structural analysis reportdocuments.brunswickcountync.gov/bcms/0/edoc/798503... · 8/21/2018 · 2...

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 : 194 ft Monopole

ATC Site Name : Gray Bridge NC, NC

ATC Site Number : 415912

Engineering Number : OAA686786_C3_01

Proposed Carrier : Verizon

Carrier Site Name : Gray Bridge

Carrier Site Number : 133556

Site Location : 523 Holden Beach Rd.Shallotte, NC 28470-171433.977139,-78.353083

County : Brunswick

Date : October 5, 2016

Max Usage : 94%

Result : Pass

Prepared By:Vivian Chung, E.I.Structural Engineer I

Reviewed By:

COA: P-1177

Reviewed For Code Compliance


Eng. Number OAA686786_C3_01October 5, 2016


Table of Contents

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

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

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

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

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

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

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

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

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

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

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

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



Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 194 ft monopole to reflect the change in loading by Verizon.

Supporting Documents

Tower Drawings Sabre Drawing #09-07419-PE, dated August 4, 2008Foundation Drawing Sabre Job #09-07419, dated August 4, 2008Geotechnical Report GeoTechnologies Project #1-08-0017-EA, dated January 24, 2008

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: 132 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 = 0.29, S1 = 0.11 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

194.0 195.0 1 VZW Unused Reserve: 18,289 sq in Low Profile Platform (8) 1 5/8" Coax Verizon1 Raycap DC6-48-60-18-8F ("Squid")

179.03 Ericsson RRUS-11176.0

176.0 3 KMW EPBQ-652L8H8T-Arms

(12) 1 5/8" Coax(2) 0.78" 8 AWG 6

(1) 0.43" Coax(1) 0.28" Fiber

AT&T Mobility

Equipment to be Removed



196.0 6 60" x 12" x 7" Panel194.0

195.0 3 72" x 12" x 7" Panel- (4) 1 5/8" Coax Verizon

Proposed Equipment



196.0 3 Antel BXA-70080/8CF __ 2°1 Raycap RRFDC-3315-PF-48 (32lbs)3 Ericsson RRUS 32 (55.1 lbs)3 Andrew HBXX-6516DS-A2M2 CSS X7C-FRO-860-VR0

194.0195.0

1 CSS X7C-FRO-860-VR4

Low Profile Platform (4) 1 1/4" Coax(1) 1 5/8" Fiber Verizon

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

Install proposed coax inside the pole shaft.



Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Anchor Bolts 61% PassShaft 94% Pass

Base Plate 46% Pass

Foundations

Reaction Component Original Design Reactions Analysis Reactions % of Design

Moment (Kips-Ft) 11,366.7 7,546.1 66%Shear (Kips) 88.3 56.9 64%

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)

(°)Raycap RRFDC-3315-PF-48 (32lbs)

Ericsson RRUS 32 (55.1 lbs)Andrew HBXX-6516DS-A2MAntel BXA-70080/8CF __ 2°

CSS X7C-FRO-860-VR0

194.0

CSS X7C-FRO-860-VR4

Verizon 1.287 0.937

*Deflection 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 InformationPole :

Description :Location :

Height :

Client :Shape :

415912194 ft Sabre MonopoleVerizon WirelessGray Bridge NC, NC18 Sides194.00

Taper: 0.311985(in/ft)(ft)

0.00© 2007 - 2016 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 53.000 60.86 77.40 0.563 0.000 650.3120002 53.500 47.66 64.36 0.500 96.000 65Slip Joint 0.3120003 53.500 33.92 50.61 0.500 75.000 65Slip Joint 0.3120004 27.500 27.50 36.08 0.375 54.000 65Slip Joint 0.3120005 29.000 20.00 29.04 0.188 45.000 65Slip Joint 0.312000

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)194.000 Andrew HBXX-6516DS-A2M3195.000194.000 CSS X7C-FRO-860-VR41195.000194.000 CSS X7C-FRO-860-VR02195.000194.000 Ericsson RRUS 32 (55.1 lbs)3195.000194.000 Raycap RRFDC-3315-PF-48 1195.000194.000 Antel BXA-70080/8CF __ 2°3196.000194.000 VZW Unused Reserve: 18,289 1195.000194.000 Round Low Profile Platform1194.000176.000 KMW EPBQ-652L8H83176.000176.000 Ericsson RRUS-113179.000176.000 Raycap DC6-48-60-18-8F 1179.000176.000 Round T-Arm3176.000

Linear AppurtenanceElev (ft)From DescriptionTo ExposedTo Wind

0.000 176.0 0.28" Fiber No0.000 176.0 0.43" (10.8mm) No0.000 176.0 0.78" 8 AWG 6 No0.000 176.0 1 5/8" Coax No0.000 194.0 1 1/4" Coax No0.000 194.0 1 5/8" Coax No0.000 194.0 1 5/8" Fiber No

Load Cases1.2D + 1.6W 132 mph with No Ice0.9D + 1.6W 132 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 7546.10 56.89 76.880.9D + 1.6W 7499.33 56.87 57.651.2D + 1.0Di + 1.0Wi 273.92 2.52 84.35(1.2 + 0.2Sds) * DL + E ELFM 732.95 5.32 77.77(1.2 + 0.2Sds) * DL + E EMAM 670.53 4.99 77.77(0.9 - 0.2Sds) * DL + E ELFM 727.31 5.32 51.78(0.9 - 0.2Sds) * DL + E EMAM 664.82 4.99 51.781.0D + 1.0W 971.65 7.34 64.11

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

0.00 0.000 0.000


Load Case : 1.2D + 1.6W

Max Ratio 93.83% at 168.8 ft

Interaction

1.020.970.920.870.820.770.720.670.620.570.520.470.420.370.320.270.220.170.120.07

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

180.000

185.000

190.000

1.00

1.00

0.53

0.52

0.52

0.51

0.51

0.50

0.56

0.55

0.54

0.53

0.51

0.50

0.49

0.48

0.47

0.57

0.53

0.46

0.94

0.76

0.61

0.45

0.25

0.05


Site Number:10/5/2016 6:15:05 PM

Code:415912Site Name: Gray Bridge NC, NC

© 2007 - 2016 by ATC IP LLC. All rights reserved.ANSI/TIA-222-GEngineering Number:OAA686786_C3_01

Customer: Verizon Wireless

Analysis ParametersLocation:

Height (ft):Base Diameter (in):Top Diameter (in):

Shape:Code: 194

18 Sides 77.4020.00

ANSI/TIA-222-G

Taper (in/ft) : 0.312

Brunswick County, NC

Pole Manfacturer: SabrePole Type: Taper

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

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

132 mph30 mph60 mph

0.00 in0.0 ft

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

(sec):Period Based on Rayleigh Method (sec): 1.85

8 p: 1.3S SF FS S

Max:C

Min:1.5680.290 0.113

0.0640.0640.0302.348

0.1770.303

TLLs:a:ds:

1:v :d1 :

Css:

C s

Load Cases1.2D + 1.6W 132 mph with No Ice0.9D + 1.6W 132 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

Page: 1Reviewed For Code Compliance

Site Number:10/5/2016 6:15:06 PM




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)53.000 650.5625 77.401-18 0.00 60.8622,078 53.000.00 137.18 102326. 107.66 49461.722.85 137.60 108.2017.67 0.31198553.500 Slip650.5000 64.362-18 96.00 47.6716,038 98.5045.00 101.34 52217.4 74.86 21042.621.29 128.72 95.3415.40 0.31198553.500 Slip650.5000 50.613-18 75.00 33.9212,068 145.7592.25 79.54 25242.5 53.05 7489.516.44 101.24 67.8610.55 0.31198527.500 Slip650.3750 36.084-18 54.00 27.503,499 168.75141.25 42.50 6846.1 32.29 3002.015.56 96.22 73.3411.52 0.31198529.000 Slip650.1875 29.045-18 45.00 20.001,429 194.00165.00 17.17 1807.3 11.79 584.725.91 154.92 106.6717.40 0.311985Shaft Weight 55,113

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

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

DistanceFrom Face(ft)VertEccQty

Attach

Andrew HBXX-6516DS-A2M194.00 30.60 5.420 0.80 0.80 1.0000.0003 73.25 5.749Antel BXA-70080/8CF __ 2°194.00 23.00 8.290 0.89 0.89 2.0000.0003 80.34 8.797CSS X7C-FRO-860-VR0194.00 48.50 13.440 0.82 0.82 1.0000.0002 146.71 13.984CSS X7C-FRO-860-VR4194.00 48.50 13.440 0.82 0.82 1.0000.0001 146.71 13.984Ericsson RRUS 32 (55.1 lbs)194.00 55.10 2.850 0.67 0.67 1.0000.0003 82.01 3.091Raycap RRFDC-3315-PF-48 194.00 32.00 2.800 0.67 0.67 1.0000.0001 63.33 3.025Round Low Profile Platform194.00 1500.00 21.700 1.00 1.00 0.0000.0001 1,721.82 28.273VZW Unused Reserve: 194.00 1828.90 127.11 1.00 1.00 1.0000.0001 1,913.00 6.098Ericsson RRUS-11176.00 55.00 3.790 0.67 0.67 3.0000.0003 85.82 4.046KMW EPBQ-652L8H8176.00 62.40 11.980 0.81 0.81 0.0000.0003 140.50 12.552Raycap DC6-48-60-18-8F 176.00 20.00 1.110 1.00 1.00 3.0000.0001 43.08 2.099Round T-Arm176.00 250.00 9.700 0.67 0.67 0.0000.0003 320.91 12.4974954.70 12Number of Loadings :Totals 25 6,529.79

(ft)(ft)

Linear Appurtenance PropertiesDescriptionFrom ElevToElev

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

0.00 N0.63 N1.55 Verizon0.00 194.00 1 1/4" Coax40.00 N0.82 N1.98 Verizon0.00 194.00 1 5/8" Coax80.00 N1.61 N1.63 Verizon0.00 194.00 1 5/8" Fiber1 0.00 N0.04 N0.28 AT&T Mobility0.00 176.00 0.28" Fiber10.00 N0.14 N0.43 AT&T Mobility0.00 176.00 0.43" (10.8mm) Coax10.00 N0.59 N0.78 AT&T Mobility0.00 176.00 0.78" 8 AWG 620.00 N0.82 N1.98 AT&T Mobility0.00 176.00 1 5/8" Coax12


Site Number:10/5/2016 6:15:06 PM




(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 0.5625 77.400 137.6022.85102,326.137.179 0.074.5 2603. 0.05.00 0.5625 75.840 134.8322.3696,219.7134.394 2,310.375.1 2498. 0.010.00 0.5625 74.280 132.0521.8790,361.1131.609 2,262.975.7 2396. 0.015.00 0.5625 72.720 129.2821.3984,745.3128.824 2,215.576.2 2295. 0.020.00 0.5625 71.160 126.5120.9079,367.1126.039 2,168.176.8 2196. 0.025.00 0.5625 69.600 123.7320.4174,221.4123.254 2,120.777.4 2100. 0.030.00 0.5625 68.040 120.9619.9269,303.1120.469 2,073.378.0 2006. 0.035.00 0.5625 66.481 118.1919.4364,607.0117.684 2,026.078.5 1914. 0.040.00 0.5625 64.921 115.4118.9460,128.0114.899 1,978.679.1 1824. 0.0Bot - Section 245.00 0.5625 63.361 112.6418.4555,861.0112.114 1,931.279.7 1736. 0.050.00 0.5625 61.801 109.8717.9651,800.7109.329 3,587.080.3 1650. 0.0Top - Section 153.00 0.5000 61.865 123.7320.4146,331.197.382 2,109.277.4 1475. 0.055.00 0.5000 61.241 122.4820.1944,932.196.392 659.477.7 1445. 0.060.00 0.5000 59.681 119.3619.6441,558.593.917 1,618.978.3 1371. 0.065.00 0.5000 58.121 116.2419.0938,358.191.441 1,576.879.0 1299. 0.070.00 0.5000 56.561 113.1218.5435,326.488.966 1,534.779.6 1230. 0.075.00 0.5000 55.001 110.0017.9932,458.886.490 1,492.680.2 1162. 0.080.00 0.5000 53.441 106.8817.4429,750.784.015 1,450.580.9 1096. 0.085.00 0.5000 51.881 103.7616.8927,197.681.539 1,408.481.5 1032. 0.090.00 0.5000 50.321 100.6416.3424,794.979.064 1,366.282.2 970.5 0.0Bot - Section 392.25 0.5000 49.619 99.2416.0923,761.577.950 601.182.5 943.2 0.095.00 0.5000 48.761 97.5215.7922,538.076.588 1,461.082.6 910.4 0.0Top - Section 298.50 0.5000 48.670 97.3415.7522,409.576.442 1,822.682.6 906.9 0.0100.0 0.5000 48.202 96.4015.5921,762.775.700 388.382.6 889.3 0.0105.0 0.5000 46.642 93.2815.0419,696.773.224 1,266.982.6 831.8 0.0110.0 0.5000 45.082 90.1614.4917,765.870.749 1,224.882.6 776.2 0.0115.0 0.5000 43.522 87.0413.9415,965.468.273 1,182.782.6 722.5 0.0120.0 0.5000 41.962 83.9213.3914,290.965.798 1,140.582.6 670.8 0.0125.0 0.5000 40.402 80.8012.8412,737.963.322 1,098.482.6 621.0 0.0130.0 0.5000 38.842 77.6812.2911,301.660.847 1,056.382.6 573.1 0.0135.0 0.5000 37.282 74.5611.749,977.558.371 1,014.282.6 527.1 0.0140.0 0.5000 35.722 71.4411.198,761.255.896 972.182.6 483.1 0.0Bot - Section 4141.2 0.5000 35.332 70.6611.058,473.455.277 236.482.6 472.4 0.0145.0 0.5000 34.162 68.3210.647,647.953.420 1,226.982.6 440.9 0.0Top - Section 3145.7 0.3750 34.678 92.4814.906,069.940.828 240.482.6 344.8 0.0150.0 0.3750 33.352 88.9414.275,392.939.250 579.082.6 318.5 0.0155.0 0.3750 31.792 84.7813.544,663.237.393 652.082.6 288.9 0.0160.0 0.3750 30.232 80.6212.804,002.535.537 620.482.6 260.8 0.0Bot - Section 5165.0 0.3750 28.673 76.4612.073,407.433.680 588.882.6 234.1 0.0Top - Section 4168.7 0.1875 27.878 148.6824.811,596.316.478 635.672.2 112.8 0.0170.0 0.1875 27.488 146.6024.441,529.816.246 69.672.7 109.6 0.0175.0 0.1875 25.928 138.2822.971,282.315.318 268.574.4 97.4 0.0176.0 0.1875 25.616 136.6222.681,236.215.132 51.874.7 95.1 0.0180.0 0.1875 24.368 129.9621.511,063.014.390 200.976.1 85.9 0.0185.0 0.1875 22.808 121.6420.04870.313.461 236.977.8 75.2 0.0190.0 0.1875 21.248 113.3218.57702.312.533 221.179.6 65.1 0.0194.0 0.1875 20.000 106.6717.40584.711.790 165.580.9 57.6 0.055,113.0


