.010.00 0.00 196.01 864.56 432.28 355.12709.18 136.81 -9.86 0.555165.00 -1.39 -11.01 -138.670.00 0.00 138.67 829.29 414.65 321.72642.48 147.31 -10.26 0.433170.00 -1.13 -10.56 -83.640.00 0.00 83.64 786.67 393.34 287.24573.62 158.18 -10.57 0.293175.00 -0.89 -10.24 -30.850.00 0.00 30.85 738.03 369.02 252.64504.53 169.31 -10.77 0.124177.00 -0.06 -0.09 -0.170.00 0.00 0.17 718.58 359.29 239.42478.14 173.80 -10.80 0.001179.00 0.00 -0.07 0.000.00 0.00 0.00 699.12 349.56 226.56452.45 178.30 -10.80 0.000

Page: 5

athompson

Stamp

Site Number:2/6/2017 3:49:09 PM



Customer: ALLTEL



129 mph with No Ice (Reduced DL)

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 364.8 0.0 0.0 0.0 364.8 0.0 0.0 0.05.00 722.1 1,122.1 0.0 51.5 722.1 1,173.6 0.0 0.010.00 707.0 1,098.7 0.0 51.5 707.0 1,150.2 0.0 0.015.00 691.9 1,075.3 0.0 51.5 691.9 1,126.8 0.0 0.020.00 676.8 1,051.9 0.0 51.5 676.8 1,103.4 0.0 0.025.00 661.7 1,028.5 0.0 51.5 661.7 1,080.0 0.0 0.030.00 654.3 1,005.1 0.0 51.5 654.3 1,056.6 0.0 0.035.00 660.1 981.7 0.0 51.5 660.1 1,033.3 0.0 0.040.00 669.4 958.3 0.0 51.5 669.4 1,009.9 0.0 0.045.00 522.8 934.9 0.0 51.5 522.8 986.5 0.0 0.047.75 341.5Bot - Section 2 504.2 0.0 28.3 341.5 532.6 0.0 0.050.00 380.1 763.1 0.0 23.2 380.1 786.3 0.0 0.053.25 345.9Top - Section 1 1,086.7 0.0 33.5 345.9 1,120.2 0.0 0.055.00 467.0 269.3 0.0 18.0 467.0 287.4 0.0 0.060.00 690.8 756.0 0.0 51.5 690.8 807.6 0.0 0.065.00 688.0 736.0 0.0 51.5 688.0 787.5 0.0 0.070.00 683.5 715.9 0.0 51.5 683.5 767.5 0.0 0.075.00 677.5 695.9 0.0 51.5 677.5 747.4 0.0 0.080.00 670.2 675.8 0.0 51.5 670.2 727.4 0.0 0.085.00 661.6 655.8 0.0 51.5 661.6 707.3 0.0 0.090.00 651.8 635.7 0.0 51.5 651.8 687.3 0.0 0.095.00 451.1 615.7 0.0 51.5 451.1 667.2 0.0 0.097.00 320.5Bot - Section 3 240.7 0.0 20.6 320.5 261.3 0.0 0.0100.00 272.4 596.2 0.0 30.9 272.4 627.1 0.0 0.0101.25 316.4Top - Section 2 244.9 0.0 12.9 316.4 257.7 0.0 0.0105.00 546.5 292.2 0.0 38.6 546.5 330.9 0.0 0.0110.00 612.7 378.0 0.0 51.5 612.7 429.5 0.0 0.0115.00 598.4 364.6 0.0 51.5 598.4 416.1 0.0 0.0120.00 583.3 351.2 0.0 51.5 583.3 402.7 0.0 0.0125.00 567.4 337.9 0.0 51.5 567.4 389.4 0.0 0.0130.00 550.9 324.5 0.0 51.5 550.9 376.0 0.0 0.0135.00 533.7 311.1 0.0 51.5 533.7 362.6 0.0 0.0140.00 515.8 297.8 0.0 51.5 515.8 349.3 0.0 0.0145.00 376.5 284.4 0.0 51.5 376.5 335.9 0.0 0.0147.50 246.0Bot - Section 4 137.2 0.0 25.8 246.0 162.9 0.0 0.0150.00 147.1 236.2 0.0 25.8 147.1 262.0 0.0 0.0150.50 238.4Top - Section 3 46.5 0.0 5.2 238.4 51.7 0.0 0.0155.00 442.6 177.1 0.0 46.4 442.6 223.4 0.0 0.0160.00 446.7 187.2 0.0 51.5 446.7 238.7 0.0 0.0165.00 426.1 177.2 0.0 51.5 426.1 228.7 0.0 0.0170.00 405.0 167.1 0.0 51.5 405.0 218.7 0.0 0.0175.00 273.0 157.1 0.0 51.5 273.0 208.6 0.0 0.0177.00 149.9Appertunance(s) 60.0 9,670.4 0.0 10,189.4 1,950.7 0.0 20.6 9,820.3 2,031.4 0.0 0.0179.00 74.0 58.4 0.0 0.0 74.0 58.4 0.0 0.0Totals: 31,353.6 26,568.9 0.00 0.00

Page: 6

athompson

Stamp

Site Number:2/6/2017 3:49:09 PM



Customer: ALLTEL



129 mph with No Ice (Reduced DL)





0.00 -26.52 -31.03 -3,577.900.00 0.00 3,577.90 5,169.48 2,584.74 5,669.7211,322.6 0.00 0.00 0.6365.00 -25.24 -30.39 -3,422.740.00 0.00 3,422.74 5,096.86 2,548.43 5,473.8010,931.3 0.10 -0.19 0.63010.00 -24.00 -29.76 -3,270.780.00 0.00 3,270.78 5,022.80 2,511.40 5,279.6910,543.7 0.40 -0.38 0.62415.00 -22.78 -29.14 -3,121.980.00 0.00 3,121.98 4,947.31 2,473.66 5,087.4810,159.8 0.90 -0.57 0.61820.00 -21.58 -28.52 -2,976.290.00 0.00 2,976.29 4,870.39 2,435.19 4,897.279,780.00 1.60 -0.77 0.61225.00 -20.41 -27.92 -2,833.680.00 0.00 2,833.68 4,792.03 2,396.02 4,709.169,404.35 2.52 -0.97 0.60630.00 -19.27 -27.31 -2,694.100.00 0.00 2,694.10 4,712.24 2,356.12 4,523.269,033.08 3.64 -1.18 0.60035.00 -18.16 -26.70 -2,557.530.00 0.00 2,557.53 4,631.02 2,315.51 4,339.658,666.41 4.99 -1.38 0.59340.00 -17.07 -26.07 -2,424.050.00 0.00 2,424.05 4,548.36 2,274.18 4,158.438,304.52 6.55 -1.60 0.58745.00 -16.02 -25.56 -2,293.730.00 0.00 2,293.73 4,464.26 2,232.13 3,979.717,947.61 8.34 -1.81 0.58047.75 -15.45 -25.23 -2,223.430.00 0.00 2,223.43 4,417.09 2,208.55 3,882.247,752.96 9.42 -1.94 0.57650.00 -14.62 -24.86 -2,166.660.00 0.00 2,166.66 4,366.02 2,183.01 3,792.547,573.81 10.36 -2.04 0.57553.25 -13.47 -24.50 -2,085.880.00 0.00 2,085.88 3,607.47 1,803.73 3,145.496,281.65 11.79 -2.19 0.66755.00 -13.13 -24.06 -2,043.010.00 0.00 2,043.01 3,584.31 1,792.15 3,096.686,184.17 12.61 -2.27 0.66460.00 -12.25 -23.39 -1,922.720.00 0.00 1,922.72 3,517.17 1,758.59 2,958.455,908.11 15.12 -2.52 0.65465.00 -11.39 -22.72 -1,805.770.00 0.00 1,805.77 3,448.61 1,724.30 2,822.105,635.82 17.90 -2.78 0.64370.00 -10.55 -22.04 -1,692.190.00 0.00 1,692.19 3,378.60 1,689.30 2,687.745,367.51 20.94 -3.04 0.63375.00 -9.75 -21.37 -1,581.970.00 0.00 1,581.97 3,307.17 1,653.58 2,555.475,103.35 24.27 -3.31 0.62280.00 -8.96 -20.70 -1,475.110.00 0.00 1,475.11 3,230.46 1,615.23 2,422.514,837.82 27.87 -3.58 0.61285.00 -8.20 -20.04 -1,371.590.00 0.00 1,371.59 3,133.18 1,566.59 2,278.084,549.41 31.77 -3.85 0.60590.00 -7.46 -19.38 -1,271.410.00 0.00 1,271.41 3,035.90 1,517.95 2,138.104,269.85 35.95 -4.13 0.59795.00 -6.77 -18.90 -1,174.530.00 0.00 1,174.53 2,938.62 1,469.31 2,002.553,999.16 40.43 -4.42 0.58997.00 -6.48 -18.58 -1,136.730.00 0.00 1,136.73 2,899.71 1,449.85 1,949.583,893.37 42.30 -4.54 0.585100.00 -5.84 -18.27 -1,081.000.00 0.00 1,081.00 2,841.34 1,420.67 1,871.453,737.34 45.21 -4.72 0.580101.25 -5.56 -17.95 -1,058.160.00 0.00 1,058.16 1,760.74 880.37 1,176.972,350.44 46.45 -4.79 0.903105.00 -5.18 -17.40 -990.870.00 0.00 990.87 1,731.49 865.75 1,127.792,252.23 50.30 -5.02 0.882110.00 -4.68 -16.79 -903.850.00 0.00 903.85 1,691.23 845.62 1,062.992,122.82 55.78 -5.44 0.853115.00 -4.21 -16.18 -819.910.00 0.00 819.91 1,649.54 824.77 999.151,995.34 61.70 -5.87 0.824120.00 -3.75 -15.59 -738.990.00 0.00 738.99 1,606.42 803.21 936.381,869.99 68.07 -6.30 0.792125.00 -3.31 -15.01 -661.030.00 0.00 661.03 1,561.86 780.93 874.781,746.97 74.89 -6.74 0.758130.00 -2.90 -14.44 -585.990.00 0.00 585.99 1,515.86 757.93 814.441,626.46 82.17 -7.18 0.722135.00 -2.50 -13.88 -513.800.00 0.00 513.80 1,468.44 734.22 755.461,508.68 89.90 -7.61 0.682140.00 -2.12 -13.34 -444.390.00 0.00 444.39 1,412.23 706.12 694.331,386.60 98.08 -8.04 0.642145.00 -1.78 -12.93 -377.700.00 0.00 377.70 1,347.38 673.69 631.711,261.55 106.70 -8.47 0.600147.50 -1.60 -12.67 -345.370.00 0.00 345.37 1,314.95 657.48 601.511,201.23 111.18 -8.68 0.576150.00 -1.34 -12.48 -313.710.00 0.00 313.71 1,282.53 641.26 572.051,142.40 115.77 -8.89 0.550150.50 -1.28 -12.25 -307.460.00 0.00 307.46 927.60 463.80 421.22841.18 116.70 -8.94 0.732155.00 -1.05 -11.78 -252.360.00 0.00 252.36 898.38 449.19 389.50777.85 125.26 -9.29 0.650160.00 -0.80 -11.31 -193.450.00 0.00 193.45 864.56 432.28 355.12709.18 135.19 -9.74 0.546165.00 -0.59 -10.85 -136.920.00 0.00 136.92 829.29 414.65 321.72642.48 145.56 -10.13 0.427170.00 -0.40 -10.42 -82.660.00 0.00 82.66 786.67 393.34 287.24573.62 156.29 -10.44 0.289175.00 -0.23 -10.11 -30.580.00 0.00 30.58 738.03 369.02 252.64504.53 167.27 -10.63 0.122177.00 -0.04 -0.08 -0.170.00 0.00 0.17 718.58 359.29 239.42478.14 171.71 -10.66 0.001179.00 0.00 -0.07 0.000.00 0.00 0.00 699.12 349.56 226.56452.45 176.15 -10.66 0.000