Site Number:10/5/2016 6:15:06 PM




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

23 IterationsWind Importance Factor :1.00

132 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

0.00 550.0 0.0 0.0 0.0 550.0 0.0 0.0 0.05.00 1,088.9 2,772.3 0.0 131.3 1,088.9 2,903.6 0.0 0.010.00 1,066.5 2,715.4 0.0 131.3 1,066.5 2,846.8 0.0 0.015.00 1,044.1 2,658.6 0.0 131.3 1,044.1 2,789.9 0.0 0.020.00 1,021.7 2,601.7 0.0 131.3 1,021.7 2,733.1 0.0 0.025.00 999.3 2,544.9 0.0 131.3 999.3 2,676.2 0.0 0.030.00 988.5 2,488.0 0.0 131.3 988.5 2,619.3 0.0 0.035.00 997.5 2,431.1 0.0 131.3 997.5 2,562.5 0.0 0.040.00 1,012.2 2,374.3 0.0 131.3 1,012.2 2,505.6 0.0 0.045.00 1,030.0Bot - Section 2 2,317.4 0.0 131.3 1,030.0 2,448.8 0.0 0.050.00 834.5 4,304.4 0.0 131.3 834.5 4,435.7 0.0 0.053.00 522.8Top - Section 1 2,531.1 0.0 78.8 522.8 2,609.9 0.0 0.055.00 732.4 791.2 0.0 52.5 732.4 843.8 0.0 0.060.00 1,045.1 1,942.7 0.0 131.3 1,045.1 2,074.1 0.0 0.065.00 1,041.3 1,892.2 0.0 131.3 1,041.3 2,023.5 0.0 0.070.00 1,035.1 1,841.7 0.0 131.3 1,035.1 1,973.0 0.0 0.075.00 1,026.6 1,791.1 0.0 131.3 1,026.6 1,922.5 0.0 0.080.00 1,016.1 1,740.6 0.0 131.3 1,016.1 1,871.9 0.0 0.085.00 1,003.7 1,690.0 0.0 131.3 1,003.7 1,821.4 0.0 0.090.00 720.4 1,639.5 0.0 131.3 720.4 1,770.8 0.0 0.092.25 496.5Bot - Section 3 721.3 0.0 59.1 496.5 780.4 0.0 0.095.00 620.4 1,753.2 0.0 72.2 620.4 1,825.4 0.0 0.098.50 492.8Top - Section 2 2,187.1 0.0 91.9 492.8 2,279.0 0.0 0.0100.00 630.9 465.9 0.0 39.4 630.9 505.3 0.0 0.0105.00 958.5 1,520.3 0.0 131.3 958.5 1,651.6 0.0 0.0110.00 938.8 1,469.7 0.0 131.3 938.8 1,601.1 0.0 0.0115.00 917.9 1,419.2 0.0 131.3 917.9 1,550.5 0.0 0.0120.00 895.9 1,368.6 0.0 131.3 895.9 1,500.0 0.0 0.0125.00 872.7 1,318.1 0.0 131.3 872.7 1,449.4 0.0 0.0130.00 848.4 1,267.6 0.0 131.3 848.4 1,398.9 0.0 0.0135.00 823.2 1,217.0 0.0 131.3 823.2 1,348.4 0.0 0.0140.00 504.4 1,166.5 0.0 131.3 504.4 1,297.8 0.0 0.0141.25 398.1Bot - Section 4 283.7 0.0 32.8 398.1 316.6 0.0 0.0145.00 357.8 1,472.3 0.0 98.5 357.8 1,570.8 0.0 0.0145.75 386.5Top - Section 3 288.5 0.0 19.7 386.5 308.2 0.0 0.0150.00 700.1 694.8 0.0 111.6 700.1 806.5 0.0 0.0155.00 730.3 782.4 0.0 131.3 730.3 913.7 0.0 0.0160.00 700.8 744.5 0.0 131.3 700.8 875.8 0.0 0.0165.00 593.3Bot - Section 5 706.6 0.0 131.3 593.3 837.9 0.0 0.0168.75 332.0Top - Section 4 762.7 0.0 98.5 332.0 861.2 0.0 0.0170.00 397.8 83.5 0.0 32.8 397.8 116.4 0.0 0.0175.00 377.6 322.2 0.0 131.3 377.6 453.6 0.0 0.0176.00 300.3Appertunance(s) 62.2 3,891.7 0.0 1,823.3 1,346.6 0.0 26.3 4,192.0 1,435.1 0.0 0.0180.00 522.8 241.1 0.0 51.3 522.8 292.4 0.0 0.0185.00 551.0 284.3 0.0 64.1 551.0 348.5 0.0 0.0190.00 468.6 265.4 0.0 64.1 468.6 329.5 0.0 0.0194.00 201.5Appertunance(s) 198.6 18,682.4 0.0 18,331.4 4,599.0 0.0 51.3 18,883.9 4,849.0 0.0 0.0


Site Number:10/5/2016 6:15:07 PM






132 mph with No Ice

Totals: 57,369.4 76,935.2 0.00 0.00


Site Number:10/5/2016 6:15:07 PM






132 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 -76.88 -56.89 -7,546.100.00 0.00 7,546.10 9,200.64 4,600.32 14,553.829,064.4 0.00 0.00 0.5275.00 -73.88 -55.93 -7,261.650.00 0.00 7,261.65 9,083.42 4,541.71 14,074.528,107.3 0.06 -0.10 0.52410.00 -70.93 -54.99 -6,981.990.00 0.00 6,981.99 8,963.31 4,481.66 13,598.527,156.7 0.22 -0.21 0.52215.00 -68.04 -54.06 -6,707.030.00 0.00 6,707.03 8,840.32 4,420.16 13,125.926,213.0 0.50 -0.32 0.51920.00 -65.21 -53.15 -6,436.720.00 0.00 6,436.72 8,714.45 4,357.22 12,657.225,276.8 0.89 -0.43 0.51625.00 -62.44 -52.25 -6,170.970.00 0.00 6,170.97 8,585.69 4,292.85 12,192.424,348.7 1.40 -0.54 0.51430.00 -59.73 -51.36 -5,909.700.00 0.00 5,909.70 8,454.05 4,227.03 11,732.023,429.3 2.02 -0.66 0.51135.00 -57.07 -50.45 -5,652.900.00 0.00 5,652.90 8,319.53 4,159.77 11,276.222,519.1 2.77 -0.77 0.50840.00 -54.48 -49.52 -5,400.640.00 0.00 5,400.64 8,182.13 4,091.06 10,825.321,618.6 3.65 -0.90 0.50645.00 -51.94 -48.56 -5,153.050.00 0.00 5,153.05 8,041.84 4,020.92 10,379.620,728.5 4.66 -1.02 0.50350.00 -47.43 -47.73 -4,910.230.00 0.00 4,910.23 7,898.67 3,949.33 9,939.3719,849.2 5.79 -1.15 0.50053.00 -44.78 -47.21 -4,767.040.00 0.00 4,767.04 6,783.60 3,391.80 8,562.6617,099.8 6.54 -1.23 0.56455.00 -43.87 -46.53 -4,672.620.00 0.00 4,672.62 6,737.07 3,368.54 8,416.7616,808.5 7.07 -1.28 0.56260.00 -41.71 -45.55 -4,439.960.00 0.00 4,439.96 6,618.74 3,309.37 8,054.8416,085.7 8.49 -1.43 0.55865.00 -39.59 -44.56 -4,212.240.00 0.00 4,212.24 6,497.53 3,248.76 7,697.1515,371.4 10.06 -1.57 0.55470.00 -37.53 -43.57 -3,989.460.00 0.00 3,989.46 6,373.43 3,186.72 7,343.9914,666.1 11.79 -1.73 0.54975.00 -35.53 -42.58 -3,771.640.00 0.00 3,771.64 6,246.45 3,123.23 6,995.6213,970.4 13.69 -1.88 0.54580.00 -33.57 -41.59 -3,558.760.00 0.00 3,558.76 6,116.59 3,058.30 6,652.3413,284.9 15.74 -2.04 0.54185.00 -31.67 -40.62 -3,350.800.00 0.00 3,350.80 5,983.85 2,991.92 6,314.4212,610.0 17.97 -2.21 0.53690.00 -29.84 -39.89 -3,147.730.00 0.00 3,147.73 5,848.22 2,924.11 5,982.1311,946.5 20.38 -2.38 0.53192.25 -29.02 -39.41 -3,057.980.00 0.00 3,057.98 5,786.25 2,893.12 5,834.5211,651.7 21.52 -2.46 0.52995.00 -27.15 -38.76 -2,949.610.00 0.00 2,949.61 5,690.12 2,845.06 5,636.3611,256.0 22.96 -2.56 0.52898.50 -24.84 -38.20 -2,813.960.00 0.00 2,813.96 5,679.28 2,839.64 5,614.8011,212.9 24.89 -2.69 0.506100.00 -24.29 -37.60 -2,756.650.00 0.00 2,756.65 5,624.10 2,812.05 5,505.6810,995.0 25.74 -2.74 0.505105.00 -22.57 -36.63 -2,568.670.00 0.00 2,568.67 5,440.19 2,720.09 5,149.6710,284.0 28.70 -2.92 0.503110.00 -20.91 -35.67 -2,385.520.00 0.00 2,385.52 5,256.27 2,628.13 4,805.569,596.85 31.85 -3.09 0.501115.00 -19.30 -34.73 -2,207.160.00 0.00 2,207.16 5,072.35 2,536.18 4,473.358,933.42 35.19 -3.28 0.497120.00 -17.74 -33.81 -2,033.490.00 0.00 2,033.49 4,888.43 2,444.22 4,153.048,293.75 38.72 -3.47 0.493125.00 -16.23 -32.91 -1,864.440.00 0.00 1,864.44 4,704.51 2,352.26 3,844.627,677.84 42.46 -3.66 0.489130.00 -14.78 -32.02 -1,699.920.00 0.00 1,699.92 4,520.60 2,260.30 3,548.117,085.69 46.40 -3.86 0.483135.00 -13.38 -31.15 -1,539.820.00 0.00 1,539.82 4,336.68 2,168.34 3,263.506,517.31 50.55 -4.06 0.475140.00 -12.05 -30.58 -1,384.060.00 0.00 1,384.06 4,152.76 2,076.38 2,990.785,972.68 54.91 -4.27 0.466141.25 -11.71 -30.18 -1,345.830.00 0.00 1,345.83 4,106.78 2,053.39 2,924.465,840.24 56.04 -4.33 0.463145.00 -10.12 -29.72 -1,232.640.00 0.00 1,232.64 3,968.84 1,984.42 2,729.965,451.83 59.50 -4.49 0.454145.75 -9.79 -29.33 -1,210.340.00 0.00 1,210.34 3,033.31 1,516.66 2,134.444,262.55 60.21 -4.52 0.571150.00 -8.93 -28.61 -1,085.680.00 0.00 1,085.68 2,916.07 1,458.03 1,971.773,937.68 64.32 -4.71 0.554155.00 -7.95 -27.84 -942.640.00 0.00 942.64 2,778.13 1,389.06 1,788.643,571.97 69.39 -4.98 0.530160.00 -7.01 -27.10 -803.450.00 0.00 803.45 2,640.19 1,320.10 1,614.443,224.08 74.74 -5.24 0.501165.00 -6.13 -26.45 -667.970.00 0.00 667.97 2,502.25 1,251.13 1,449.162,894.01 80.37 -5.51 0.464168.75 -5.25 -26.05 -568.780.00 0.00 568.78 1,071.14 535.57 610.931,220.05 84.76 -5.70 0.938170.00 -5.05 -25.66 -536.210.00 0.00 536.21 1,062.36 531.18 597.331,192.89 86.26 -5.76 0.905175.00 -4.53 -25.26 -407.890.00 0.00 407.89 1,025.44 512.72 543.411,085.20 92.54 -6.20 0.757176.00 -3.48 -20.95 -380.810.00 0.00 380.81 1,017.71 508.86 532.731,063.87 93.84 -6.29 0.720180.00 -3.14 -20.42 -297.000.00 0.00 297.00 985.64 492.82 490.43979.41 99.24 -6.60 0.610185.00 -2.76 -19.84 -194.920.00 0.00 194.92 942.96 471.48 438.69876.09 106.33 -6.93 0.449190.00 -2.43 -19.34 -95.710.00 0.00 95.71 897.40 448.70 388.47775.78 113.71 -7.17 0.251194.00 0.00 -18.88 -18.330.00 0.00 18.33 858.87 429.43 349.57698.09 119.76 -7.26 0.054


Site Number:10/5/2016 6:15:08 PM






132 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

0.00 550.0 0.0 0.0 0.0 550.0 0.0 0.0 0.05.00 1,088.9 2,079.2 0.0 98.5 1,088.9 2,177.7 0.0 0.010.00 1,066.5 2,036.6 0.0 98.5 1,066.5 2,135.1 0.0 0.015.00 1,044.1 1,993.9 0.0 98.5 1,044.1 2,092.4 0.0 0.020.00 1,021.7 1,951.3 0.0 98.5 1,021.7 2,049.8 0.0 0.025.00 999.3 1,908.7 0.0 98.5 999.3 2,007.2 0.0 0.030.00 988.5 1,866.0 0.0 98.5 988.5 1,964.5 0.0 0.035.00 997.5 1,823.4 0.0 98.5 997.5 1,921.9 0.0 0.040.00 1,012.2 1,780.7 0.0 98.5 1,012.2 1,879.2 0.0 0.045.00 1,030.0Bot - Section 2 1,738.1 0.0 98.5 1,030.0 1,836.6 0.0 0.050.00 834.5 3,228.3 0.0 98.5 834.5 3,326.8 0.0 0.053.00 522.8Top - Section 1 1,898.3 0.0 59.1 522.8 1,957.4 0.0 0.055.00 732.4 593.4 0.0 39.4 732.4 632.8 0.0 0.060.00 1,045.1 1,457.1 0.0 98.5 1,045.1 1,555.6 0.0 0.065.00 1,041.3 1,419.1 0.0 98.5 1,041.3 1,517.7 0.0 0.070.00 1,035.1 1,381.2 0.0 98.5 1,035.1 1,479.7 0.0 0.075.00 1,026.6 1,343.3 0.0 98.5 1,026.6 1,441.8 0.0 0.080.00 1,016.1 1,305.4 0.0 98.5 1,016.1 1,403.9 0.0 0.085.00 1,003.7 1,267.5 0.0 98.5 1,003.7 1,366.0 0.0 0.090.00 720.4 1,229.6 0.0 98.5 720.4 1,328.1 0.0 0.092.25 496.5Bot - Section 3 541.0 0.0 44.3 496.5 585.3 0.0 0.095.00 620.4 1,314.9 0.0 54.2 620.4 1,369.0 0.0 0.098.50 492.8Top - Section 2 1,640.3 0.0 69.0 492.8 1,709.2 0.0 0.0100.00 630.9 349.5 0.0 29.6 630.9 379.0 0.0 0.0105.00 958.5 1,140.2 0.0 98.5 958.5 1,238.7 0.0 0.0110.00 938.8 1,102.3 0.0 98.5 938.8 1,200.8 0.0 0.0115.00 917.9 1,064.4 0.0 98.5 917.9 1,162.9 0.0 0.0120.00 895.9 1,026.5 0.0 98.5 895.9 1,125.0 0.0 0.0125.00 872.7 988.6 0.0 98.5 872.7 1,087.1 0.0 0.0130.00 848.4 950.7 0.0 98.5 848.4 1,049.2 0.0 0.0135.00 823.2 912.8 0.0 98.5 823.2 1,011.3 0.0 0.0140.00 504.4 874.9 0.0 98.5 504.4 973.4 0.0 0.0141.25 398.1Bot - Section 4 212.8 0.0 24.6 398.1 237.4 0.0 0.0145.00 357.8 1,104.2 0.0 73.9 357.8 1,178.1 0.0 0.0145.75 386.5Top - Section 3 216.4 0.0 14.8 386.5 231.1 0.0 0.0150.00 700.1 521.1 0.0 83.7 700.1 604.9 0.0 0.0155.00 730.3 586.8 0.0 98.5 730.3 685.3 0.0 0.0160.00 700.8 558.4 0.0 98.5 700.8 656.9 0.0 0.0165.00 593.3Bot - Section 5 529.9 0.0 98.5 593.3 628.4 0.0 0.0168.75 332.0Top - Section 4 572.0 0.0 73.9 332.0 645.9 0.0 0.0170.00 397.8 62.6 0.0 24.6 397.8 87.3 0.0 0.0175.00 377.6 241.7 0.0 98.5 377.6 340.2 0.0 0.0176.00 300.3Appertunance(s) 46.6 3,891.7 0.0 1,823.3 1,010.0 0.0 19.7 4,192.0 1,076.3 0.0 0.0180.00 522.8 180.8 0.0 38.5 522.8 219.3 0.0 0.0185.00 551.0 213.2 0.0 48.1 551.0 261.3 0.0 0.0190.00 468.6 199.0 0.0 48.1 468.6 247.1 0.0 0.0194.00 201.5Appertunance(s) 149.0 18,682.4 0.0 18,331.4 3,449.2 0.0 38.5 18,883.9 3,636.7 0.0 0.0


Site Number:10/5/2016 6:15:10 PM







Totals: 57,369.4 57,701.4 0.00 0.00


Site Number:10/5/2016 6:15:10 PM











0.00 -57.65 -56.87 -7,499.330.00 0.00 7,499.33 9,200.64 4,600.32 14,553.829,064.4 0.00 0.00 0.5225.00 -55.37 -55.88 -7,214.970.00 0.00 7,214.97 9,083.42 4,541.71 14,074.528,107.3 0.06 -0.10 0.51910.00 -53.14 -54.91 -6,935.570.00 0.00 6,935.57 8,963.31 4,481.66 13,598.527,156.7 0.22 -0.21 0.51615.00 -50.95 -53.95 -6,661.030.00 0.00 6,661.03 8,840.32 4,420.16 13,125.926,213.0 0.49 -0.31 0.51320.00 -48.80 -53.01 -6,391.280.00 0.00 6,391.28 8,714.45 4,357.22 12,657.225,276.8 0.88 -0.42 0.51125.00 -46.70 -52.09 -6,126.240.00 0.00 6,126.24 8,585.69 4,292.85 12,192.424,348.7 1.39 -0.54 0.50830.00 -44.64 -51.17 -5,865.810.00 0.00 5,865.81 8,454.05 4,227.03 11,732.023,429.3 2.01 -0.65 0.50535.00 -42.63 -50.24 -5,609.970.00 0.00 5,609.97 8,319.53 4,159.77 11,276.222,519.1 2.76 -0.77 0.50340.00 -40.66 -49.28 -5,358.790.00 0.00 5,358.79 8,182.13 4,091.06 10,825.321,618.6 3.63 -0.89 0.50045.00 -38.73 -48.31 -5,112.370.00 0.00 5,112.37 8,041.84 4,020.92 10,379.620,728.5 4.62 -1.01 0.49750.00 -35.34 -47.47 -4,870.830.00 0.00 4,870.83 7,898.67 3,949.33 9,939.3719,849.2 5.75 -1.14 0.49553.00 -33.34 -46.95 -4,728.410.00 0.00 4,728.41 6,783.60 3,391.80 8,562.6617,099.8 6.50 -1.22 0.55755.00 -32.64 -46.26 -4,634.510.00 0.00 4,634.51 6,737.07 3,368.54 8,416.7616,808.5 7.02 -1.27 0.55660.00 -31.00 -45.26 -4,403.210.00 0.00 4,403.21 6,618.74 3,309.37 8,054.8416,085.7 8.43 -1.42 0.55265.00 -29.39 -44.25 -4,176.920.00 0.00 4,176.92 6,497.53 3,248.76 7,697.1515,371.4 9.99 -1.56 0.54770.00 -27.83 -43.25 -3,955.650.00 0.00 3,955.65 6,373.43 3,186.72 7,343.9914,666.1 11.71 -1.71 0.54375.00 -26.30 -42.25 -3,739.390.00 0.00 3,739.39 6,246.45 3,123.23 6,995.6213,970.4 13.59 -1.87 0.53980.00 -24.82 -41.26 -3,528.130.00 0.00 3,528.13 6,116.59 3,058.30 6,652.3413,284.9 15.63 -2.03 0.53585.00 -23.37 -40.27 -3,321.830.00 0.00 3,321.83 5,983.85 2,991.92 6,314.4212,610.0 17.84 -2.19 0.53090.00 -21.99 -39.55 -3,120.460.00 0.00 3,120.46 5,848.22 2,924.11 5,982.1311,946.5 20.23 -2.36 0.52692.25 -21.36 -39.06 -3,031.480.00 0.00 3,031.48 5,786.25 2,893.12 5,834.5211,651.7 21.36 -2.44 0.52395.00 -19.95 -38.42 -2,924.060.00 0.00 2,924.06 5,690.12 2,845.06 5,636.3611,256.0 22.79 -2.54 0.52298.50 -18.20 -37.88 -2,789.590.00 0.00 2,789.59 5,679.28 2,839.64 5,614.8011,212.9 24.70 -2.66 0.500100.00 -17.78 -37.27 -2,732.770.00 0.00 2,732.77 5,624.10 2,812.05 5,505.6810,995.0 25.55 -2.72 0.500105.00 -16.48 -36.30 -2,546.430.00 0.00 2,546.43 5,440.19 2,720.09 5,149.6710,284.0 28.49 -2.89 0.498110.00 -15.22 -35.35 -2,364.920.00 0.00 2,364.92 5,256.27 2,628.13 4,805.569,596.85 31.61 -3.07 0.495115.00 -14.00 -34.41 -2,188.180.00 0.00 2,188.18 5,072.35 2,536.18 4,473.358,933.42 34.92 -3.25 0.492120.00 -12.81 -33.50 -2,016.120.00 0.00 2,016.12 4,888.43 2,444.22 4,153.048,293.75 38.43 -3.44 0.488125.00 -11.67 -32.60 -1,848.640.00 0.00 1,848.64 4,704.51 2,352.26 3,844.627,677.84 42.13 -3.63 0.484130.00 -10.57 -31.72 -1,685.650.00 0.00 1,685.65 4,520.60 2,260.30 3,548.117,085.69 46.04 -3.83 0.478135.00 -9.51 -30.86 -1,527.050.00 0.00 1,527.05 4,336.68 2,168.34 3,263.506,517.31 50.15 -4.03 0.470140.00 -8.50 -30.31 -1,372.740.00 0.00 1,372.74 4,152.76 2,076.38 2,990.785,972.68 54.48 -4.24 0.461141.25 -8.24 -29.91 -1,334.850.00 0.00 1,334.85 4,106.78 2,053.39 2,924.465,840.24 55.60 -4.29 0.459145.00 -7.04 -29.48 -1,222.690.00 0.00 1,222.69 3,968.84 1,984.42 2,729.965,451.83 59.03 -4.45 0.450145.75 -6.79 -29.09 -1,200.580.00 0.00 1,200.58 3,033.31 1,516.66 2,134.444,262.55 59.74 -4.49 0.565150.00 -6.13 -28.36 -1,076.970.00 0.00 1,076.97 2,916.07 1,458.03 1,971.773,937.68 63.81 -4.67 0.549155.00 -5.38 -27.60 -935.150.00 0.00 935.15 2,778.13 1,389.06 1,788.643,571.97 68.84 -4.94 0.525160.00 -4.66 -26.87 -797.130.00 0.00 797.13 2,640.19 1,320.10 1,614.443,224.08 74.15 -5.20 0.496165.00 -3.99 -26.24 -662.790.00 0.00 662.79 2,502.25 1,251.13 1,449.162,894.01 79.73 -5.46 0.459168.75 -3.32 -25.85 -564.400.00 0.00 564.40 1,071.14 535.57 610.931,220.05 84.09 -5.65 0.929170.00 -3.16 -25.46 -532.090.00 0.00 532.09 1,062.36 531.18 597.331,192.89 85.58 -5.72 0.896175.00 -2.75 -25.06 -404.790.00 0.00 404.79 1,025.44 512.72 543.411,085.20 91.80 -6.15 0.750176.00 -2.06 -20.79 -377.900.00 0.00 377.90 1,017.71 508.86 532.731,063.87 93.10 -6.24 0.713180.00 -1.78 -20.25 -294.760.00 0.00 294.76 985.64 492.82 490.43979.41 98.45 -6.55 0.605185.00 -1.49 -19.68 -193.500.00 0.00 193.50 942.96 471.48 438.69876.09 105.49 -6.88 0.444190.00 -1.25 -19.19 -95.090.00 0.00 95.09 897.40 448.70 388.47775.78 112.81 -7.11 0.248194.00 0.00 -18.88 -18.330.00 0.00 18.33 858.87 429.43 349.57698.09 118.81 -7.20 0.054