Page: 7

athompson

Stamp

Site Number:2/6/2017 3:49:10 PM



Customer: ALLTEL

Load Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

25 IterationsWind Importance Factor :Ice Importance Factor :1.001.00Ice Dead Load Factor :1.00

30 mph with 0.25 in Radial Ice

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 23.1 0.0 0.0 0.0 23.1 0.0 0.0 0.05.00 45.7 1,624.5 0.0 68.7 45.7 1,693.2 0.0 0.010.00 44.9 1,605.4 0.0 68.7 44.9 1,674.1 0.0 0.015.00 44.0 1,578.5 0.0 68.7 44.0 1,647.2 0.0 0.020.00 43.0 1,549.0 0.0 68.7 43.0 1,617.7 0.0 0.025.00 42.1 1,518.3 0.0 68.7 42.1 1,587.0 0.0 0.030.00 41.7 1,486.7 0.0 68.7 41.7 1,555.4 0.0 0.035.00 42.1 1,454.6 0.0 68.7 42.1 1,523.3 0.0 0.040.00 42.7 1,422.0 0.0 68.7 42.7 1,490.7 0.0 0.045.00 33.4 1,389.2 0.0 68.7 33.4 1,457.9 0.0 0.047.75 21.8Bot - Section 2 750.4 0.0 37.8 21.8 788.1 0.0 0.050.00 24.3 1,082.0 0.0 30.9 24.3 1,112.9 0.0 0.053.25 22.1Top - Section 1 1,541.2 0.0 44.7 22.1 1,585.8 0.0 0.055.00 29.9 408.6 0.0 24.0 29.9 432.6 0.0 0.060.00 44.2 1,146.6 0.0 68.7 44.2 1,215.3 0.0 0.065.00 44.1 1,117.4 0.0 68.7 44.1 1,186.1 0.0 0.070.00 43.8 1,088.0 0.0 68.7 43.8 1,156.7 0.0 0.075.00 43.5 1,058.5 0.0 68.7 43.5 1,127.2 0.0 0.080.00 43.0 1,028.9 0.0 68.7 43.0 1,097.6 0.0 0.085.00 42.5 999.2 0.0 68.7 42.5 1,067.9 0.0 0.090.00 42.0 969.4 0.0 68.7 42.0 1,038.1 0.0 0.095.00 29.1 939.5 0.0 68.7 29.1 1,008.2 0.0 0.097.00 20.7Bot - Section 3 367.9 0.0 27.5 20.7 395.4 0.0 0.0100.00 17.6 865.3 0.0 41.2 17.6 906.5 0.0 0.0101.25 20.4Top - Section 2 355.6 0.0 17.2 20.4 372.8 0.0 0.0105.00 35.3 475.1 0.0 51.5 35.3 526.7 0.0 0.0110.00 39.6 614.5 0.0 68.7 39.6 683.2 0.0 0.0115.00 38.7 593.3 0.0 68.7 38.7 662.0 0.0 0.0120.00 37.8 572.1 0.0 68.7 37.8 640.8 0.0 0.0125.00 36.9 550.7 0.0 68.7 36.9 619.4 0.0 0.0130.00 35.8 529.4 0.0 68.7 35.8 598.1 0.0 0.0135.00 34.8 508.0 0.0 68.7 34.8 576.7 0.0 0.0140.00 33.7 486.5 0.0 68.7 33.7 555.2 0.0 0.0145.00 24.6 465.0 0.0 68.7 24.6 533.7 0.0 0.0147.50 16.1Bot - Section 4 225.0 0.0 34.4 16.1 259.3 0.0 0.0150.00 9.6 356.7 0.0 34.4 9.6 391.1 0.0 0.0150.50 15.7Top - Section 3 70.4 0.0 6.9 15.7 77.3 0.0 0.0155.00 29.1 307.9 0.0 61.8 29.1 369.7 0.0 0.0160.00 29.5 325.6 0.0 68.7 29.5 394.3 0.0 0.0165.00 28.2 308.5 0.0 68.7 28.2 377.2 0.0 0.0170.00 26.9 291.3 0.0 68.7 26.9 360.0 0.0 0.0175.00 18.2 274.1 0.0 68.7 18.2 342.8 0.0 0.0177.00 10.0Appertunance(s) 105.3 377.6 0.0 389.2 1,168.1 0.0 27.5 387.6 1,300.9 0.0 0.0179.00 5.0 102.5 0.0 0.0 5.0 102.5 0.0 0.0Totals: 1,774.65 38,108.6 0.00 0.00

Page: 8

athompson

Stamp

Site Number:2/6/2017 3:49:10 PM



Customer: ALLTEL

Load Case: 1.2D + 1.0Di + 1.0WiGust Response Factor : 1.10Dead Load Factor : 1.20Wind Load Factor : 1.00

25 IterationsWind Importance Factor :Ice Importance Factor :1.001.00Ice Dead Load Factor :1.00

30 mph with 0.25 in Radial Ice





0.00 -38.11 -1.75 -188.250.00 0.00 188.25 5,169.48 2,584.74 5,669.7211,322.6 0.00 0.00 0.0415.00 -36.42 -1.71 -179.480.00 0.00 179.48 5,096.86 2,548.43 5,473.8010,931.3 0.01 -0.01 0.04010.00 -34.74 -1.68 -170.910.00 0.00 170.91 5,022.80 2,511.40 5,279.6910,543.7 0.02 -0.02 0.03915.00 -33.09 -1.64 -162.540.00 0.00 162.54 4,947.31 2,473.66 5,087.4810,159.8 0.05 -0.03 0.03920.00 -31.48 -1.60 -154.350.00 0.00 154.35 4,870.39 2,435.19 4,897.279,780.00 0.08 -0.04 0.03825.00 -29.89 -1.56 -146.360.00 0.00 146.36 4,792.03 2,396.02 4,709.169,404.35 0.13 -0.05 0.03730.00 -28.33 -1.52 -138.560.00 0.00 138.56 4,712.24 2,356.12 4,523.269,033.08 0.19 -0.06 0.03735.00 -26.81 -1.48 -130.950.00 0.00 130.95 4,631.02 2,315.51 4,339.658,666.41 0.26 -0.07 0.03640.00 -25.32 -1.44 -123.530.00 0.00 123.53 4,548.36 2,274.18 4,158.438,304.52 0.34 -0.08 0.03545.00 -23.86 -1.41 -116.320.00 0.00 116.32 4,464.26 2,232.13 3,979.717,947.61 0.43 -0.09 0.03547.75 -23.07 -1.39 -112.430.00 0.00 112.43 4,417.09 2,208.55 3,882.247,752.96 0.49 -0.10 0.03450.00 -21.96 -1.37 -109.310.00 0.00 109.31 4,366.02 2,183.01 3,792.547,573.81 0.54 -0.11 0.03453.25 -20.37 -1.34 -104.860.00 0.00 104.86 3,607.47 1,803.73 3,145.496,281.65 0.61 -0.11 0.03955.00 -19.94 -1.32 -102.510.00 0.00 102.51 3,584.31 1,792.15 3,096.686,184.17 0.65 -0.12 0.03960.00 -18.72 -1.27 -95.930.00 0.00 95.93 3,517.17 1,758.59 2,958.455,908.11 0.78 -0.13 0.03865.00 -17.54 -1.23 -89.570.00 0.00 89.57 3,448.61 1,724.30 2,822.105,635.82 0.93 -0.14 0.03770.00 -16.38 -1.19 -83.410.00 0.00 83.41 3,378.60 1,689.30 2,687.745,367.51 1.08 -0.16 0.03675.00 -15.25 -1.14 -77.480.00 0.00 77.48 3,307.17 1,653.58 2,555.475,103.35 1.25 -0.17 0.03580.00 -14.16 -1.10 -71.760.00 0.00 71.76 3,230.46 1,615.23 2,422.514,837.82 1.43 -0.18 0.03485.00 -13.09 -1.06 -66.250.00 0.00 66.25 3,133.18 1,566.59 2,278.084,549.41 1.63 -0.19 0.03390.00 -12.05 -1.02 -60.960.00 0.00 60.96 3,035.90 1,517.95 2,138.104,269.85 1.84 -0.21 0.03295.00 -11.04 -0.98 -55.880.00 0.00 55.88 2,938.62 1,469.31 2,002.553,999.16 2.07 -0.22 0.03297.00 -10.65 -0.96 -53.910.00 0.00 53.91 2,899.71 1,449.85 1,949.583,893.37 2.16 -0.23 0.031100.00 -9.74 -0.94 -51.020.00 0.00 51.02 2,841.34 1,420.67 1,871.453,737.34 2.31 -0.24 0.031101.25 -9.37 -0.92 -49.840.00 0.00 49.84 1,760.74 880.37 1,176.972,350.44 2.37 -0.24 0.048105.00 -8.84 -0.89 -46.390.00 0.00 46.39 1,731.49 865.75 1,127.792,252.23 2.56 -0.25 0.046110.00 -8.16 -0.85 -41.950.00 0.00 41.95 1,691.23 845.62 1,062.992,122.82 2.84 -0.27 0.044115.00 -7.49 -0.81 -37.710.00 0.00 37.71 1,649.54 824.77 999.151,995.34 3.13 -0.29 0.042120.00 -6.85 -0.77 -33.670.00 0.00 33.67 1,606.42 803.21 936.381,869.99 3.44 -0.31 0.040125.00 -6.23 -0.73 -29.820.00 0.00 29.82 1,561.86 780.93 874.781,746.97 3.78 -0.33 0.038130.00 -5.64 -0.69 -26.170.00 0.00 26.17 1,515.86 757.93 814.441,626.46 4.13 -0.35 0.036135.00 -5.06 -0.66 -22.700.00 0.00 22.70 1,468.44 734.22 755.461,508.68 4.51 -0.37 0.033140.00 -4.50 -0.62 -19.410.00 0.00 19.41 1,412.23 706.12 694.331,386.60 4.91 -0.39 0.031145.00 -3.97 -0.59 -16.310.00 0.00 16.31 1,347.38 673.69 631.711,261.55 5.32 -0.41 0.029147.50 -3.71 -0.58 -14.820.00 0.00 14.82 1,314.95 657.48 601.511,201.23 5.54 -0.42 0.027150.00 -3.32 -0.56 -13.380.00 0.00 13.38 1,282.53 641.26 572.051,142.40 5.76 -0.42 0.026150.50 -3.24 -0.55 -13.100.00 0.00 13.10 927.60 463.80 421.22841.18 5.80 -0.43 0.035155.00 -2.87 -0.52 -10.630.00 0.00 10.63 898.38 449.19 389.50777.85 6.21 -0.44 0.030160.00 -2.48 -0.49 -8.040.00 0.00 8.04 864.56 432.28 355.12709.18 6.68 -0.46 0.026165.00 -2.10 -0.46 -5.610.00 0.00 5.61 829.29 414.65 321.72642.48 7.17 -0.48 0.020170.00 -1.74 -0.43 -3.340.00 0.00 3.34 786.67 393.34 287.24573.62 7.68 -0.49 0.014175.00 -1.40 -0.40 -1.210.00 0.00 1.21 738.03 369.02 252.64504.53 8.19 -0.50 0.007177.00 -0.10 -0.01 -0.010.00 0.00 0.01 718.58 359.29 239.42478.14 8.40 -0.50 0.000179.00 0.00 0.00 0.000.00 0.00 0.00 699.12 349.56 226.56452.45 8.61 -0.50 0.000

Page: 9

athompson

Stamp

Site Number:2/6/2017 3:49:11 PM



Customer: ALLTEL



Serviceability 60 mph

SegElev(ft)

MY(lb-ft) (lb-ft)

MZ


Description


(lb) (lb)Wind FX

(lb)



(lb)LoadDead(lb)


(lb)DeadLoad(lb)

TorsionMY(lb-ft)

MomentMZ(lb)

LoadDead

0.00 49.3 0.0 0.0 0.0 49.3 0.0 0.0 0.05.00 97.6 1,246.8 0.0 57.3 97.6 1,304.0 0.0 0.010.00 95.6 1,220.8 0.0 57.3 95.6 1,278.0 0.0 0.015.00 93.6 1,194.8 0.0 57.3 93.6 1,252.0 0.0 0.020.00 91.5 1,168.8 0.0 57.3 91.5 1,226.0 0.0 0.025.00 89.5 1,142.8 0.0 57.3 89.5 1,200.0 0.0 0.030.00 88.5 1,116.8 0.0 57.3 88.5 1,174.0 0.0 0.035.00 89.2 1,090.8 0.0 57.3 89.2 1,148.1 0.0 0.040.00 90.5 1,064.8 0.0 57.3 90.5 1,122.1 0.0 0.045.00 70.7 1,038.8 0.0 57.3 70.7 1,096.1 0.0 0.047.75 46.2Bot - Section 2 560.3 0.0 31.5 46.2 591.8 0.0 0.050.00 51.4 847.9 0.0 25.8 51.4 873.6 0.0 0.053.25 46.8Top - Section 1 1,207.4 0.0 37.2 46.8 1,244.7 0.0 0.055.00 63.1 299.3 0.0 20.0 63.1 319.3 0.0 0.060.00 93.4 840.0 0.0 57.3 93.4 897.3 0.0 0.065.00 93.0 817.8 0.0 57.3 93.0 875.0 0.0 0.070.00 92.4 795.5 0.0 57.3 92.4 852.7 0.0 0.075.00 91.6 773.2 0.0 57.3 91.6 830.5 0.0 0.080.00 90.6 750.9 0.0 57.3 90.6 808.2 0.0 0.085.00 89.5 728.7 0.0 57.3 89.5 785.9 0.0 0.090.00 88.1 706.4 0.0 57.3 88.1 763.6 0.0 0.095.00 61.0 684.1 0.0 57.3 61.0 741.3 0.0 0.097.00 43.3Bot - Section 3 267.4 0.0 22.9 43.3 290.3 0.0 0.0100.00 36.8 662.4 0.0 34.4 36.8 696.8 0.0 0.0101.25 42.8Top - Section 2 272.1 0.0 14.3 42.8 286.4 0.0 0.0105.00 73.9 324.7 0.0 42.9 73.9 367.6 0.0 0.0110.00 82.8 419.9 0.0 57.3 82.8 477.2 0.0 0.0115.00 80.9 405.1 0.0 57.3 80.9 462.3 0.0 0.0120.00 78.9 390.2 0.0 57.3 78.9 447.5 0.0 0.0125.00 76.7 375.4 0.0 57.3 76.7 432.6 0.0 0.0130.00 74.5 360.5 0.0 57.3 74.5 417.8 0.0 0.0135.00 72.2 345.7 0.0 57.3 72.2 402.9 0.0 0.0140.00 69.7 330.8 0.0 57.3 69.7 388.1 0.0 0.0145.00 50.9 316.0 0.0 57.3 50.9 373.2 0.0 0.0147.50 33.3Bot - Section 4 152.4 0.0 28.6 33.3 181.0 0.0 0.0150.00 19.9 262.5 0.0 28.6 19.9 291.1 0.0 0.0150.50 32.2Top - Section 3 51.7 0.0 5.7 32.2 57.4 0.0 0.0155.00 59.8 196.7 0.0 51.5 59.8 248.2 0.0 0.0160.00 60.4 208.0 0.0 57.3 60.4 265.2 0.0 0.0165.00 57.6 196.9 0.0 57.3 57.6 254.1 0.0 0.0170.00 54.8 185.7 0.0 57.3 54.8 243.0 0.0 0.0175.00 36.9 174.6 0.0 57.3 36.9 231.8 0.0 0.0177.00 20.3Appertunance(s) 66.7 1,307.5 0.0 1,377.7 2,167.5 0.0 22.9 1,327.8 2,257.1 0.0 0.0179.00 10.0 64.9 0.0 0.0 10.0 64.9 0.0 0.0Totals: 4,239.27 29,521.0 0.00 0.00