Site Number:10/5/2016 6:15:10 PM




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

20 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 33.1 0.0 0.0 0.0 33.1 0.0 0.0 0.05.00 65.6 2,956.8 0.0 131.3 65.6 3,088.2 0.0 0.010.00 64.3 2,917.3 0.0 131.3 64.3 3,048.6 0.0 0.015.00 63.0 2,866.6 0.0 131.3 63.0 2,998.0 0.0 0.020.00 61.7 2,812.3 0.0 131.3 61.7 2,943.7 0.0 0.025.00 60.4 2,756.2 0.0 131.3 60.4 2,887.5 0.0 0.030.00 59.8 2,698.8 0.0 131.3 59.8 2,830.2 0.0 0.035.00 60.3 2,640.7 0.0 131.3 60.3 2,772.0 0.0 0.040.00 61.3 2,581.9 0.0 131.3 61.3 2,713.2 0.0 0.045.00 62.4Bot - Section 2 2,522.7 0.0 131.3 62.4 2,654.0 0.0 0.050.00 50.5 4,510.1 0.0 131.3 50.5 4,641.5 0.0 0.053.00 31.7Top - Section 1 2,653.7 0.0 78.8 31.7 2,732.5 0.0 0.055.00 44.4 872.6 0.0 52.5 44.4 925.1 0.0 0.060.00 63.4 2,142.1 0.0 131.3 63.4 2,273.5 0.0 0.065.00 63.2 2,088.1 0.0 131.3 63.2 2,219.4 0.0 0.070.00 62.8 2,033.8 0.0 131.3 62.8 2,165.1 0.0 0.075.00 62.4 1,979.4 0.0 131.3 62.4 2,110.7 0.0 0.080.00 61.8 1,924.8 0.0 131.3 61.8 2,056.1 0.0 0.085.00 61.1 1,870.0 0.0 131.3 61.1 2,001.4 0.0 0.090.00 43.9 1,815.2 0.0 131.3 43.9 1,946.5 0.0 0.092.25 30.2Bot - Section 3 799.6 0.0 59.1 30.2 858.7 0.0 0.095.00 37.8 1,849.4 0.0 72.2 37.8 1,921.6 0.0 0.098.50 30.0Top - Section 2 2,307.3 0.0 91.9 30.0 2,399.2 0.0 0.0100.00 38.5 517.1 0.0 39.4 38.5 556.5 0.0 0.0105.00 58.5 1,685.9 0.0 131.3 58.5 1,817.2 0.0 0.0110.00 57.3 1,630.6 0.0 131.3 57.3 1,762.0 0.0 0.0115.00 56.1 1,575.3 0.0 131.3 56.1 1,706.7 0.0 0.0120.00 54.8 1,519.9 0.0 131.3 54.8 1,651.3 0.0 0.0125.00 53.5 1,464.4 0.0 131.3 53.5 1,595.8 0.0 0.0130.00 52.0 1,408.9 0.0 131.3 52.0 1,540.2 0.0 0.0135.00 50.6 1,353.3 0.0 131.3 50.6 1,484.6 0.0 0.0140.00 31.0 1,297.6 0.0 131.3 31.0 1,429.0 0.0 0.0141.25 24.5Bot - Section 4 316.2 0.0 32.8 24.5 349.1 0.0 0.0145.00 22.0 1,568.9 0.0 98.5 22.0 1,667.4 0.0 0.0145.75 23.8Top - Section 3 307.7 0.0 19.7 23.8 327.4 0.0 0.0150.00 43.2 799.8 0.0 111.6 43.2 911.5 0.0 0.0155.00 45.1 900.6 0.0 131.3 45.1 1,031.9 0.0 0.0160.00 43.4 857.4 0.0 131.3 43.4 988.7 0.0 0.0165.00 36.8Bot - Section 5 814.1 0.0 131.3 36.8 945.4 0.0 0.0168.75 20.6Top - Section 4 841.4 0.0 98.5 20.6 939.9 0.0 0.0170.00 24.7 109.4 0.0 32.8 24.7 142.2 0.0 0.0175.00 23.5 420.2 0.0 131.3 23.5 551.6 0.0 0.0176.00 18.7Appertunance(s) 81.6 143.9 0.0 69.0 1,717.2 0.0 26.3 162.6 1,825.1 0.0 0.0180.00 32.7 315.1 0.0 51.3 32.7 366.4 0.0 0.0185.00 34.5 371.3 0.0 64.1 34.5 435.4 0.0 0.0190.00 29.5 346.8 0.0 64.1 29.5 410.9 0.0 0.0194.00 12.7Appertunance(s) 260.2 283.1 0.0 256.0 5,411.5 0.0 51.3 295.7 5,723.0 0.0 0.0


Site Number:10/5/2016 6:15:12 PM







Totals: 2,549.77 84,345.7 0.00 0.00


Site Number:10/5/2016 6:15:12 PM











0.00 -84.35 -2.52 -273.920.00 0.00 273.92 9,200.64 4,600.32 14,553.829,064.4 0.00 0.00 0.0285.00 -81.26 -2.46 -261.320.00 0.00 261.32 9,083.42 4,541.71 14,074.528,107.3 0.00 0.00 0.02810.00 -78.21 -2.40 -249.030.00 0.00 249.03 8,963.31 4,481.66 13,598.527,156.7 0.01 -0.01 0.02715.00 -75.21 -2.34 -237.040.00 0.00 237.04 8,840.32 4,420.16 13,125.926,213.0 0.02 -0.01 0.02720.00 -72.27 -2.28 -225.330.00 0.00 225.33 8,714.45 4,357.22 12,657.225,276.8 0.03 -0.02 0.02625.00 -69.38 -2.23 -213.920.00 0.00 213.92 8,585.69 4,292.85 12,192.424,348.7 0.05 -0.02 0.02630.00 -66.55 -2.17 -202.780.00 0.00 202.78 8,454.05 4,227.03 11,732.023,429.3 0.07 -0.02 0.02535.00 -63.78 -2.11 -191.930.00 0.00 191.93 8,319.53 4,159.77 11,276.222,519.1 0.10 -0.03 0.02540.00 -61.06 -2.06 -181.360.00 0.00 181.36 8,182.13 4,091.06 10,825.321,618.6 0.13 -0.03 0.02445.00 -58.41 -2.00 -171.090.00 0.00 171.09 8,041.84 4,020.92 10,379.620,728.5 0.16 -0.04 0.02450.00 -53.77 -1.95 -161.110.00 0.00 161.11 7,898.67 3,949.33 9,939.3719,849.2 0.20 -0.04 0.02353.00 -51.03 -1.91 -155.270.00 0.00 155.27 6,783.60 3,391.80 8,562.6617,099.8 0.23 -0.04 0.02655.00 -50.11 -1.87 -151.450.00 0.00 151.45 6,737.07 3,368.54 8,416.7616,808.5 0.25 -0.04 0.02560.00 -47.84 -1.81 -142.090.00 0.00 142.09 6,618.74 3,309.37 8,054.8416,085.7 0.30 -0.05 0.02565.00 -45.62 -1.75 -133.040.00 0.00 133.04 6,497.53 3,248.76 7,697.1515,371.4 0.35 -0.05 0.02470.00 -43.45 -1.69 -124.300.00 0.00 124.30 6,373.43 3,186.72 7,343.9914,666.1 0.41 -0.06 0.02475.00 -41.34 -1.63 -115.860.00 0.00 115.86 6,246.45 3,123.23 6,995.6213,970.4 0.47 -0.06 0.02380.00 -39.28 -1.57 -107.730.00 0.00 107.73 6,116.59 3,058.30 6,652.3413,284.9 0.54 -0.07 0.02385.00 -37.28 -1.51 -99.900.00 0.00 99.90 5,983.85 2,991.92 6,314.4212,610.0 0.61 -0.07 0.02290.00 -35.34 -1.46 -92.380.00 0.00 92.38 5,848.22 2,924.11 5,982.1311,946.5 0.69 -0.08 0.02192.25 -34.48 -1.43 -89.090.00 0.00 89.09 5,786.25 2,893.12 5,834.5211,651.7 0.73 -0.08 0.02195.00 -32.56 -1.39 -85.160.00 0.00 85.16 5,690.12 2,845.06 5,636.3611,256.0 0.78 -0.08 0.02198.50 -30.16 -1.36 -80.280.00 0.00 80.28 5,679.28 2,839.64 5,614.8011,212.9 0.84 -0.09 0.020100.00 -29.60 -1.32 -78.240.00 0.00 78.24 5,624.10 2,812.05 5,505.6810,995.0 0.87 -0.09 0.019105.00 -27.78 -1.26 -71.630.00 0.00 71.63 5,440.19 2,720.09 5,149.6710,284.0 0.96 -0.09 0.019110.00 -26.02 -1.21 -65.310.00 0.00 65.31 5,256.27 2,628.13 4,805.569,596.85 1.06 -0.10 0.019115.00 -24.31 -1.15 -59.280.00 0.00 59.28 5,072.35 2,536.18 4,473.358,933.42 1.17 -0.10 0.018120.00 -22.66 -1.09 -53.540.00 0.00 53.54 4,888.43 2,444.22 4,153.048,293.75 1.28 -0.11 0.018125.00 -21.07 -1.04 -48.070.00 0.00 48.07 4,704.51 2,352.26 3,844.627,677.84 1.40 -0.11 0.017130.00 -19.53 -0.98 -42.880.00 0.00 42.88 4,520.60 2,260.30 3,548.117,085.69 1.52 -0.12 0.016135.00 -18.04 -0.93 -37.960.00 0.00 37.96 4,336.68 2,168.34 3,263.506,517.31 1.64 -0.12 0.016140.00 -16.61 -0.90 -33.290.00 0.00 33.29 4,152.76 2,076.38 2,990.785,972.68 1.78 -0.13 0.015141.25 -16.26 -0.88 -32.170.00 0.00 32.17 4,106.78 2,053.39 2,924.465,840.24 1.81 -0.13 0.015145.00 -14.60 -0.85 -28.890.00 0.00 28.89 3,968.84 1,984.42 2,729.965,451.83 1.91 -0.13 0.014145.75 -14.27 -0.83 -28.250.00 0.00 28.25 3,033.31 1,516.66 2,134.444,262.55 1.93 -0.13 0.018150.00 -13.36 -0.78 -24.740.00 0.00 24.74 2,916.07 1,458.03 1,971.773,937.68 2.06 -0.14 0.017155.00 -12.33 -0.74 -20.830.00 0.00 20.83 2,778.13 1,389.06 1,788.643,571.97 2.21 -0.14 0.016160.00 -11.34 -0.69 -17.150.00 0.00 17.15 2,640.19 1,320.10 1,614.443,224.08 2.36 -0.15 0.015165.00 -10.39 -0.65 -13.700.00 0.00 13.70 2,502.25 1,251.13 1,449.162,894.01 2.52 -0.16 0.014168.75 -9.45 -0.63 -11.260.00 0.00 11.26 1,071.14 535.57 610.931,220.05 2.65 -0.16 0.027170.00 -9.31 -0.61 -10.470.00 0.00 10.47 1,062.36 531.18 597.331,192.89 2.69 -0.16 0.026175.00 -8.76 -0.58 -7.440.00 0.00 7.44 1,025.44 512.72 543.411,085.20 2.86 -0.17 0.022176.00 -6.93 -0.41 -6.790.00 0.00 6.79 1,017.71 508.86 532.731,063.87 2.90 -0.17 0.020180.00 -6.57 -0.38 -5.140.00 0.00 5.14 985.64 492.82 490.43979.41 3.04 -0.18 0.017185.00 -6.13 -0.34 -3.240.00 0.00 3.24 942.96 471.48 438.69876.09 3.23 -0.18 0.014190.00 -5.72 -0.31 -1.510.00 0.00 1.51 897.40 448.70 388.47775.78 3.42 -0.19 0.010194.00 0.00 -0.30 -0.260.00 0.00 0.26 858.87 429.43 349.57698.09 3.58 -0.19 0.001


Site Number:10/5/2016 6:15:12 PM






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 71.0 0.0 0.0 0.0 71.0 0.0 0.0 0.05.00 140.6 2,310.3 0.0 109.5 140.6 2,419.7 0.0 0.010.00 137.7 2,262.9 0.0 109.5 137.7 2,372.3 0.0 0.015.00 134.8 2,215.5 0.0 109.5 134.8 2,324.9 0.0 0.020.00 131.9 2,168.1 0.0 109.5 131.9 2,277.6 0.0 0.025.00 129.0 2,120.7 0.0 109.5 129.0 2,230.2 0.0 0.030.00 127.6 2,073.3 0.0 109.5 127.6 2,182.8 0.0 0.035.00 128.8 2,026.0 0.0 109.5 128.8 2,135.4 0.0 0.040.00 130.7 1,978.6 0.0 109.5 130.7 2,088.0 0.0 0.045.00 133.0Bot - Section 2 1,931.2 0.0 109.5 133.0 2,040.6 0.0 0.050.00 107.8 3,587.0 0.0 109.5 107.8 3,696.4 0.0 0.053.00 67.5Top - Section 1 2,109.2 0.0 65.7 67.5 2,174.9 0.0 0.055.00 94.6 659.4 0.0 43.8 94.6 703.2 0.0 0.060.00 135.0 1,618.9 0.0 109.5 135.0 1,728.4 0.0 0.065.00 134.5 1,576.8 0.0 109.5 134.5 1,686.3 0.0 0.070.00 133.7 1,534.7 0.0 109.5 133.7 1,644.2 0.0 0.075.00 132.6 1,492.6 0.0 109.5 132.6 1,602.0 0.0 0.080.00 131.2 1,450.5 0.0 109.5 131.2 1,559.9 0.0 0.085.00 129.6 1,408.4 0.0 109.5 129.6 1,517.8 0.0 0.090.00 93.0 1,366.2 0.0 109.5 93.0 1,475.7 0.0 0.092.25 64.1Bot - Section 3 601.1 0.0 49.3 64.1 650.3 0.0 0.095.00 80.1 1,461.0 0.0 60.2 80.1 1,521.2 0.0 0.098.50 63.6Top - Section 2 1,822.6 0.0 76.6 63.6 1,899.2 0.0 0.0100.00 81.5 388.3 0.0 32.8 81.5 421.1 0.0 0.0105.00 123.8 1,266.9 0.0 109.5 123.8 1,376.3 0.0 0.0110.00 121.2 1,224.8 0.0 109.5 121.2 1,334.2 0.0 0.0115.00 118.5 1,182.7 0.0 109.5 118.5 1,292.1 0.0 0.0120.00 115.7 1,140.5 0.0 109.5 115.7 1,250.0 0.0 0.0125.00 112.7 1,098.4 0.0 109.5 112.7 1,207.9 0.0 0.0130.00 109.6 1,056.3 0.0 109.5 109.6 1,165.7 0.0 0.0135.00 106.3 1,014.2 0.0 109.5 106.3 1,123.6 0.0 0.0140.00 65.1 972.1 0.0 109.5 65.1 1,081.5 0.0 0.0141.25 51.4Bot - Section 4 236.4 0.0 27.4 51.4 263.8 0.0 0.0145.00 46.2 1,226.9 0.0 82.1 46.2 1,309.0 0.0 0.0145.75 49.9Top - Section 3 240.4 0.0 16.4 49.9 256.8 0.0 0.0150.00 90.4 579.0 0.0 93.0 90.4 672.1 0.0 0.0155.00 94.3 652.0 0.0 109.5 94.3 761.4 0.0 0.0160.00 90.5 620.4 0.0 109.5 90.5 729.9 0.0 0.0165.00 76.6Bot - Section 5 588.8 0.0 109.5 76.6 698.3 0.0 0.0168.75 42.9Top - Section 4 635.6 0.0 82.1 42.9 717.7 0.0 0.0170.00 51.4 69.6 0.0 27.4 51.4 97.0 0.0 0.0175.00 48.8 268.5 0.0 109.5 48.8 378.0 0.0 0.0176.00 38.8Appertunance(s) 51.8 502.6 0.0 235.4 1,122.2 0.0 21.9 541.3 1,195.9 0.0 0.0180.00 67.5 200.9 0.0 42.8 67.5 243.7 0.0 0.0185.00 71.2 236.9 0.0 53.4 71.2 290.4 0.0 0.0190.00 60.5 221.1 0.0 53.4 60.5 274.6 0.0 0.0194.00 26.0Appertunance(s) 165.5 2,412.5 0.0 2,367.2 3,832.5 0.0 42.8 2,438.5 4,040.8 0.0 0.0