Page: 10

athompson

Stamp

Site Number:2/6/2017 3:49:11 PM



Customer: ALLTEL



Serviceability 60 mph





0.00 -29.52 -4.20 -486.720.00 0.00 486.72 5,169.48 2,584.74 5,669.7211,322.6 0.00 0.00 0.0925.00 -28.21 -4.11 -465.740.00 0.00 465.74 5,096.86 2,548.43 5,473.8010,931.3 0.01 -0.03 0.09110.00 -26.93 -4.03 -445.190.00 0.00 445.19 5,022.80 2,511.40 5,279.6910,543.7 0.05 -0.05 0.09015.00 -25.68 -3.94 -425.060.00 0.00 425.06 4,947.31 2,473.66 5,087.4810,159.8 0.12 -0.08 0.08920.00 -24.45 -3.86 -405.340.00 0.00 405.34 4,870.39 2,435.19 4,897.279,780.00 0.22 -0.10 0.08825.00 -23.25 -3.78 -386.040.00 0.00 386.04 4,792.03 2,396.02 4,709.169,404.35 0.34 -0.13 0.08730.00 -22.08 -3.70 -367.130.00 0.00 367.13 4,712.24 2,356.12 4,523.269,033.08 0.50 -0.16 0.08635.00 -20.93 -3.62 -348.630.00 0.00 348.63 4,631.02 2,315.51 4,339.658,666.41 0.68 -0.19 0.08540.00 -19.80 -3.53 -330.540.00 0.00 330.54 4,548.36 2,274.18 4,158.438,304.52 0.89 -0.22 0.08445.00 -18.71 -3.47 -312.870.00 0.00 312.87 4,464.26 2,232.13 3,979.717,947.61 1.14 -0.25 0.08347.75 -18.11 -3.42 -303.340.00 0.00 303.34 4,417.09 2,208.55 3,882.247,752.96 1.28 -0.26 0.08250.00 -17.24 -3.37 -295.640.00 0.00 295.64 4,366.02 2,183.01 3,792.547,573.81 1.41 -0.28 0.08253.25 -15.99 -3.32 -284.690.00 0.00 284.69 3,607.47 1,803.73 3,145.496,281.65 1.61 -0.30 0.09555.00 -15.67 -3.26 -278.870.00 0.00 278.87 3,584.31 1,792.15 3,096.686,184.17 1.72 -0.31 0.09460.00 -14.77 -3.17 -262.550.00 0.00 262.55 3,517.17 1,758.59 2,958.455,908.11 2.06 -0.34 0.09365.00 -13.90 -3.08 -246.670.00 0.00 246.67 3,448.61 1,724.30 2,822.105,635.82 2.44 -0.38 0.09170.00 -13.04 -2.99 -231.250.00 0.00 231.25 3,378.60 1,689.30 2,687.745,367.51 2.85 -0.41 0.09075.00 -12.21 -2.90 -216.280.00 0.00 216.28 3,307.17 1,653.58 2,555.475,103.35 3.31 -0.45 0.08880.00 -11.40 -2.82 -201.750.00 0.00 201.75 3,230.46 1,615.23 2,422.514,837.82 3.80 -0.49 0.08785.00 -10.62 -2.73 -187.680.00 0.00 187.68 3,133.18 1,566.59 2,278.084,549.41 4.33 -0.53 0.08690.00 -9.85 -2.64 -174.050.00 0.00 174.05 3,035.90 1,517.95 2,138.104,269.85 4.90 -0.56 0.08595.00 -9.11 -2.57 -160.860.00 0.00 160.86 2,938.62 1,469.31 2,002.553,999.16 5.51 -0.60 0.08397.00 -8.82 -2.53 -155.720.00 0.00 155.72 2,899.71 1,449.85 1,949.583,893.37 5.77 -0.62 0.083100.00 -8.12 -2.49 -148.130.00 0.00 148.13 2,841.34 1,420.67 1,871.453,737.34 6.17 -0.64 0.082101.25 -7.84 -2.44 -145.020.00 0.00 145.02 1,760.74 880.37 1,176.972,350.44 6.34 -0.65 0.128105.00 -7.47 -2.37 -135.850.00 0.00 135.85 1,731.49 865.75 1,127.792,252.23 6.86 -0.69 0.125110.00 -6.99 -2.29 -123.990.00 0.00 123.99 1,691.23 845.62 1,062.992,122.82 7.61 -0.74 0.121115.00 -6.52 -2.21 -112.540.00 0.00 112.54 1,649.54 824.77 999.151,995.34 8.42 -0.80 0.117120.00 -6.08 -2.13 -101.490.00 0.00 101.49 1,606.42 803.21 936.381,869.99 9.29 -0.86 0.112125.00 -5.64 -2.05 -90.840.00 0.00 90.84 1,561.86 780.93 874.781,746.97 10.23 -0.92 0.107130.00 -5.22 -1.98 -80.570.00 0.00 80.57 1,515.86 757.93 814.441,626.46 11.23 -0.98 0.102135.00 -4.82 -1.90 -70.680.00 0.00 70.68 1,468.44 734.22 755.461,508.68 12.29 -1.04 0.097140.00 -4.43 -1.83 -61.160.00 0.00 61.16 1,412.23 706.12 694.331,386.60 13.41 -1.10 0.091145.00 -4.06 -1.78 -52.010.00 0.00 52.01 1,347.38 673.69 631.711,261.55 14.59 -1.16 0.085147.50 -3.88 -1.74 -47.570.00 0.00 47.57 1,314.95 657.48 601.511,201.23 15.21 -1.19 0.082150.00 -3.59 -1.72 -43.220.00 0.00 43.22 1,282.53 641.26 572.051,142.40 15.84 -1.22 0.078150.50 -3.53 -1.68 -42.360.00 0.00 42.36 927.60 463.80 421.22841.18 15.97 -1.22 0.104155.00 -3.28 -1.62 -34.780.00 0.00 34.78 898.38 449.19 389.50777.85 17.15 -1.27 0.093160.00 -3.01 -1.56 -26.670.00 0.00 26.67 864.56 432.28 355.12709.18 18.51 -1.33 0.079165.00 -2.76 -1.50 -18.870.00 0.00 18.87 829.29 414.65 321.72642.48 19.94 -1.39 0.062170.00 -2.52 -1.44 -11.390.00 0.00 11.39 786.67 393.34 287.24573.62 21.42 -1.43 0.043175.00 -2.29 -1.40 -4.190.00 0.00 4.19 738.03 369.02 252.64504.53 22.93 -1.46 0.020177.00 -0.06 -0.01 -0.020.00 0.00 0.02 718.58 359.29 239.42478.14 23.54 -1.46 0.000179.00 0.00 -0.01 0.000.00 0.00 0.00 699.12 349.56 226.56452.45 24.16 -1.46 0.000

Page: 11

athompson

Stamp

Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL

Equivalent Lateral Forces Method Analysis(Based on ASCE7-10 Chapters 11, 12, 15)

Spectral Response Acceleration for Short Period (SSpectral Response Acceleration at 1.0 Second Period (SLong-Period Transition Period (TImportance Factor (ISite Coefficient FSite Coeffiecient 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

81.001.532.281.500.350.200.060.060.032.181.301.84

29.522.32

kk

):1

L):

):s

E):):

av

ds):d1):

s):ss

::

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

WC

HorizontalForce(lb) (lb)

Vertical Force

Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method

zvx

43 820.00889365 19178.0042 1140.0111,20790 26176.0041 2940.0273,008232 64172.5040 3080.0272,987243 63167.5039 3230.0272,955254 63162.5038 3370.0272,912265 62157.5037 3150.0232,576248 55152.7536 730.00557857 12150.2535 3700.0262,877291 61148.7534 2300.0161,734181 37146.2533 4740.0313,409373 72142.5032 4930.0303,319388 70137.5031 5120.0293,219403 68132.5030 5300.0283,110418 66127.5029 5490.0272,992433 63122.5028 5680.0262,866447 61117.5027 5870.0252,734462 58112.5026 6060.0242,595477 55107.5025 4670.0171,852368 39103.1324 3640.0131,379286 29100.6323 8850.0293,227697 6898.5022 3690.0121,282290 2796.0021 9410.0283,058741 6592.50Page: 12

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL 20 9690.0262,844764 6087.5019 9980.0242,627786 5682.5018 1,0260.0222,408808 5177.5017 1,0540.0202,189830 4672.5016 1,0820.0181,971853 4267.5015 1,1110.0161,756875 3762.5014 1,1390.0141,544897 3357.5013 4050.004492319 1054.1312 1,5800.0161,7571,245 3751.6311 1,1090.0101,115874 2448.8810 7510.006686592 1546.389 1,3910.0101,0821,096 2342.508 1,4240.0088801,122 1937.507 1,4570.0066921,148 1532.506 1,4900.0055211,174 1127.505 1,5230.0033681,200 822.504 1,5560.0022371,226 517.503 1,5890.0011301,252 312.502 1,6220.000521,278 17.501 1,6550.00071,304 02.50RFS FD9R6004 240.00225319 5177.00Raycap RRFDC-3315-PF 410.00443532 9177.00Ericsson RRUS-32 2100.0212,249165 48177.00CSS XP18-80-2 730.00778458 17177.00Commscope HBXX-6516D 1170.0111,24992 26177.00Round T-Arm 9520.09310,205750 216177.00Amphenol Antel BXA-7 910.00998072 21177.00Commscope LNX-6515DS 1660.0161,784131 38177.00VZW Unused Reserve: 1,0780.10511,553849 245177.00

29,521 109,617 1.000 2,321 37,475

Segment (ft)

Height Above Base Weight(lb) (lb-ft)

WC

HorizontalForce(lb) (lb)

Vertical Force

Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method

zvx

43 540.00889365 19178.0042 740.0111,20790 26176.0041 1930.0273,008232 64172.5040 2020.0272,987243 63167.5039 2110.0272,955254 63162.5038 2200.0272,912265 62157.5037 2060.0232,576248 55152.7536 480.00557857 12150.2535 2420.0262,877291 61148.7534 1500.0161,734181 37146.2533 3100.0313,409373 72142.5032 3220.0303,319388 70137.5031 3350.0293,219403 68132.5030 3470.0283,110418 66127.5029 3590.0272,992433 63122.5028 3720.0262,866447 61117.5027 3840.0252,734462 58112.5026 3960.0242,595477 55107.5025 3050.0171,852368 39103.1324 2380.0131,379286 29100.6323 5790.0293,227697 6898.5022 2410.0121,282290 2796.0021 6160.0283,058741 6592.5020 6340.0262,844764 6087.5019 6530.0242,627786 5682.50

Page: 13

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL 18 6710.0222,408808 5177.5017 6900.0202,189830 4672.5016 7080.0181,971853 4267.5015 7270.0161,756875 3762.5014 7450.0141,544897 3357.5013 2650.004492319 1054.1312 1,0340.0161,7571,245 3751.6311 7260.0101,115874 2448.8810 4910.006686592 1546.389 9100.0101,0821,096 2342.508 9320.0088801,122 1937.507 9540.0066921,148 1532.506 9750.0055211,174 1127.505 9970.0033681,200 822.504 1,0180.0022371,226 517.503 1,0400.0011301,252 312.502 1,0610.000521,278 17.501 1,0830.00071,304 02.50RFS FD9R6004 150.00225319 5177.00Raycap RRFDC-3315-PF 270.00443532 9177.00Ericsson RRUS-32 1370.0212,249165 48177.00CSS XP18-80-2 480.00778458 17177.00Commscope HBXX-6516D 760.0111,24992 26177.00Round T-Arm 6230.09310,205750 216177.00Amphenol Antel BXA-7 600.00998072 21177.00Commscope LNX-6515DS 1090.0161,784131 38177.00VZW Unused Reserve: 7050.10511,553849 245177.00

29,521 109,617 1.000 2,321 24,519

Page: 14

athompson

Stamp

Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL





(1.2 + 0.2Sds) * DL + E ELFMLoad Case Seismic Equivalent Lateral Forces Method

0.00 -35.82 -2.33 0.00 -309.45 0.00 309.45 5,169.48 2,584.74 11,322.6 5,669.72 0.00 0.00 0.0625.00 -34.20 -2.33 0.00 -297.82 0.00 297.82 5,096.86 2,548.43 10,931.3 5,473.80 0.01 -0.02 0.06110.00 -32.61 -2.34 0.00 -286.15 0.00 286.15 5,022.80 2,511.40 10,543.7 5,279.69 0.03 -0.03 0.06115.00 -31.05 -2.34 0.00 -274.45 0.00 274.45 4,947.31 2,473.66 10,159.8 5,087.48 0.08 -0.05 0.06020.00 -29.53 -2.34 0.00 -262.73 0.00 262.73 4,870.39 2,435.19 9,780.00 4,897.27 0.14 -0.07 0.06025.00 -28.03 -2.34 0.00 -251.01 0.00 251.01 4,792.03 2,396.02 9,404.35 4,709.16 0.22 -0.09 0.05930.00 -26.58 -2.33 0.00 -239.32 0.00 239.32 4,712.24 2,356.12 9,033.08 4,523.26 0.32 -0.10 0.05935.00 -25.15 -2.32 0.00 -227.66 0.00 227.66 4,631.02 2,315.51 8,666.41 4,339.65 0.44 -0.12 0.05840.00 -23.76 -2.30 0.00 -216.08 0.00 216.08 4,548.36 2,274.18 8,304.52 4,158.43 0.57 -0.14 0.05745.00 -23.01 -2.29 0.00 -204.58 0.00 204.58 4,464.26 2,232.13 7,947.61 3,979.71 0.73 -0.16 0.05747.75 -21.90 -2.27 0.00 -198.28 0.00 198.28 4,417.09 2,208.55 7,752.96 3,882.24 0.83 -0.17 0.05650.00 -20.32 -2.23 0.00 -193.19 0.00 193.19 4,366.02 2,183.01 7,573.81 3,792.54 0.91 -0.18 0.05653.25 -19.91 -2.22 0.00 -185.95 0.00 185.95 3,607.47 1,803.73 6,281.65 3,145.49 1.04 -0.19 0.06555.00 -18.77 -2.19 0.00 -182.06 0.00 182.06 3,584.31 1,792.15 6,184.17 3,096.68 1.11 -0.20 0.06460.00 -17.66 -2.15 0.00 -171.12 0.00 171.12 3,517.17 1,758.59 5,908.11 2,958.45 1.33 -0.22 0.06365.00 -16.58 -2.11 0.00 -160.35 0.00 160.35 3,448.61 1,724.30 5,635.82 2,822.10 1.58 -0.25 0.06270.00 -15.52 -2.07 0.00 -149.78 0.00 149.78 3,378.60 1,689.30 5,367.51 2,687.74 1.85 -0.27 0.06075.00 -14.50 -2.02 0.00 -139.44 0.00 139.44 3,307.17 1,653.58 5,103.35 2,555.47 2.14 -0.29 0.05980.00 -13.50 -1.96 0.00 -129.34 0.00 129.34 3,230.46 1,615.23 4,837.82 2,422.51 2.46 -0.32 0.05885.00 -12.53 -1.90 0.00 -119.52 0.00 119.52 3,133.18 1,566.59 4,549.41 2,278.08 2.81 -0.34 0.05690.00 -11.59 -1.84 0.00 -110.00 0.00 110.00 3,035.90 1,517.95 4,269.85 2,138.10 3.18 -0.37 0.05595.00 -11.22 -1.81 0.00 -100.81 0.00 100.81 2,938.62 1,469.31 3,999.16 2,002.55 3.57 -0.39 0.05497.00 -10.33 -1.74 0.00 -97.19 0.00 97.19 2,899.71 1,449.85 3,893.37 1,949.58 3.74 -0.40 0.053100.00 -9.97 -1.71 0.00 -91.97 0.00 91.97 2,841.34 1,420.67 3,737.34 1,871.45 3.99 -0.42 0.053101.25 -9.50 -1.67 0.00 -89.83 0.00 89.83 1,760.74 880.37 2,350.44 1,176.97 4.10 -0.42 0.082105.00 -8.90 -1.61 0.00 -83.57 0.00 83.57 1,731.49 865.75 2,252.23 1,127.79 4.44 -0.44 0.079110.00 -8.31 -1.56 0.00 -75.50 0.00 75.50 1,691.23 845.62 2,122.82 1,062.99 4.92 -0.48 0.076115.00 -7.74 -1.50 0.00 -67.72 0.00 67.72 1,649.54 824.77 1,995.34 999.15 5.44 -0.51 0.072120.00 -7.19 -1.43 0.00 -60.24 0.00 60.24 1,606.42 803.21 1,869.99 936.38 6.00 -0.55 0.069125.00 -6.66 -1.36 0.00 -53.08 0.00 53.08 1,561.86 780.93 1,746.97 874.78 6.59 -0.58 0.065130.00 -6.15 -1.30 0.00 -46.26 0.00 46.26 1,515.86 757.93 1,626.46 814.44 7.22 -0.62 0.061135.00 -5.66 -1.22 0.00 -39.78 0.00 39.78 1,468.44 734.22 1,508.68 755.46 7.88 -0.65 0.057140.00 -5.18 -1.15 0.00 -33.67 0.00 33.67 1,412.23 706.12 1,386.60 694.33 8.58 -0.68 0.052145.00 -4.95 -1.11 0.00 -27.93 0.00 27.93 1,347.38 673.69 1,261.55 631.71 9.32 -0.72 0.048147.50 -4.58 -1.05 0.00 -25.15 0.00 25.15 1,314.95 657.48 1,201.23 601.51 9.70 -0.73 0.045150.00 -4.51 -1.03 0.00 -22.54 0.00 22.54 1,282.53 641.26 1,142.40 572.05 10.08 -0.75 0.043150.50 -4.20 -0.98 0.00 -22.02 0.00 22.02 927.60 463.80 841.18 421.22 10.16 -0.75 0.057155.00 -3.86 -0.91 0.00 -17.63 0.00 17.63 898.38 449.19 777.85 389.50 10.88 -0.78 0.050160.00 -3.54 -0.85 0.00 -13.07 0.00 13.07 864.56 432.28 709.18 355.12 11.71 -0.81 0.041165.00 -3.23 -0.78 0.00 -8.84 0.00 8.84 829.29 414.65 642.48 321.72 12.57 -0.83 0.031170.00 -2.94 -0.71 0.00 -4.94 0.00 4.94 786.67 393.34 573.62 287.24 13.45 -0.85 0.021175.00 -2.82 -0.69 0.00 -1.37 0.00 1.37 738.03 369.02 504.53 252.64 14.35 -0.86 0.009177.00 0.00 0.00 0.00 0.00 0.00 0.00 718.58 359.29 478.14 239.42 14.71 -0.86 0.000179.00 0.00 0.00 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 15.08 -0.86 0.000

Page: 15

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL





(0.9 - 0.2Sds) * DL + E ELFMLoad Case Seismic (Reduced DL) Equivalent Lateral Forces Method