Site Number:10/5/2016 6:15:14 PM







Totals: 7,408.25 64,112.7 0.00 0.00


Site Number:10/5/2016 6:15:14 PM











0.00 -64.11 -7.34 -971.650.00 0.00 971.65 9,200.64 4,600.32 14,553.829,064.4 0.00 0.00 0.0745.00 -61.69 -7.22 -934.930.00 0.00 934.93 9,083.42 4,541.71 14,074.528,107.3 0.01 -0.01 0.07310.00 -59.32 -7.09 -898.840.00 0.00 898.84 8,963.31 4,481.66 13,598.527,156.7 0.03 -0.03 0.07315.00 -56.99 -6.97 -863.370.00 0.00 863.37 8,840.32 4,420.16 13,125.926,213.0 0.06 -0.04 0.07220.00 -54.71 -6.85 -828.520.00 0.00 828.52 8,714.45 4,357.22 12,657.225,276.8 0.11 -0.05 0.07225.00 -52.48 -6.73 -794.260.00 0.00 794.26 8,585.69 4,292.85 12,192.424,348.7 0.18 -0.07 0.07130.00 -50.29 -6.62 -760.600.00 0.00 760.60 8,454.05 4,227.03 11,732.023,429.3 0.26 -0.08 0.07135.00 -48.16 -6.50 -727.520.00 0.00 727.52 8,319.53 4,159.77 11,276.222,519.1 0.36 -0.10 0.07040.00 -46.07 -6.37 -695.040.00 0.00 695.04 8,182.13 4,091.06 10,825.321,618.6 0.47 -0.12 0.07045.00 -44.03 -6.25 -663.170.00 0.00 663.17 8,041.84 4,020.92 10,379.620,728.5 0.60 -0.13 0.06950.00 -40.33 -6.14 -631.920.00 0.00 631.92 7,898.67 3,949.33 9,939.3719,849.2 0.75 -0.15 0.06953.00 -38.15 -6.07 -613.490.00 0.00 613.49 6,783.60 3,391.80 8,562.6617,099.8 0.84 -0.16 0.07755.00 -37.45 -5.99 -601.340.00 0.00 601.34 6,737.07 3,368.54 8,416.7616,808.5 0.91 -0.17 0.07760.00 -35.72 -5.86 -571.410.00 0.00 571.41 6,618.74 3,309.37 8,054.8416,085.7 1.09 -0.18 0.07665.00 -34.03 -5.73 -542.120.00 0.00 542.12 6,497.53 3,248.76 7,697.1515,371.4 1.30 -0.20 0.07670.00 -32.39 -5.60 -513.480.00 0.00 513.48 6,373.43 3,186.72 7,343.9914,666.1 1.52 -0.22 0.07575.00 -30.78 -5.47 -485.470.00 0.00 485.47 6,246.45 3,123.23 6,995.6213,970.4 1.76 -0.24 0.07480.00 -29.22 -5.35 -458.110.00 0.00 458.11 6,116.59 3,058.30 6,652.3413,284.9 2.03 -0.26 0.07485.00 -27.70 -5.22 -431.380.00 0.00 431.38 5,983.85 2,991.92 6,314.4212,610.0 2.31 -0.28 0.07390.00 -26.22 -5.13 -405.290.00 0.00 405.29 5,848.22 2,924.11 5,982.1311,946.5 2.62 -0.31 0.07292.25 -25.57 -5.06 -393.760.00 0.00 393.76 5,786.25 2,893.12 5,834.5211,651.7 2.77 -0.32 0.07295.00 -24.05 -4.98 -379.830.00 0.00 379.83 5,690.12 2,845.06 5,636.3611,256.0 2.96 -0.33 0.07298.50 -22.15 -4.91 -362.400.00 0.00 362.40 5,679.28 2,839.64 5,614.8011,212.9 3.20 -0.35 0.068100.00 -21.73 -4.83 -355.040.00 0.00 355.04 5,624.10 2,812.05 5,505.6810,995.0 3.31 -0.35 0.068105.00 -20.35 -4.71 -330.880.00 0.00 330.88 5,440.19 2,720.09 5,149.6710,284.0 3.70 -0.38 0.068110.00 -19.02 -4.59 -307.340.00 0.00 307.34 5,256.27 2,628.13 4,805.569,596.85 4.10 -0.40 0.068115.00 -17.72 -4.46 -284.410.00 0.00 284.41 5,072.35 2,536.18 4,473.358,933.42 4.53 -0.42 0.067120.00 -16.47 -4.35 -262.090.00 0.00 262.09 4,888.43 2,444.22 4,153.048,293.75 4.99 -0.45 0.066125.00 -15.26 -4.23 -240.360.00 0.00 240.36 4,704.51 2,352.26 3,844.627,677.84 5.47 -0.47 0.066130.00 -14.10 -4.12 -219.200.00 0.00 219.20 4,520.60 2,260.30 3,548.117,085.69 5.97 -0.50 0.065135.00 -12.97 -4.01 -198.610.00 0.00 198.61 4,336.68 2,168.34 3,263.506,517.31 6.51 -0.52 0.064140.00 -11.89 -3.94 -178.570.00 0.00 178.57 4,152.76 2,076.38 2,990.785,972.68 7.07 -0.55 0.063141.25 -11.63 -3.88 -173.650.00 0.00 173.65 4,106.78 2,053.39 2,924.465,840.24 7.22 -0.56 0.062145.00 -10.32 -3.83 -159.090.00 0.00 159.09 3,968.84 1,984.42 2,729.965,451.83 7.66 -0.58 0.061145.75 -10.06 -3.78 -156.220.00 0.00 156.22 3,033.31 1,516.66 2,134.444,262.55 7.75 -0.58 0.077150.00 -9.39 -3.69 -140.160.00 0.00 140.16 2,916.07 1,458.03 1,971.773,937.68 8.28 -0.61 0.074155.00 -8.63 -3.59 -121.730.00 0.00 121.73 2,778.13 1,389.06 1,788.643,571.97 8.94 -0.64 0.071160.00 -7.89 -3.49 -103.790.00 0.00 103.79 2,640.19 1,320.10 1,614.443,224.08 9.63 -0.68 0.067165.00 -7.20 -3.41 -86.320.00 0.00 86.32 2,502.25 1,251.13 1,449.162,894.01 10.36 -0.71 0.062168.75 -6.48 -3.36 -73.520.00 0.00 73.52 1,071.14 535.57 610.931,220.05 10.92 -0.73 0.126170.00 -6.38 -3.31 -69.320.00 0.00 69.32 1,062.36 531.18 597.331,192.89 11.12 -0.74 0.122175.00 -6.00 -3.26 -52.750.00 0.00 52.75 1,025.44 512.72 543.411,085.20 11.93 -0.80 0.103176.00 -4.81 -2.71 -49.250.00 0.00 49.25 1,017.71 508.86 532.731,063.87 12.09 -0.81 0.097180.00 -4.57 -2.64 -38.420.00 0.00 38.42 985.64 492.82 490.43979.41 12.79 -0.85 0.083185.00 -4.28 -2.57 -25.220.00 0.00 25.22 942.96 471.48 438.69876.09 13.71 -0.89 0.062190.00 -4.00 -2.50 -12.380.00 0.00 12.38 897.40 448.70 388.47775.78 14.66 -0.92 0.036194.00 0.00 -2.44 -2.370.00 0.00 2.37 858.87 429.43 349.57698.09 15.44 -0.94 0.007


Site Number:10/5/2016 6:15:14 PM




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):

0.290.11

81.001.572.351.500.300.180.060.060.031.851.301.67

64.115.31

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

46 2630.0111,390208 57192.0045 3460.0141,761275 73187.5044 3660.0141,780290 73182.5043 3070.0111,432244 59178.0042 930.00342374 17175.5041 4760.0162,108378 87172.5040 1220.00452497 22169.3839 9050.0293,786718 156166.8838 8800.0273,524698 145162.5037 9200.0273,495730 144157.5036 9600.0273,455761 143152.5035 8470.0222,896672 119147.8834 3240.0081,075257 44145.3833 1,6500.0415,3401,309 220143.1332 3330.0081,045264 43140.6331 1,3630.0324,1261,082 170137.5030 1,4160.0314,0281,124 166132.5029 1,4700.0303,9191,166 162127.5028 1,5230.0293,7971,208 157122.5027 1,5760.0283,6651,250 151117.5026 1,6290.0273,5221,292 145112.5025 1,6820.0263,3701,334 139107.5024 1,7350.0253,2101,376 132102.50Page: 16


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon Wireless23 5310.007931421 3899.2522 2,3940.0314,0211,899 16696.7521 1,9180.0243,0481,521 12693.6320 8200.0101,245650 5191.1319 1,8600.0212,6401,476 10987.5018 1,9130.0192,4611,518 10282.5017 1,9660.0182,2781,560 9477.5016 2,0200.0162,0921,602 8672.5015 2,0730.0151,9051,644 7967.5014 2,1260.0131,7171,686 7162.5013 2,1790.0121,5311,728 6357.5012 8860.004561703 2354.0011 2,7420.0121,6022,175 6651.5010 4,6600.0182,3773,696 9847.509 2,5720.0081,0892,041 4542.508 2,6320.0079042,088 3737.507 2,6920.0067272,135 3032.506 2,7520.0045622,183 2327.505 2,8110.0034102,230 1722.504 2,8710.0022752,278 1117.503 2,9310.0011602,325 712.502 2,9910.001692,372 37.501 3,0500.000112,420 02.50Raycap RRFDC-3315-PF 400.00221732 9194.00Ericsson RRUS 32 (55 2080.0091,122165 46194.00Andrew HBXX-6516DS-A 1160.00562392 26194.00Antel BXA-70080/8CF 870.00446869 19194.00CSS X7C-FRO-860-VR0 1220.00565997 27194.00CSS X7C-FRO-860-VR4 610.00332949 14194.00Round Low Profile Pl 1,8910.07910,1851,500 420194.00VZW Unused Reserve: 2,3060.09612,4181,829 512194.00Raycap DC6-48-60-18- 250.00111520 5176.00Ericsson RRUS-11 2080.007952165 39176.00Round T-Arm 9450.0344,326750 178176.00KMW EPBQ-652L8H8 2360.0081,080187 45176.00

64,113 128,783 1.000 5,313 80,822

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

46 1750.0111,390208 57192.0045 2300.0141,761275 73187.5044 2440.0141,780290 73182.5043 2050.0111,432244 59178.0042 620.00342374 17175.5041 3170.0162,108378 87172.5040 810.00452497 22169.3839 6020.0293,786718 156166.8838 5860.0273,524698 145162.5037 6130.0273,495730 144157.5036 6390.0273,455761 143152.5035 5640.0222,896672 119147.8834 2160.0081,075257 44145.3833 1,0990.0415,3401,309 220143.1332 2210.0081,045264 43140.6331 9080.0324,1261,082 170137.5030 9430.0314,0281,124 166132.5029 9780.0303,9191,166 162127.5028 1,0140.0293,7971,208 157122.50