0.00 -23.44 -2.32 0.00 -305.60 0.00 305.60 5,169.48 2,584.74 11,322.6 5,669.72 0.00 0.00 0.0585.00 -22.37 -2.33 0.00 -293.98 0.00 293.98 5,096.86 2,548.43 10,931.3 5,473.80 0.01 -0.02 0.05810.00 -21.33 -2.33 0.00 -282.34 0.00 282.34 5,022.80 2,511.40 10,543.7 5,279.69 0.03 -0.03 0.05815.00 -20.31 -2.33 0.00 -270.68 0.00 270.68 4,947.31 2,473.66 10,159.8 5,087.48 0.08 -0.05 0.05720.00 -19.32 -2.33 0.00 -259.02 0.00 259.02 4,870.39 2,435.19 9,780.00 4,897.27 0.14 -0.07 0.05725.00 -18.34 -2.32 0.00 -247.38 0.00 247.38 4,792.03 2,396.02 9,404.35 4,709.16 0.22 -0.08 0.05630.00 -17.39 -2.31 0.00 -235.77 0.00 235.77 4,712.24 2,356.12 9,033.08 4,523.26 0.31 -0.10 0.05635.00 -16.45 -2.30 0.00 -224.21 0.00 224.21 4,631.02 2,315.51 8,666.41 4,339.65 0.43 -0.12 0.05540.00 -15.54 -2.28 0.00 -212.73 0.00 212.73 4,548.36 2,274.18 8,304.52 4,158.43 0.57 -0.14 0.05545.00 -15.05 -2.26 0.00 -201.35 0.00 201.35 4,464.26 2,232.13 7,947.61 3,979.71 0.72 -0.16 0.05447.75 -14.32 -2.24 0.00 -195.12 0.00 195.12 4,417.09 2,208.55 7,752.96 3,882.24 0.82 -0.17 0.05450.00 -13.29 -2.20 0.00 -190.08 0.00 190.08 4,366.02 2,183.01 7,573.81 3,792.54 0.90 -0.18 0.05353.25 -13.03 -2.19 0.00 -182.92 0.00 182.92 3,607.47 1,803.73 6,281.65 3,145.49 1.02 -0.19 0.06255.00 -12.28 -2.16 0.00 -179.08 0.00 179.08 3,584.31 1,792.15 6,184.17 3,096.68 1.09 -0.20 0.06160.00 -11.55 -2.13 0.00 -168.27 0.00 168.27 3,517.17 1,758.59 5,908.11 2,958.45 1.31 -0.22 0.06065.00 -10.84 -2.09 0.00 -157.63 0.00 157.63 3,448.61 1,724.30 5,635.82 2,822.10 1.56 -0.24 0.05970.00 -10.15 -2.04 0.00 -147.20 0.00 147.20 3,378.60 1,689.30 5,367.51 2,687.74 1.82 -0.27 0.05875.00 -9.48 -1.99 0.00 -136.99 0.00 136.99 3,307.17 1,653.58 5,103.35 2,555.47 2.11 -0.29 0.05680.00 -8.83 -1.94 0.00 -127.03 0.00 127.03 3,230.46 1,615.23 4,837.82 2,422.51 2.43 -0.31 0.05585.00 -8.19 -1.88 0.00 -117.36 0.00 117.36 3,133.18 1,566.59 4,549.41 2,278.08 2.76 -0.34 0.05490.00 -7.58 -1.81 0.00 -107.98 0.00 107.98 3,035.90 1,517.95 4,269.85 2,138.10 3.13 -0.36 0.05395.00 -7.34 -1.78 0.00 -98.93 0.00 98.93 2,938.62 1,469.31 3,999.16 2,002.55 3.52 -0.38 0.05297.00 -6.76 -1.71 0.00 -95.36 0.00 95.36 2,899.71 1,449.85 3,893.37 1,949.58 3.68 -0.39 0.051100.00 -6.52 -1.68 0.00 -90.22 0.00 90.22 2,841.34 1,420.67 3,737.34 1,871.45 3.93 -0.41 0.051101.25 -6.21 -1.64 0.00 -88.12 0.00 88.12 1,760.74 880.37 2,350.44 1,176.97 4.04 -0.41 0.078105.00 -5.82 -1.59 0.00 -81.96 0.00 81.96 1,731.49 865.75 2,252.23 1,127.79 4.37 -0.43 0.076110.00 -5.43 -1.53 0.00 -74.02 0.00 74.02 1,691.23 845.62 2,122.82 1,062.99 4.85 -0.47 0.073115.00 -5.06 -1.47 0.00 -66.37 0.00 66.37 1,649.54 824.77 1,995.34 999.15 5.36 -0.50 0.069120.00 -4.70 -1.41 0.00 -59.02 0.00 59.02 1,606.42 803.21 1,869.99 936.38 5.90 -0.54 0.066125.00 -4.35 -1.34 0.00 -51.99 0.00 51.99 1,561.86 780.93 1,746.97 874.78 6.48 -0.57 0.062130.00 -4.02 -1.27 0.00 -45.29 0.00 45.29 1,515.86 757.93 1,626.46 814.44 7.10 -0.61 0.058135.00 -3.70 -1.20 0.00 -38.94 0.00 38.94 1,468.44 734.22 1,508.68 755.46 7.76 -0.64 0.054140.00 -3.39 -1.12 0.00 -32.95 0.00 32.95 1,412.23 706.12 1,386.60 694.33 8.44 -0.67 0.050145.00 -3.24 -1.09 0.00 -27.33 0.00 27.33 1,347.38 673.69 1,261.55 631.71 9.16 -0.70 0.046147.50 -3.00 -1.02 0.00 -24.61 0.00 24.61 1,314.95 657.48 1,201.23 601.51 9.54 -0.72 0.043150.00 -2.95 -1.01 0.00 -22.05 0.00 22.05 1,282.53 641.26 1,142.40 572.05 9.92 -0.73 0.041150.50 -2.74 -0.96 0.00 -21.54 0.00 21.54 927.60 463.80 841.18 421.22 9.99 -0.74 0.054155.00 -2.52 -0.89 0.00 -17.24 0.00 17.24 898.38 449.19 777.85 389.50 10.70 -0.76 0.047160.00 -2.31 -0.83 0.00 -12.78 0.00 12.78 864.56 432.28 709.18 355.12 11.52 -0.79 0.039165.00 -2.11 -0.76 0.00 -8.64 0.00 8.64 829.29 414.65 642.48 321.72 12.36 -0.82 0.029170.00 -1.92 -0.70 0.00 -4.83 0.00 4.83 786.67 393.34 573.62 287.24 13.23 -0.84 0.019175.00 -1.84 -0.67 0.00 -1.34 0.00 1.34 738.03 369.02 504.53 252.64 14.11 -0.85 0.008177.00 0.00 0.00 0.00 0.00 0.00 0.00 718.58 359.29 478.14 239.42 14.46 -0.85 0.000179.00 0.00 0.00 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 14.82 -0.85 0.000

Page: 16

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL Equivalent Modal Forces Analysis

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

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 0.340.131.001.532.281.500.350.202.181.30

s):1

Eav

dsd1

):):

:

):):

Segment (ft)

Height Above Base Weight(lb) a b c Saz

Horizontal Force(lb) (lb)Vertical Force

Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method

43 820.6421.1001.8711.86965 36178.0042 1140.5941.0251.6651.82790 46176.0041 2940.5150.9021.3431.755232 104172.5040 3080.4120.7470.9591.655243 87167.5039 3230.3190.6140.6531.558254 70162.5038 3370.2370.5000.4151.463265 54157.5037 3150.1680.4080.2411.376248 36152.7536 730.1360.3650.1671.33257 7150.2535 3700.1180.3410.1281.305291 30148.7534 2300.0890.3030.0711.262181 14146.2533 4740.0520.2530.0031.198373 17142.5032 4930.0100.196-0.0611.115388 3137.5031 512-0.0210.150-0.0991.036403 -7132.5030 530-0.0430.112-0.1180.959418 -15127.5029 549-0.0550.082-0.1210.885433 -21122.5028 568-0.0570.058-0.1140.814447 -22117.5027 587-0.0520.040-0.1000.747462 -21112.5026 606-0.0390.026-0.0810.682477 -16107.5025 467-0.0240.018-0.0630.627368 -7103.1324 364-0.0130.014-0.0520.597286 -3100.6323 885-0.0050.012-0.0430.572697 -398.5022 3690.0060.009-0.0320.544290 296.0021 9410.0210.007-0.0180.505741 1392.5020 9690.0410.0060.0010.452764 2787.5019 9980.0570.0060.0180.401786 3982.5018 1,0260.0700.0080.0320.354808 4977.5017 1,0540.0790.0110.0430.310830 5772.5016 1,0820.0840.0150.0520.269853 6267.5015 1,1110.0870.0190.0590.230875 6662.5014 1,1390.0880.0240.0630.195897 6857.5013 4050.0870.0270.0660.173319 2454.1312 1,5800.0870.0290.0670.1571,245 9451.6311 1,1090.0860.0310.0690.141874 6548.8810 7510.0850.0330.0700.127592 4446.38Page: 17

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL 9 1,3910.0840.0360.0710.1071,096 7942.508 1,4240.0820.0390.0720.0831,122 7937.507 1,4570.0800.0410.0720.0621,148 7932.506 1,4900.0770.0420.0710.0451,174 7927.505 1,5230.0740.0400.0680.0301,200 7722.504 1,5560.0690.0370.0630.0181,226 7317.503 1,5890.0600.0310.0540.0091,252 6512.502 1,6220.0450.0220.0390.0031,278 507.501 1,6550.0200.0080.0160.0001,304 222.50RFS FD9R6004 240.6181.0621.7661.84819 10177.00Raycap RRFDC-3315-PF 410.6181.0621.7661.84832 17177.00Ericsson RRUS-32 2100.6181.0621.7661.848165 89177.00CSS XP18-80-2 730.6181.0621.7661.84858 31177.00Commscope HBXX- 1170.6181.0621.7661.84892 49177.00Round T-Arm 9520.6181.0621.7661.848750 402177.00Amphenol Antel BXA-7 910.6181.0621.7661.84872 39177.00Commscope LNX- 1660.6181.0621.7661.848131 70177.00VZW Unused Reserve: 1,0780.6181.0621.7661.848849 455177.00

29,521 45.481 23.565 17.350 10.013 2,762 37,475

Segment (ft)

Height Above Base Weight(lb) a b c Saz

Horizontal Force(lb) (lb)Vertical Force

Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method

43 540.6421.1001.8711.86965 36178.0042 740.5941.0251.6651.82790 46176.0041 1930.5150.9021.3431.755232 104172.5040 2020.4120.7470.9591.655243 87167.5039 2110.3190.6140.6531.558254 70162.5038 2200.2370.5000.4151.463265 54157.5037 2060.1680.4080.2411.376248 36152.7536 480.1360.3650.1671.33257 7150.2535 2420.1180.3410.1281.305291 30148.7534 1500.0890.3030.0711.262181 14146.2533 3100.0520.2530.0031.198373 17142.5032 3220.0100.196-0.0611.115388 3137.5031 335-0.0210.150-0.0991.036403 -7132.5030 347-0.0430.112-0.1180.959418 -15127.5029 359-0.0550.082-0.1210.885433 -21122.5028 372-0.0570.058-0.1140.814447 -22117.5027 384-0.0520.040-0.1000.747462 -21112.5026 396-0.0390.026-0.0810.682477 -16107.5025 305-0.0240.018-0.0630.627368 -7103.1324 238-0.0130.014-0.0520.597286 -3100.6323 579-0.0050.012-0.0430.572697 -398.5022 2410.0060.009-0.0320.544290 296.0021 6160.0210.007-0.0180.505741 1392.5020 6340.0410.0060.0010.452764 2787.5019 6530.0570.0060.0180.401786 3982.5018 6710.0700.0080.0320.354808 4977.5017 6900.0790.0110.0430.310830 5772.5016 7080.0840.0150.0520.269853 6267.5015 7270.0870.0190.0590.230875 6662.5014 7450.0880.0240.0630.195897 6857.5013 2650.0870.0270.0660.173319 2454.1312 1,0340.0870.0290.0670.1571,245 9451.6311 7260.0860.0310.0690.141874 6548.8810 4910.0850.0330.0700.127592 4446.389 9100.0840.0360.0710.1071,096 7942.50

Page: 18

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL 8 9320.0820.0390.0720.0831,122 7937.507 9540.0800.0410.0720.0621,148 7932.506 9750.0770.0420.0710.0451,174 7927.505 9970.0740.0400.0680.0301,200 7722.504 1,0180.0690.0370.0630.0181,226 7317.503 1,0400.0600.0310.0540.0091,252 6512.502 1,0610.0450.0220.0390.0031,278 507.501 1,0830.0200.0080.0160.0001,304 222.50RFS FD9R6004 150.6181.0621.7661.84819 10177.00Raycap RRFDC-3315-PF 270.6181.0621.7661.84832 17177.00Ericsson RRUS-32 1370.6181.0621.7661.848165 89177.00CSS XP18-80-2 480.6181.0621.7661.84858 31177.00Commscope HBXX- 760.6181.0621.7661.84892 49177.00Round T-Arm 6230.6181.0621.7661.848750 402177.00Amphenol Antel BXA-7 600.6181.0621.7661.84872 39177.00Commscope LNX- 1090.6181.0621.7661.848131 70177.00VZW Unused Reserve: 7050.6181.0621.7661.848849 455177.00

29,521 45.481 23.565 17.350 10.013 2,762 24,519

Page: 19

athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL





(1.2 + 0.2Sds) * DL + E EMAMLoad Case Seismic Equivalent Modal Analysis Method

0.00 -35.82 -2.74 0.00 -337.32 0.00 337.32 5,169.48 2,584.74 11,322.6 5,669.72 0.00 0.00 0.0665.00 -34.20 -2.71 0.00 -323.60 0.00 323.60 5,096.86 2,548.43 10,931.3 5,473.80 0.01 -0.02 0.06610.00 -32.61 -2.65 0.00 -310.07 0.00 310.07 5,022.80 2,511.40 10,543.7 5,279.69 0.04 -0.04 0.06515.00 -31.05 -2.59 0.00 -296.82 0.00 296.82 4,947.31 2,473.66 10,159.8 5,087.48 0.08 -0.05 0.06520.00 -29.52 -2.52 0.00 -283.90 0.00 283.90 4,870.39 2,435.19 9,780.00 4,897.27 0.15 -0.07 0.06425.00 -28.03 -2.45 0.00 -271.31 0.00 271.31 4,792.03 2,396.02 9,404.35 4,709.16 0.24 -0.09 0.06330.00 -26.58 -2.37 0.00 -259.08 0.00 259.08 4,712.24 2,356.12 9,033.08 4,523.26 0.35 -0.11 0.06335.00 -25.15 -2.30 0.00 -247.21 0.00 247.21 4,631.02 2,315.51 8,666.41 4,339.65 0.47 -0.13 0.06240.00 -23.76 -2.23 0.00 -235.71 0.00 235.71 4,548.36 2,274.18 8,304.52 4,158.43 0.62 -0.15 0.06245.00 -23.01 -2.19 0.00 -224.58 0.00 224.58 4,464.26 2,232.13 7,947.61 3,979.71 0.79 -0.17 0.06247.75 -21.90 -2.12 0.00 -218.57 0.00 218.57 4,417.09 2,208.55 7,752.96 3,882.24 0.90 -0.19 0.06150.00 -20.32 -2.03 0.00 -213.80 0.00 213.80 4,366.02 2,183.01 7,573.81 3,792.54 0.99 -0.20 0.06153.25 -19.91 -2.01 0.00 -207.21 0.00 207.21 3,607.47 1,803.73 6,281.65 3,145.49 1.13 -0.21 0.07155.00 -18.77 -1.94 0.00 -203.69 0.00 203.69 3,584.31 1,792.15 6,184.17 3,096.68 1.20 -0.22 0.07160.00 -17.66 -1.88 0.00 -194.00 0.00 194.00 3,517.17 1,758.59 5,908.11 2,958.45 1.45 -0.24 0.07165.00 -16.58 -1.82 0.00 -184.62 0.00 184.62 3,448.61 1,724.30 5,635.82 2,822.10 1.72 -0.27 0.07070.00 -15.52 -1.76 0.00 -175.53 0.00 175.53 3,378.60 1,689.30 5,367.51 2,687.74 2.01 -0.30 0.07075.00 -14.50 -1.71 0.00 -166.72 0.00 166.72 3,307.17 1,653.58 5,103.35 2,555.47 2.34 -0.32 0.07080.00 -13.50 -1.68 0.00 -158.15 0.00 158.15 3,230.46 1,615.23 4,837.82 2,422.51 2.69 -0.35 0.06985.00 -12.53 -1.65 0.00 -149.76 0.00 149.76 3,133.18 1,566.59 4,549.41 2,278.08 3.08 -0.38 0.07090.00 -11.59 -1.64 0.00 -141.51 0.00 141.51 3,035.90 1,517.95 4,269.85 2,138.10 3.50 -0.41 0.07095.00 -11.22 -1.64 0.00 -133.33 0.00 133.33 2,938.62 1,469.31 3,999.16 2,002.55 3.95 -0.45 0.07097.00 -10.33 -1.64 0.00 -130.05 0.00 130.05 2,899.71 1,449.85 3,893.37 1,949.58 4.14 -0.46 0.070100.00 -9.97 -1.64 0.00 -125.14 0.00 125.14 2,841.34 1,420.67 3,737.34 1,871.45 4.44 -0.48 0.070101.25 -9.50 -1.65 0.00 -123.10 0.00 123.10 1,760.74 880.37 2,350.44 1,176.97 4.56 -0.49 0.110105.00 -8.89 -1.66 0.00 -116.93 0.00 116.93 1,731.49 865.75 2,252.23 1,127.79 4.96 -0.52 0.109110.00 -8.31 -1.68 0.00 -108.62 0.00 108.62 1,691.23 845.62 2,122.82 1,062.99 5.53 -0.57 0.107115.00 -7.74 -1.71 0.00 -100.19 0.00 100.19 1,649.54 824.77 1,995.34 999.15 6.15 -0.62 0.105120.00 -7.18 -1.73 0.00 -91.65 0.00 91.65 1,606.42 803.21 1,869.99 936.38 6.82 -0.67 0.102125.00 -6.65 -1.74 0.00 -83.00 0.00 83.00 1,561.86 780.93 1,746.97 874.78 7.55 -0.73 0.099130.00 -6.14 -1.75 0.00 -74.28 0.00 74.28 1,515.86 757.93 1,626.46 814.44 8.34 -0.78 0.095135.00 -5.65 -1.75 0.00 -65.52 0.00 65.52 1,468.44 734.22 1,508.68 755.46 9.19 -0.84 0.091140.00 -5.17 -1.73 0.00 -56.79 0.00 56.79 1,412.23 706.12 1,386.60 694.33 10.10 -0.89 0.085145.00 -4.94 -1.71 0.00 -48.15 0.00 48.15 1,347.38 673.69 1,261.55 631.71 11.06 -0.95 0.080147.50 -4.57 -1.68 0.00 -43.87 0.00 43.87 1,314.95 657.48 1,201.23 601.51 11.56 -0.97 0.076150.00 -4.50 -1.67 0.00 -39.67 0.00 39.67 1,282.53 641.26 1,142.40 572.05 12.08 -1.00 0.073150.50 -4.18 -1.63 0.00 -38.84 0.00 38.84 927.60 463.80 841.18 421.22 12.19 -1.01 0.097155.00 -3.84 -1.58 0.00 -31.49 0.00 31.49 898.38 449.19 777.85 389.50 13.15 -1.05 0.085160.00 -3.52 -1.50 0.00 -23.61 0.00 23.61 864.56 432.28 709.18 355.12 14.28 -1.10 0.071165.00 -3.21 -1.41 0.00 -16.09 0.00 16.09 829.29 414.65 642.48 321.72 15.47 -1.15 0.054170.00 -2.92 -1.30 0.00 -9.03 0.00 9.03 786.67 393.34 573.62 287.24 16.70 -1.19 0.035175.00 -2.81 -1.26 0.00 -2.51 0.00 2.51 738.03 369.02 504.53 252.64 17.95 -1.21 0.014177.00 0.00 0.00 0.00 0.00 0.00 0.00 718.58 359.29 478.14 239.42 18.46 -1.21 0.000179.00 0.00 0.00 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 18.96 -1.21 0.000