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon Wireless27 1,0490.0283,6651,250 151117.5026 1,0850.0273,5221,292 145112.5025 1,1200.0263,3701,334 139107.5024 1,1550.0253,2101,376 132102.5023 3530.007931421 3899.2522 1,5940.0314,0211,899 16696.7521 1,2770.0243,0481,521 12693.6320 5460.0101,245650 5191.1319 1,2390.0212,6401,476 10987.5018 1,2740.0192,4611,518 10282.5017 1,3090.0182,2781,560 9477.5016 1,3450.0162,0921,602 8672.5015 1,3800.0151,9051,644 7967.5014 1,4150.0131,7171,686 7162.5013 1,4510.0121,5311,728 6357.5012 5900.004561703 2354.0011 1,8260.0121,6022,175 6651.5010 3,1030.0182,3773,696 9847.509 1,7130.0081,0892,041 4542.508 1,7530.0079042,088 3737.507 1,7920.0067272,135 3032.506 1,8320.0045622,183 2327.505 1,8720.0034102,230 1722.504 1,9120.0022752,278 1117.503 1,9510.0011602,325 712.502 1,9910.001692,372 37.501 2,0310.000112,420 02.50Raycap RRFDC-3315-PF 270.00221732 9194.00Ericsson RRUS 32 (55 1390.0091,122165 46194.00Andrew HBXX-6516DS-A 770.00562392 26194.00Antel BXA-70080/8CF 580.00446869 19194.00CSS X7C-FRO-860-VR0 810.00565997 27194.00CSS X7C-FRO-860-VR4 410.00332949 14194.00Round Low Profile Pl 1,2590.07910,1851,500 420194.00VZW Unused Reserve: 1,5350.09612,4181,829 512194.00Raycap DC6-48-60-18- 170.00111520 5176.00Ericsson RRUS-11 1380.007952165 39176.00Round T-Arm 6300.0344,326750 178176.00KMW EPBQ-652L8H8 1570.0081,080187 45176.00

64,113 128,783 1.000 5,313 53,814


Site Number:10/5/2016 6:15:14 PM








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

0.00 -77.77 -5.32 0.00 -732.95 0.00 732.95 9,200.64 4,600.32 29,064.4 14,553.8 0.00 0.00 0.0595.00 -74.78 -5.33 0.00 -706.35 0.00 706.35 9,083.42 4,541.71 28,107.3 14,074.5 0.01 -0.01 0.05810.00 -71.85 -5.33 0.00 -679.71 0.00 679.71 8,963.31 4,481.66 27,156.7 13,598.5 0.02 -0.02 0.05815.00 -68.98 -5.34 0.00 -653.03 0.00 653.03 8,840.32 4,420.16 26,213.0 13,125.9 0.05 -0.03 0.05820.00 -66.16 -5.33 0.00 -626.36 0.00 626.36 8,714.45 4,357.22 25,276.8 12,657.2 0.09 -0.04 0.05725.00 -63.41 -5.32 0.00 -599.71 0.00 599.71 8,585.69 4,292.85 24,348.7 12,192.4 0.14 -0.05 0.05730.00 -60.72 -5.30 0.00 -573.14 0.00 573.14 8,454.05 4,227.03 23,429.3 11,732.0 0.20 -0.06 0.05635.00 -58.08 -5.27 0.00 -546.66 0.00 546.66 8,319.53 4,159.77 22,519.1 11,276.2 0.27 -0.08 0.05540.00 -55.51 -5.23 0.00 -520.33 0.00 520.33 8,182.13 4,091.06 21,618.6 10,825.3 0.35 -0.09 0.05545.00 -50.85 -5.13 0.00 -494.18 0.00 494.18 8,041.84 4,020.92 20,728.5 10,379.6 0.45 -0.10 0.05450.00 -48.11 -5.07 0.00 -468.51 0.00 468.51 7,898.67 3,949.33 19,849.2 9,939.37 0.56 -0.11 0.05353.00 -47.22 -5.05 0.00 -453.30 0.00 453.30 6,783.60 3,391.80 17,099.8 8,562.66 0.64 -0.12 0.06055.00 -45.04 -4.99 0.00 -443.19 0.00 443.19 6,737.07 3,368.54 16,808.5 8,416.76 0.69 -0.12 0.05960.00 -42.91 -4.93 0.00 -418.24 0.00 418.24 6,618.74 3,309.37 16,085.7 8,054.84 0.82 -0.14 0.05865.00 -40.84 -4.85 0.00 -393.61 0.00 393.61 6,497.53 3,248.76 15,371.4 7,697.15 0.97 -0.15 0.05770.00 -38.82 -4.77 0.00 -369.34 0.00 369.34 6,373.43 3,186.72 14,666.1 7,343.99 1.14 -0.17 0.05675.00 -36.85 -4.68 0.00 -345.49 0.00 345.49 6,246.45 3,123.23 13,970.4 6,995.62 1.32 -0.18 0.05580.00 -34.94 -4.58 0.00 -322.10 0.00 322.10 6,116.59 3,058.30 13,284.9 6,652.34 1.52 -0.19 0.05485.00 -33.08 -4.47 0.00 -299.19 0.00 299.19 5,983.85 2,991.92 12,610.0 6,314.42 1.73 -0.21 0.05390.00 -32.26 -4.43 0.00 -276.82 0.00 276.82 5,848.22 2,924.11 11,946.5 5,982.13 1.96 -0.22 0.05292.25 -30.34 -4.30 0.00 -266.87 0.00 266.87 5,786.25 2,893.12 11,651.7 5,834.52 2.07 -0.23 0.05195.00 -27.95 -4.13 0.00 -255.05 0.00 255.05 5,690.12 2,845.06 11,256.0 5,636.36 2.20 -0.24 0.05098.50 -27.41 -4.09 0.00 -240.61 0.00 240.61 5,679.28 2,839.64 11,212.9 5,614.80 2.38 -0.25 0.048100.00 -25.68 -3.95 0.00 -234.48 0.00 234.48 5,624.10 2,812.05 10,995.0 5,505.68 2.46 -0.26 0.047105.00 -24.00 -3.81 0.00 -214.72 0.00 214.72 5,440.19 2,720.09 10,284.0 5,149.67 2.74 -0.27 0.046110.00 -22.37 -3.66 0.00 -195.66 0.00 195.66 5,256.27 2,628.13 9,596.85 4,805.56 3.03 -0.29 0.045115.00 -20.79 -3.51 0.00 -177.33 0.00 177.33 5,072.35 2,536.18 8,933.42 4,473.35 3.34 -0.30 0.044120.00 -19.27 -3.35 0.00 -159.78 0.00 159.78 4,888.43 2,444.22 8,293.75 4,153.04 3.66 -0.32 0.042125.00 -17.80 -3.19 0.00 -143.02 0.00 143.02 4,704.51 2,352.26 7,677.84 3,844.62 4.00 -0.33 0.041130.00 -16.38 -3.02 0.00 -127.09 0.00 127.09 4,520.60 2,260.30 7,085.69 3,548.11 4.35 -0.35 0.039135.00 -15.02 -2.84 0.00 -112.01 0.00 112.01 4,336.68 2,168.34 6,517.31 3,263.50 4.72 -0.36 0.038140.00 -14.69 -2.80 0.00 -97.81 0.00 97.81 4,152.76 2,076.38 5,972.68 2,990.78 5.11 -0.38 0.036141.25 -13.04 -2.57 0.00 -94.31 0.00 94.31 4,106.78 2,053.39 5,840.24 2,924.46 5.21 -0.38 0.035145.00 -12.71 -2.52 0.00 -84.68 0.00 84.68 3,968.84 1,984.42 5,451.83 2,729.96 5.51 -0.39 0.034145.75 -11.87 -2.40 0.00 -82.79 0.00 82.79 3,033.31 1,516.66 4,262.55 2,134.44 5.57 -0.39 0.043150.00 -10.91 -2.25 0.00 -72.59 0.00 72.59 2,916.07 1,458.03 3,937.68 1,971.77 5.93 -0.41 0.041155.00 -9.99 -2.11 0.00 -61.32 0.00 61.32 2,778.13 1,389.06 3,571.97 1,788.64 6.36 -0.42 0.038160.00 -9.11 -1.96 0.00 -50.79 0.00 50.79 2,640.19 1,320.10 3,224.08 1,614.44 6.81 -0.44 0.035165.00 -8.21 -1.80 0.00 -41.00 0.00 41.00 2,502.25 1,251.13 2,894.01 1,449.16 7.28 -0.46 0.032168.75 -8.08 -1.77 0.00 -34.27 0.00 34.27 1,071.14 535.57 1,220.05 610.93 7.65 -0.47 0.064170.00 -7.61 -1.69 0.00 -32.06 0.00 32.06 1,062.36 531.18 1,192.89 597.33 7.77 -0.47 0.061175.00 -7.51 -1.67 0.00 -23.63 0.00 23.63 1,025.44 512.72 1,085.20 543.41 8.28 -0.50 0.051176.00 -5.79 -1.33 0.00 -21.96 0.00 21.96 1,017.71 508.86 1,063.87 532.73 8.39 -0.50 0.047180.00 -5.43 -1.25 0.00 -16.65 0.00 16.65 985.64 492.82 979.41 490.43 8.82 -0.52 0.039185.00 -5.08 -1.18 0.00 -10.38 0.00 10.38 942.96 471.48 876.09 438.69 9.37 -0.54 0.029190.00 -4.82 -1.12 0.00 -4.48 0.00 4.48 897.40 448.70 775.78 388.47 9.94 -0.55 0.017194.00 0.00 -1.07 0.00 0.00 0.00 0.00 858.87 429.43 698.09 349.57 10.41 -0.55 0.000


Site Number:10/5/2016 6:15:14 PM








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

0.00 -51.78 -5.32 0.00 -727.31 0.00 727.31 9,200.64 4,600.32 29,064.4 14,553.8 0.00 0.00 0.0565.00 -49.79 -5.32 0.00 -700.73 0.00 700.73 9,083.42 4,541.71 28,107.3 14,074.5 0.01 -0.01 0.05510.00 -47.84 -5.32 0.00 -674.11 0.00 674.11 8,963.31 4,481.66 27,156.7 13,598.5 0.02 -0.02 0.05515.00 -45.93 -5.32 0.00 -647.49 0.00 647.49 8,840.32 4,420.16 26,213.0 13,125.9 0.05 -0.03 0.05520.00 -44.05 -5.31 0.00 -620.89 0.00 620.89 8,714.45 4,357.22 25,276.8 12,657.2 0.09 -0.04 0.05425.00 -42.22 -5.29 0.00 -594.34 0.00 594.34 8,585.69 4,292.85 24,348.7 12,192.4 0.13 -0.05 0.05430.00 -40.43 -5.27 0.00 -567.87 0.00 567.87 8,454.05 4,227.03 23,429.3 11,732.0 0.20 -0.06 0.05335.00 -38.67 -5.24 0.00 -541.52 0.00 541.52 8,319.53 4,159.77 22,519.1 11,276.2 0.27 -0.07 0.05340.00 -36.96 -5.20 0.00 -515.33 0.00 515.33 8,182.13 4,091.06 21,618.6 10,825.3 0.35 -0.09 0.05245.00 -33.85 -5.10 0.00 -489.34 0.00 489.34 8,041.84 4,020.92 20,728.5 10,379.6 0.45 -0.10 0.05150.00 -32.03 -5.04 0.00 -463.83 0.00 463.83 7,898.67 3,949.33 19,849.2 9,939.37 0.56 -0.11 0.05153.00 -31.44 -5.02 0.00 -448.71 0.00 448.71 6,783.60 3,391.80 17,099.8 8,562.66 0.63 -0.12 0.05755.00 -29.99 -4.96 0.00 -438.67 0.00 438.67 6,737.07 3,368.54 16,808.5 8,416.76 0.68 -0.12 0.05760.00 -28.57 -4.89 0.00 -413.89 0.00 413.89 6,618.74 3,309.37 16,085.7 8,054.84 0.82 -0.14 0.05665.00 -27.19 -4.81 0.00 -389.44 0.00 389.44 6,497.53 3,248.76 15,371.4 7,697.15 0.97 -0.15 0.05570.00 -25.84 -4.73 0.00 -365.38 0.00 365.38 6,373.43 3,186.72 14,666.1 7,343.99 1.13 -0.16 0.05475.00 -24.53 -4.64 0.00 -341.72 0.00 341.72 6,246.45 3,123.23 13,970.4 6,995.62 1.31 -0.18 0.05380.00 -23.26 -4.54 0.00 -318.53 0.00 318.53 6,116.59 3,058.30 13,284.9 6,652.34 1.51 -0.19 0.05285.00 -22.02 -4.43 0.00 -295.84 0.00 295.84 5,983.85 2,991.92 12,610.0 6,314.42 1.72 -0.21 0.05190.00 -21.47 -4.38 0.00 -273.68 0.00 273.68 5,848.22 2,924.11 11,946.5 5,982.13 1.94 -0.22 0.04992.25 -20.20 -4.25 0.00 -263.82 0.00 263.82 5,786.25 2,893.12 11,651.7 5,834.52 2.05 -0.23 0.04995.00 -18.60 -4.08 0.00 -252.13 0.00 252.13 5,690.12 2,845.06 11,256.0 5,636.36 2.18 -0.24 0.04898.50 -18.25 -4.05 0.00 -237.83 0.00 237.83 5,679.28 2,839.64 11,212.9 5,614.80 2.36 -0.25 0.046100.00 -17.09 -3.91 0.00 -231.76 0.00 231.76 5,624.10 2,812.05 10,995.0 5,505.68 2.44 -0.25 0.045105.00 -15.97 -3.77 0.00 -212.20 0.00 212.20 5,440.19 2,720.09 10,284.0 5,149.67 2.71 -0.27 0.044110.00 -14.89 -3.63 0.00 -193.34 0.00 193.34 5,256.27 2,628.13 9,596.85 4,805.56 3.00 -0.28 0.043115.00 -13.84 -3.47 0.00 -175.21 0.00 175.21 5,072.35 2,536.18 8,933.42 4,473.35 3.30 -0.30 0.042120.00 -12.82 -3.31 0.00 -157.84 0.00 157.84 4,888.43 2,444.22 8,293.75 4,153.04 3.62 -0.31 0.041125.00 -11.85 -3.15 0.00 -141.27 0.00 141.27 4,704.51 2,352.26 7,677.84 3,844.62 3.96 -0.33 0.039130.00 -10.90 -2.98 0.00 -125.52 0.00 125.52 4,520.60 2,260.30 7,085.69 3,548.11 4.31 -0.34 0.038135.00 -10.00 -2.81 0.00 -110.62 0.00 110.62 4,336.68 2,168.34 6,517.31 3,263.50 4.68 -0.36 0.036140.00 -9.77 -2.77 0.00 -96.58 0.00 96.58 4,152.76 2,076.38 5,972.68 2,990.78 5.06 -0.37 0.035141.25 -8.68 -2.54 0.00 -93.12 0.00 93.12 4,106.78 2,053.39 5,840.24 2,924.46 5.16 -0.38 0.034145.00 -8.46 -2.49 0.00 -83.60 0.00 83.60 3,968.84 1,984.42 5,451.83 2,729.96 5.46 -0.39 0.033145.75 -7.90 -2.37 0.00 -81.73 0.00 81.73 3,033.31 1,516.66 4,262.55 2,134.44 5.52 -0.39 0.041150.00 -7.26 -2.23 0.00 -71.65 0.00 71.65 2,916.07 1,458.03 3,937.68 1,971.77 5.87 -0.40 0.039155.00 -6.65 -2.08 0.00 -60.52 0.00 60.52 2,778.13 1,389.06 3,571.97 1,788.64 6.30 -0.42 0.036160.00 -6.06 -1.93 0.00 -50.12 0.00 50.12 2,640.19 1,320.10 3,224.08 1,614.44 6.75 -0.44 0.033165.00 -5.46 -1.77 0.00 -40.45 0.00 40.45 2,502.25 1,251.13 2,894.01 1,449.16 7.21 -0.45 0.030168.75 -5.38 -1.75 0.00 -33.81 0.00 33.81 1,071.14 535.57 1,220.05 610.93 7.57 -0.46 0.060170.00 -5.06 -1.66 0.00 -31.62 0.00 31.62 1,062.36 531.18 1,192.89 597.33 7.69 -0.47 0.058175.00 -5.00 -1.65 0.00 -23.30 0.00 23.30 1,025.44 512.72 1,085.20 543.41 8.20 -0.49 0.048176.00 -3.85 -1.31 0.00 -21.66 0.00 21.66 1,017.71 508.86 1,063.87 532.73 8.30 -0.50 0.044180.00 -3.61 -1.24 0.00 -16.41 0.00 16.41 985.64 492.82 979.41 490.43 8.72 -0.52 0.037185.00 -3.38 -1.16 0.00 -10.23 0.00 10.23 942.96 471.48 876.09 438.69 9.27 -0.53 0.027190.00 -3.21 -1.10 0.00 -4.42 0.00 4.42 897.40 448.70 775.78 388.47 9.84 -0.54 0.015194.00 0.00 -1.07 0.00 0.00 0.00 0.00 858.87 429.43 698.09 349.57 10.30 -0.55 0.000