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL





(0.9 - 0.2Sds) * DL + E EMAMLoad Case Seismic (Reduced DL) Equivalent Modal Analysis Method

0.00 -23.44 -2.74 0.00 -332.90 0.00 332.90 5,169.48 2,584.74 11,322.6 5,669.72 0.00 0.00 0.0635.00 -22.37 -2.70 0.00 -319.19 0.00 319.19 5,096.86 2,548.43 10,931.3 5,473.80 0.01 -0.02 0.06310.00 -21.33 -2.64 0.00 -305.69 0.00 305.69 5,022.80 2,511.40 10,543.7 5,279.69 0.04 -0.04 0.06215.00 -20.31 -2.57 0.00 -292.48 0.00 292.48 4,947.31 2,473.66 10,159.8 5,087.48 0.08 -0.05 0.06220.00 -19.32 -2.50 0.00 -279.62 0.00 279.62 4,870.39 2,435.19 9,780.00 4,897.27 0.15 -0.07 0.06125.00 -18.34 -2.43 0.00 -267.11 0.00 267.11 4,792.03 2,396.02 9,404.35 4,709.16 0.24 -0.09 0.06130.00 -17.39 -2.35 0.00 -254.96 0.00 254.96 4,712.24 2,356.12 9,033.08 4,523.26 0.34 -0.11 0.06035.00 -16.45 -2.28 0.00 -243.20 0.00 243.20 4,631.02 2,315.51 8,666.41 4,339.65 0.47 -0.13 0.06040.00 -15.54 -2.20 0.00 -231.81 0.00 231.81 4,548.36 2,274.18 8,304.52 4,158.43 0.61 -0.15 0.05945.00 -15.05 -2.16 0.00 -220.80 0.00 220.80 4,464.26 2,232.13 7,947.61 3,979.71 0.78 -0.17 0.05947.75 -14.32 -2.10 0.00 -214.86 0.00 214.86 4,417.09 2,208.55 7,752.96 3,882.24 0.88 -0.18 0.05950.00 -13.29 -2.00 0.00 -210.14 0.00 210.14 4,366.02 2,183.01 7,573.81 3,792.54 0.97 -0.19 0.05853.25 -13.03 -1.98 0.00 -203.63 0.00 203.63 3,607.47 1,803.73 6,281.65 3,145.49 1.11 -0.21 0.06855.00 -12.28 -1.91 0.00 -200.17 0.00 200.17 3,584.31 1,792.15 6,184.17 3,096.68 1.19 -0.22 0.06860.00 -11.55 -1.85 0.00 -190.61 0.00 190.61 3,517.17 1,758.59 5,908.11 2,958.45 1.42 -0.24 0.06865.00 -10.84 -1.79 0.00 -181.37 0.00 181.37 3,448.61 1,724.30 5,635.82 2,822.10 1.69 -0.27 0.06770.00 -10.15 -1.73 0.00 -172.43 0.00 172.43 3,378.60 1,689.30 5,367.51 2,687.74 1.98 -0.29 0.06775.00 -9.48 -1.68 0.00 -163.77 0.00 163.77 3,307.17 1,653.58 5,103.35 2,555.47 2.30 -0.32 0.06780.00 -8.83 -1.65 0.00 -155.35 0.00 155.35 3,230.46 1,615.23 4,837.82 2,422.51 2.65 -0.35 0.06785.00 -8.19 -1.62 0.00 -147.12 0.00 147.12 3,133.18 1,566.59 4,549.41 2,278.08 3.03 -0.38 0.06790.00 -7.58 -1.61 0.00 -139.02 0.00 139.02 3,035.90 1,517.95 4,269.85 2,138.10 3.44 -0.41 0.06895.00 -7.34 -1.61 0.00 -130.99 0.00 130.99 2,938.62 1,469.31 3,999.16 2,002.55 3.89 -0.44 0.06897.00 -6.76 -1.61 0.00 -127.78 0.00 127.78 2,899.71 1,449.85 3,893.37 1,949.58 4.07 -0.45 0.068100.00 -6.52 -1.61 0.00 -122.96 0.00 122.96 2,841.34 1,420.67 3,737.34 1,871.45 4.37 -0.47 0.068101.25 -6.21 -1.62 0.00 -120.95 0.00 120.95 1,760.74 880.37 2,350.44 1,176.97 4.49 -0.48 0.106105.00 -5.81 -1.63 0.00 -114.89 0.00 114.89 1,731.49 865.75 2,252.23 1,127.79 4.88 -0.51 0.105110.00 -5.43 -1.65 0.00 -106.73 0.00 106.73 1,691.23 845.62 2,122.82 1,062.99 5.44 -0.56 0.104115.00 -5.06 -1.68 0.00 -98.46 0.00 98.46 1,649.54 824.77 1,995.34 999.15 6.05 -0.61 0.102120.00 -4.69 -1.70 0.00 -90.08 0.00 90.08 1,606.42 803.21 1,869.99 936.38 6.71 -0.66 0.099125.00 -4.35 -1.71 0.00 -81.59 0.00 81.59 1,561.86 780.93 1,746.97 874.78 7.43 -0.71 0.096130.00 -4.01 -1.72 0.00 -73.02 0.00 73.02 1,515.86 757.93 1,626.46 814.44 8.21 -0.77 0.092135.00 -3.69 -1.72 0.00 -64.42 0.00 64.42 1,468.44 734.22 1,508.68 755.46 9.04 -0.82 0.088140.00 -3.37 -1.70 0.00 -55.84 0.00 55.84 1,412.23 706.12 1,386.60 694.33 9.93 -0.88 0.083145.00 -3.22 -1.68 0.00 -47.35 0.00 47.35 1,347.38 673.69 1,261.55 631.71 10.88 -0.93 0.077147.50 -2.98 -1.65 0.00 -43.14 0.00 43.14 1,314.95 657.48 1,201.23 601.51 11.37 -0.96 0.074150.00 -2.93 -1.64 0.00 -39.01 0.00 39.01 1,282.53 641.26 1,142.40 572.05 11.88 -0.98 0.070150.50 -2.73 -1.61 0.00 -38.19 0.00 38.19 927.60 463.80 841.18 421.22 11.98 -0.99 0.094155.00 -2.51 -1.55 0.00 -30.96 0.00 30.96 898.38 449.19 777.85 389.50 12.94 -1.03 0.082160.00 -2.29 -1.48 0.00 -23.21 0.00 23.21 864.56 432.28 709.18 355.12 14.05 -1.09 0.068165.00 -2.09 -1.39 0.00 -15.82 0.00 15.82 829.29 414.65 642.48 321.72 15.21 -1.13 0.052170.00 -1.90 -1.28 0.00 -8.88 0.00 8.88 786.67 393.34 573.62 287.24 16.42 -1.17 0.033175.00 -1.83 -1.23 0.00 -2.47 0.00 2.47 738.03 369.02 504.53 252.64 17.65 -1.19 0.012177.00 0.00 0.00 0.00 0.00 0.00 0.00 718.58 359.29 478.14 239.42 18.15 -1.19 0.000179.00 0.00 0.00 0.00 0.00 0.00 0.00 699.12 349.56 452.45 226.56 18.65 -1.19 0.000

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athompson

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL Analysis Summary

Load Case (kips)FZShear Reactions AxialFY(kips) (ft-kips)MXMoment Elev(ft) RatioInteractionMax UsageShearFX(kips)

MomentMZ(ft-kips)MomentMY(ft-kips)

1.2D + 1.6W 31.05 0.00 35.37 0.00 0.00 3609.54 101.25 0.920.9D + 1.6W 31.03 0.00 26.52 0.00 0.00 3577.90 101.25 0.901.2D + 1.0Di + 1.0Wi 1.75 0.00 38.11 0.00 0.00 188.25 101.25 0.05(1.2 + 0.2Sds) * DL + E ELFM 2.33 0.00 35.82 0.00 0.00 309.45 101.25 0.08(1.2 + 0.2Sds) * DL + E EMAM 2.74 0.00 35.82 0.00 0.00 337.32 101.25 0.11(0.9 - 0.2Sds) * DL + E ELFM 2.32 0.00 23.44 0.00 0.00 305.60 101.25 0.08(0.9 - 0.2Sds) * DL + E EMAM 2.74 0.00 23.44 0.00 0.00 332.90 101.25 0.111.0D + 1.0W 4.20 0.00 29.52 0.00 0.00 486.72 101.25 0.13

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Site Number:2/6/2017 3:49:12 PM



Customer: ALLTEL

Base SummaryReactions

Original Design AnalysisMoment(kip-ft) Axial(kip) Shear(kip) Moment(kip-ft) Axial(kip) Shear(kip) MomentDesign %4,389.17 41.89 42.93 3,609.54 38.11 31.05 60.92

Phi Mn Ratio

Base PlateYield Thick Width Style Poly Clip Len Effective(ksi) (in) (in) (in) Len (in)Sides Mu(kip-in) (kip-in)60.0 3.000 59.500 Clipped 0 12.00 10.664 590.95 1295.71 0.46

Anchor BoltsBolt Num Bolt Type Bolt Yield Ultimate Arrange Cluster Start Force Allow Ratio Ratio

TensionCompressionCircle Bolts Dia (in) (ksi)(ksi) (ksi) Dist (in) Angle(deg) (kip) (kip) Force(kip) Allow(kip)60.25 16 2.25" 18J 2.25 75.00 100.00 Clustered 6.00 45.0 182.11 260.00 0.72 177.35 260.00 0.70

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