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon WirelessEquivalent 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 0.290.111.001.572.351.500.300.181.851.30

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

46 2630.5521.0681.7821.851208 100192.0045 3460.4690.9191.3861.765275 112187.5044 3660.3850.7731.0211.673290 97182.5043 3070.3170.6580.7511.591244 67178.0042 930.2820.6000.6231.54774 18175.5041 4760.2420.5360.4871.494378 79172.5040 1220.2030.4750.3651.44197 17169.3839 9050.1750.4300.2811.398718 109166.8838 8800.1300.3600.1581.326698 79162.5037 9200.0860.2900.0521.246730 54157.5036 9600.0490.232-0.0231.168761 32152.5035 8470.0220.186-0.0711.098672 13147.8834 3240.0100.164-0.0891.061257 2145.3833 1,6500.0000.146-0.1021.0291,309 1143.1332 333-0.0080.128-0.1120.993264 -2140.6331 1,363-0.0160.108-0.1190.9491,082 -15137.5030 1,416-0.0240.080-0.1210.8821,124 -23132.5029 1,470-0.0260.059-0.1150.8161,166 -26127.5028 1,523-0.0220.042-0.1020.7541,208 -23122.5027 1,576-0.0130.029-0.0850.6931,250 -15117.5026 1,629-0.0020.019-0.0660.6361,292 -2112.5025 1,6820.0110.012-0.0460.5801,334 13107.5024 1,7350.0240.008-0.0260.5281,376 29102.5023 5310.0330.007-0.0140.495421 1299.2522 2,3940.0390.006-0.0050.4701,899 6496.7521 1,9180.0460.0060.0050.4401,521 6093.6320 8200.0510.0060.0130.417650 2891.1319 1,8600.0570.0070.0230.3841,476 7387.5018 1,9130.0630.0090.0350.3421,518 8382.5017 1,9660.0680.0120.0450.3021,560 9277.5016 2,0200.0710.0160.0530.2641,602 9872.5015 2,0730.0720.0200.0590.2291,644 10267.5014 2,1260.0710.0240.0630.1961,686 10462.5013 2,1790.0710.0280.0660.1661,728 10657.50Page: 21


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon Wireless12 8860.0700.0310.0680.146703 4254.0011 2,7420.0690.0330.0690.1332,175 13051.5010 4,6600.0670.0350.0700.1133,696 21647.509 2,5720.0660.0380.0710.0912,041 11642.508 2,6320.0640.0410.0720.0712,088 11537.507 2,6920.0620.0420.0710.0532,135 11432.506 2,7520.0590.0410.0700.0382,183 11227.505 2,8110.0560.0400.0670.0252,230 10922.504 2,8710.0510.0360.0610.0152,278 10217.503 2,9310.0440.0290.0510.0082,325 8912.502 2,9910.0320.0200.0360.0032,372 667.501 3,0500.0130.0080.0140.0002,420 282.50Raycap RRFDC-3315-PF 400.5901.1401.9801.89032 16194.00Ericsson RRUS 32 (55 2080.5901.1401.9801.890165 85194.00Andrew HBXX-6516DS-A 1160.5901.1401.9801.89092 47194.00Antel BXA-70080/8CF 870.5901.1401.9801.89069 35194.00CSS X7C-FRO-860-VR0 1220.5901.1401.9801.89097 50194.00CSS X7C-FRO-860-VR4 610.5901.1401.9801.89049 25194.00Round Low Profile Pl 1,8910.5901.1401.9801.8901,500 767194.00VZW Unused Reserve: 2,3060.5901.1401.9801.8901,829 936194.00Raycap DC6-48-60-18- 250.2880.6110.6471.55620 5176.00Ericsson RRUS-11 2080.2880.6110.6471.556165 41176.00Round T-Arm 9450.2880.6110.6471.556750 187176.00KMW EPBQ-652L8H8 2360.2880.6110.6471.556187 47176.00

64,113 52.263 25.324 19.420 10.014 5,016 80,822

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

46 1750.5521.0681.7821.851208 100192.0045 2300.4690.9191.3861.765275 112187.5044 2440.3850.7731.0211.673290 97182.5043 2050.3170.6580.7511.591244 67178.0042 620.2820.6000.6231.54774 18175.5041 3170.2420.5360.4871.494378 79172.5040 810.2030.4750.3651.44197 17169.3839 6020.1750.4300.2811.398718 109166.8838 5860.1300.3600.1581.326698 79162.5037 6130.0860.2900.0521.246730 54157.5036 6390.0490.232-0.0231.168761 32152.5035 5640.0220.186-0.0711.098672 13147.8834 2160.0100.164-0.0891.061257 2145.3833 1,0990.0000.146-0.1021.0291,309 1143.1332 221-0.0080.128-0.1120.993264 -2140.6331 908-0.0160.108-0.1190.9491,082 -15137.5030 943-0.0240.080-0.1210.8821,124 -23132.5029 978-0.0260.059-0.1150.8161,166 -26127.5028 1,014-0.0220.042-0.1020.7541,208 -23122.5027 1,049-0.0130.029-0.0850.6931,250 -15117.5026 1,085-0.0020.019-0.0660.6361,292 -2112.5025 1,1200.0110.012-0.0460.5801,334 13107.5024 1,1550.0240.008-0.0260.5281,376 29102.5023 3530.0330.007-0.0140.495421 1299.2522 1,5940.0390.006-0.0050.4701,899 6496.7521 1,2770.0460.0060.0050.4401,521 6093.6320 5460.0510.0060.0130.417650 2891.1319 1,2390.0570.0070.0230.3841,476 7387.5018 1,2740.0630.0090.0350.3421,518 8382.50


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon Wireless17 1,3090.0680.0120.0450.3021,560 9277.5016 1,3450.0710.0160.0530.2641,602 9872.5015 1,3800.0720.0200.0590.2291,644 10267.5014 1,4150.0710.0240.0630.1961,686 10462.5013 1,4510.0710.0280.0660.1661,728 10657.5012 5900.0700.0310.0680.146703 4254.0011 1,8260.0690.0330.0690.1332,175 13051.5010 3,1030.0670.0350.0700.1133,696 21647.509 1,7130.0660.0380.0710.0912,041 11642.508 1,7530.0640.0410.0720.0712,088 11537.507 1,7920.0620.0420.0710.0532,135 11432.506 1,8320.0590.0410.0700.0382,183 11227.505 1,8720.0560.0400.0670.0252,230 10922.504 1,9120.0510.0360.0610.0152,278 10217.503 1,9510.0440.0290.0510.0082,325 8912.502 1,9910.0320.0200.0360.0032,372 667.501 2,0310.0130.0080.0140.0002,420 282.50Raycap RRFDC-3315-PF 270.5901.1401.9801.89032 16194.00Ericsson RRUS 32 (55 1390.5901.1401.9801.890165 85194.00Andrew HBXX-6516DS-A 770.5901.1401.9801.89092 47194.00Antel BXA-70080/8CF 580.5901.1401.9801.89069 35194.00CSS X7C-FRO-860-VR0 810.5901.1401.9801.89097 50194.00CSS X7C-FRO-860-VR4 410.5901.1401.9801.89049 25194.00Round Low Profile Pl 1,2590.5901.1401.9801.8901,500 767194.00VZW Unused Reserve: 1,5350.5901.1401.9801.8901,829 936194.00Raycap DC6-48-60-18- 170.2880.6110.6471.55620 5176.00Ericsson RRUS-11 1380.2880.6110.6471.556165 41176.00Round T-Arm 6300.2880.6110.6471.556750 187176.00KMW EPBQ-652L8H8 1570.2880.6110.6471.556187 47176.00

64,113 52.263 25.324 19.420 10.014 5,016 53,814


Site Number:10/5/2016 6:15:14 PM








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

0.00 -77.77 -4.99 0.00 -670.53 0.00 670.53 9,200.64 4,600.32 29,064.4 14,553.8 0.00 0.00 0.0555.00 -74.78 -4.94 0.00 -645.56 0.00 645.56 9,083.42 4,541.71 28,107.3 14,074.5 0.00 -0.01 0.05410.00 -71.85 -4.86 0.00 -620.86 0.00 620.86 8,963.31 4,481.66 27,156.7 13,598.5 0.02 -0.02 0.05415.00 -68.98 -4.77 0.00 -596.55 0.00 596.55 8,840.32 4,420.16 26,213.0 13,125.9 0.04 -0.03 0.05320.00 -66.16 -4.67 0.00 -572.69 0.00 572.69 8,714.45 4,357.22 25,276.8 12,657.2 0.08 -0.04 0.05325.00 -63.41 -4.57 0.00 -549.33 0.00 549.33 8,585.69 4,292.85 24,348.7 12,192.4 0.12 -0.05 0.05230.00 -60.72 -4.46 0.00 -526.48 0.00 526.48 8,454.05 4,227.03 23,429.3 11,732.0 0.18 -0.06 0.05235.00 -58.09 -4.36 0.00 -504.17 0.00 504.17 8,319.53 4,159.77 22,519.1 11,276.2 0.25 -0.07 0.05240.00 -55.51 -4.25 0.00 -482.39 0.00 482.39 8,182.13 4,091.06 21,618.6 10,825.3 0.32 -0.08 0.05145.00 -50.85 -4.03 0.00 -461.15 0.00 461.15 8,041.84 4,020.92 20,728.5 10,379.6 0.41 -0.09 0.05150.00 -48.11 -3.91 0.00 -440.98 0.00 440.98 7,898.67 3,949.33 19,849.2 9,939.37 0.52 -0.10 0.05053.00 -47.22 -3.87 0.00 -429.25 0.00 429.25 6,783.60 3,391.80 17,099.8 8,562.66 0.58 -0.11 0.05755.00 -45.04 -3.77 0.00 -421.52 0.00 421.52 6,737.07 3,368.54 16,808.5 8,416.76 0.63 -0.11 0.05760.00 -42.92 -3.67 0.00 -402.68 0.00 402.68 6,618.74 3,309.37 16,085.7 8,054.84 0.76 -0.13 0.05665.00 -40.85 -3.57 0.00 -384.35 0.00 384.35 6,497.53 3,248.76 15,371.4 7,697.15 0.90 -0.14 0.05670.00 -38.82 -3.48 0.00 -366.50 0.00 366.50 6,373.43 3,186.72 14,666.1 7,343.99 1.05 -0.15 0.05675.00 -36.86 -3.39 0.00 -349.12 0.00 349.12 6,246.45 3,123.23 13,970.4 6,995.62 1.22 -0.17 0.05680.00 -34.94 -3.31 0.00 -332.17 0.00 332.17 6,116.59 3,058.30 13,284.9 6,652.34 1.41 -0.18 0.05685.00 -33.08 -3.24 0.00 -315.63 0.00 315.63 5,983.85 2,991.92 12,610.0 6,314.42 1.61 -0.20 0.05690.00 -32.26 -3.21 0.00 -299.44 0.00 299.44 5,848.22 2,924.11 11,946.5 5,982.13 1.83 -0.22 0.05692.25 -30.34 -3.15 0.00 -292.21 0.00 292.21 5,786.25 2,893.12 11,651.7 5,834.52 1.93 -0.22 0.05595.00 -27.95 -3.08 0.00 -283.54 0.00 283.54 5,690.12 2,845.06 11,256.0 5,636.36 2.06 -0.23 0.05598.50 -27.42 -3.07 0.00 -272.75 0.00 272.75 5,679.28 2,839.64 11,212.9 5,614.80 2.24 -0.25 0.053100.00 -25.68 -3.04 0.00 -268.14 0.00 268.14 5,624.10 2,812.05 10,995.0 5,505.68 2.31 -0.25 0.053105.00 -24.00 -3.03 0.00 -252.93 0.00 252.93 5,440.19 2,720.09 10,284.0 5,149.67 2.59 -0.27 0.054110.00 -22.37 -3.03 0.00 -237.79 0.00 237.79 5,256.27 2,628.13 9,596.85 4,805.56 2.88 -0.29 0.054115.00 -20.79 -3.04 0.00 -222.63 0.00 222.63 5,072.35 2,536.18 8,933.42 4,473.35 3.18 -0.30 0.054120.00 -19.27 -3.07 0.00 -207.41 0.00 207.41 4,888.43 2,444.22 8,293.75 4,153.04 3.51 -0.32 0.054125.00 -17.80 -3.09 0.00 -192.09 0.00 192.09 4,704.51 2,352.26 7,677.84 3,844.62 3.86 -0.34 0.054130.00 -16.38 -3.11 0.00 -176.64 0.00 176.64 4,520.60 2,260.30 7,085.69 3,548.11 4.23 -0.36 0.053135.00 -15.02 -3.12 0.00 -161.10 0.00 161.10 4,336.68 2,168.34 6,517.31 3,263.50 4.62 -0.38 0.053140.00 -14.68 -3.12 0.00 -145.49 0.00 145.49 4,152.76 2,076.38 5,972.68 2,990.78 5.04 -0.41 0.052141.25 -13.03 -3.11 0.00 -141.59 0.00 141.59 4,106.78 2,053.39 5,840.24 2,924.46 5.15 -0.41 0.052145.00 -12.71 -3.11 0.00 -129.91 0.00 129.91 3,968.84 1,984.42 5,451.83 2,729.96 5.48 -0.43 0.051145.75 -11.86 -3.10 0.00 -127.57 0.00 127.57 3,033.31 1,516.66 4,262.55 2,134.44 5.55 -0.43 0.064150.00 -10.90 -3.06 0.00 -114.41 0.00 114.41 2,916.07 1,458.03 3,937.68 1,971.77 5.94 -0.45 0.062155.00 -9.98 -3.00 0.00 -99.11 0.00 99.11 2,778.13 1,389.06 3,571.97 1,788.64 6.43 -0.48 0.059160.00 -9.10 -2.92 0.00 -84.09 0.00 84.09 2,640.19 1,320.10 3,224.08 1,614.44 6.95 -0.51 0.056165.00 -8.19 -2.81 0.00 -69.48 0.00 69.48 2,502.25 1,251.13 2,894.01 1,449.16 7.50 -0.54 0.051168.75 -8.07 -2.79 0.00 -58.95 0.00 58.95 1,071.14 535.57 1,220.05 610.93 7.93 -0.56 0.104170.00 -7.59 -2.71 0.00 -55.45 0.00 55.45 1,062.36 531.18 1,192.89 597.33 8.07 -0.56 0.100175.00 -7.50 -2.70 0.00 -41.89 0.00 41.89 1,025.44 512.72 1,085.20 543.41 8.69 -0.61 0.084176.00 -5.78 -2.33 0.00 -39.20 0.00 39.20 1,017.71 508.86 1,063.87 532.73 8.82 -0.62 0.079180.00 -5.41 -2.24 0.00 -29.87 0.00 29.87 985.64 492.82 979.41 490.43 9.35 -0.65 0.066185.00 -5.07 -2.12 0.00 -18.69 0.00 18.69 942.96 471.48 876.09 438.69 10.05 -0.68 0.048190.00 -4.81 -2.02 0.00 -8.08 0.00 8.08 897.40 448.70 775.78 388.47 10.77 -0.70 0.026194.00 0.00 -1.96 0.00 0.00 0.00 0.00 858.87 429.43 698.09 349.57 11.37 -0.71 0.000


Site Number:10/5/2016 6:15:14 PM








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

0.00 -51.78 -4.99 0.00 -664.82 0.00 664.82 9,200.64 4,600.32 29,064.4 14,553.8 0.00 0.00 0.0515.00 -49.79 -4.93 0.00 -639.87 0.00 639.87 9,083.42 4,541.71 28,107.3 14,074.5 0.00 -0.01 0.05110.00 -47.84 -4.85 0.00 -615.20 0.00 615.20 8,963.31 4,481.66 27,156.7 13,598.5 0.02 -0.02 0.05115.00 -45.93 -4.76 0.00 -590.94 0.00 590.94 8,840.32 4,420.16 26,213.0 13,125.9 0.04 -0.03 0.05020.00 -44.05 -4.66 0.00 -567.15 0.00 567.15 8,714.45 4,357.22 25,276.8 12,657.2 0.08 -0.04 0.05025.00 -42.22 -4.55 0.00 -543.87 0.00 543.87 8,585.69 4,292.85 24,348.7 12,192.4 0.12 -0.05 0.05030.00 -40.43 -4.44 0.00 -521.12 0.00 521.12 8,454.05 4,227.03 23,429.3 11,732.0 0.18 -0.06 0.04935.00 -38.67 -4.33 0.00 -498.92 0.00 498.92 8,319.53 4,159.77 22,519.1 11,276.2 0.24 -0.07 0.04940.00 -36.96 -4.22 0.00 -477.27 0.00 477.27 8,182.13 4,091.06 21,618.6 10,825.3 0.32 -0.08 0.04945.00 -33.86 -4.01 0.00 -456.18 0.00 456.18 8,041.84 4,020.92 20,728.5 10,379.6 0.41 -0.09 0.04850.00 -32.03 -3.88 0.00 -436.15 0.00 436.15 7,898.67 3,949.33 19,849.2 9,939.37 0.51 -0.10 0.04853.00 -31.44 -3.84 0.00 -424.52 0.00 424.52 6,783.60 3,391.80 17,099.8 8,562.66 0.58 -0.11 0.05455.00 -29.99 -3.73 0.00 -416.84 0.00 416.84 6,737.07 3,368.54 16,808.5 8,416.76 0.62 -0.11 0.05460.00 -28.57 -3.63 0.00 -398.17 0.00 398.17 6,618.74 3,309.37 16,085.7 8,054.84 0.75 -0.13 0.05465.00 -27.19 -3.53 0.00 -380.01 0.00 380.01 6,497.53 3,248.76 15,371.4 7,697.15 0.89 -0.14 0.05470.00 -25.85 -3.44 0.00 -362.34 0.00 362.34 6,373.43 3,186.72 14,666.1 7,343.99 1.04 -0.15 0.05375.00 -24.54 -3.35 0.00 -345.14 0.00 345.14 6,246.45 3,123.23 13,970.4 6,995.62 1.21 -0.17 0.05380.00 -23.26 -3.27 0.00 -328.39 0.00 328.39 6,116.59 3,058.30 13,284.9 6,652.34 1.39 -0.18 0.05385.00 -22.02 -3.20 0.00 -312.05 0.00 312.05 5,983.85 2,991.92 12,610.0 6,314.42 1.59 -0.20 0.05390.00 -21.48 -3.17 0.00 -296.06 0.00 296.06 5,848.22 2,924.11 11,946.5 5,982.13 1.81 -0.21 0.05392.25 -20.20 -3.11 0.00 -288.93 0.00 288.93 5,786.25 2,893.12 11,651.7 5,834.52 1.91 -0.22 0.05395.00 -18.61 -3.04 0.00 -280.37 0.00 280.37 5,690.12 2,845.06 11,256.0 5,636.36 2.04 -0.23 0.05398.50 -18.25 -3.03 0.00 -269.72 0.00 269.72 5,679.28 2,839.64 11,212.9 5,614.80 2.21 -0.24 0.051100.00 -17.10 -3.00 0.00 -265.17 0.00 265.17 5,624.10 2,812.05 10,995.0 5,505.68 2.29 -0.25 0.051105.00 -15.98 -2.99 0.00 -250.16 0.00 250.16 5,440.19 2,720.09 10,284.0 5,149.67 2.56 -0.26 0.052110.00 -14.89 -2.99 0.00 -235.21 0.00 235.21 5,256.27 2,628.13 9,596.85 4,805.56 2.85 -0.28 0.052115.00 -13.84 -3.01 0.00 -220.26 0.00 220.26 5,072.35 2,536.18 8,933.42 4,473.35 3.15 -0.30 0.052120.00 -12.83 -3.03 0.00 -205.23 0.00 205.23 4,888.43 2,444.22 8,293.75 4,153.04 3.48 -0.32 0.052125.00 -11.85 -3.05 0.00 -190.10 0.00 190.10 4,704.51 2,352.26 7,677.84 3,844.62 3.82 -0.34 0.052130.00 -10.90 -3.07 0.00 -174.84 0.00 174.84 4,520.60 2,260.30 7,085.69 3,548.11 4.19 -0.36 0.052135.00 -9.99 -3.09 0.00 -159.48 0.00 159.48 4,336.68 2,168.34 6,517.31 3,263.50 4.58 -0.38 0.051140.00 -9.77 -3.09 0.00 -144.05 0.00 144.05 4,152.76 2,076.38 5,972.68 2,990.78 4.99 -0.40 0.051141.25 -8.67 -3.08 0.00 -140.19 0.00 140.19 4,106.78 2,053.39 5,840.24 2,924.46 5.09 -0.41 0.050145.00 -8.45 -3.08 0.00 -128.63 0.00 128.63 3,968.84 1,984.42 5,451.83 2,729.96 5.42 -0.42 0.049145.75 -7.89 -3.06 0.00 -126.32 0.00 126.32 3,033.31 1,516.66 4,262.55 2,134.44 5.49 -0.43 0.062150.00 -7.25 -3.03 0.00 -113.30 0.00 113.30 2,916.07 1,458.03 3,937.68 1,971.77 5.88 -0.45 0.060155.00 -6.64 -2.97 0.00 -98.14 0.00 98.14 2,778.13 1,389.06 3,571.97 1,788.64 6.36 -0.48 0.057160.00 -6.05 -2.89 0.00 -83.27 0.00 83.27 2,640.19 1,320.10 3,224.08 1,614.44 6.88 -0.50 0.054165.00 -5.45 -2.78 0.00 -68.80 0.00 68.80 2,502.25 1,251.13 2,894.01 1,449.16 7.42 -0.53 0.050168.75 -5.37 -2.77 0.00 -58.37 0.00 58.37 1,071.14 535.57 1,220.05 610.93 7.84 -0.55 0.101170.00 -5.05 -2.69 0.00 -54.91 0.00 54.91 1,062.36 531.18 1,192.89 597.33 7.99 -0.56 0.097175.00 -4.98 -2.67 0.00 -41.48 0.00 41.48 1,025.44 512.72 1,085.20 543.41 8.60 -0.60 0.081176.00 -3.84 -2.31 0.00 -38.82 0.00 38.82 1,017.71 508.86 1,063.87 532.73 8.72 -0.61 0.077180.00 -3.60 -2.21 0.00 -29.57 0.00 29.57 985.64 492.82 979.41 490.43 9.25 -0.64 0.064185.00 -3.37 -2.10 0.00 -18.50 0.00 18.50 942.96 471.48 876.09 438.69 9.94 -0.67 0.046190.00 -3.19 -2.00 0.00 -8.00 0.00 8.00 897.40 448.70 775.78 388.47 10.66 -0.70 0.024194.00 0.00 -1.96 0.00 0.00 0.00 0.00 858.87 429.43 698.09 349.57 11.25 -0.70 0.000


Site Number:10/5/2016 6:15:14 PM



Customer: Verizon WirelessAnalysis 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 56.89 0.00 76.88 0.00 0.00 7546.10 168.75 0.940.9D + 1.6W 56.87 0.00 57.65 0.00 0.00 7499.33 168.75 0.931.2D + 1.0Di + 1.0Wi 2.52 0.00 84.35 0.00 0.00 273.92 0.00 0.03(1.2 + 0.2Sds) * DL + E ELFM 5.32 0.00 77.77 0.00 0.00 732.95 168.75 0.06(1.2 + 0.2Sds) * DL + E EMAM 4.99 0.00 77.77 0.00 0.00 670.53 168.75 0.10(0.9 - 0.2Sds) * DL + E ELFM 5.32 0.00 51.78 0.00 0.00 727.31 168.75 0.06(0.9 - 0.2Sds) * DL + E EMAM 4.99 0.00 51.78 0.00 0.00 664.82 168.75 0.101.0D + 1.0W 7.34 0.00 64.11 0.00 0.00 971.65 168.75 0.13


Site Number:10/5/2016 6:15:15 PM




Base SummaryReactions

Original Design AnalysisMoment(kip-ft) Axial(kip) Shear(kip) Moment(kip-ft) Axial(kip) Shear(kip) MomentDesign %11,366.67 89.00 88.34 7,546.10 84.35 56.89 66.39

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 3.250 85.500 Clipped 0 20.00 8.774 572.02 1251.05 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)84.75 28 2.25" 18J 2.25 75.00 100.00 Clustered 6.00 45.0 155.65 260.00 0.61 149.63 260.00 0.59
