App No: 2018020244 - Amazon S3

App No: 2018020244

ApplicationType Modification

ApplicantName AT&T c/o Jacobs Telecommunications

SiteId 52

Address 3901 Aspen Hill Rd

City WheatonZoning CRT-2.25

Latitude 39.082083

Longitude -77.079036

Ground Elevation

CarrierName AT&T Wireless

SiteOwner Lee Development Group

StructureOwner American Tower

Carrier AT&T Wireless

StructureType Monopole

SolutionType Macro

Lease Status Leased

6409? Yes

PROW No

CarrierSiteName Aspen Hill

CountySiteName Super Fresh Shopping Ctr.

Existing Existing

StructureHeight

AntennaDescription

JustificationThis is an existing monopole. AT&T is upgrading its equipment.

EquipmentGvtUse Yes

Gvt. Use Desc. The First Responder

Updated 2/19/2018 Antenna Complianc Yes

ComplianceDesc

AntennaLocation Yes

Ant. Loc. Desc.Ann. Plan? Yes

Environmental

Cat. Excluded? checked

Routine Environ.Application DescriptionAdd (3) antennas - Kathrein 80010966; and remove (3) remote radio heads, and add (6) remote radio heads on existing monopole at a RAD of 108'.

Height 108

Antenna Kathrein 80010966

Frequency 734-746, 704-716 / 1945-1965, 1865-1885

EffectiveRadiati 800 EmissionDesignator AntennaDimensions 96x20x6.9

Wednesday, February 21, 2018

4:12:10 PM

XXX 349

Revised on 7.23.18 - JR

jrivas

Typewritten Text

442

jrivas

Typewritten Text

115

App No: 2018020244

Height 108


Frequency 734-746, 704-716 / 1945-1965, 1865-1885


Height 108


Frequency 734-746, 704-716 / 1945-1965, 1865-1885



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http://getfireshot.com/pdf_aHR0cHM6Ly9zZGF0LmRhdC5tYXJ5bGFuZC5nb3YvUmVhbFByb3BlcnR5L1BhZ2VzX0hUTUwvcnBfZGVmLmFzcHgjSG9tZW93bmVycy1UYXgtQ3JlZGl0LUFwcGxpY2F0aW9uLVN0YXR1cw==

http://getfireshot.com/pdf_aHR0cHM6Ly9zZGF0LmRhdC5tYXJ5bGFuZC5nb3YvUmVhbFByb3BlcnR5L1BhZ2VzX0hUTUwvcnBfZGVmLmFzcHgjSG9tZW93bmVycy1UYXgtQ3JlZGl0LUFwcGxpY2F0aW9uLURhdGU=

http://getfireshot.com/pdf_aHR0cDovL3d3dy5kYm0uc3RhdGUubWQudXMvcGhvbmVib29rL09mZmljZVN1Yi5hc3A/T0lEPTEwNw==

http://getfireshot.com/pdf_aHR0cDovL2RhdC5tYXJ5bGFuZC5nb3YvYWJvdXQvUGFnZXMvV2Vic2l0ZS1Vc2FnZS1TdGF0ZW1lbnRzLmFzcHg=

http://getfireshot.com/pdf_aHR0cDovL3d3dy5tYXJ5bGFuZC5nb3YvcGFnZXMvYWNjZXNzaWJpbGl0eS5hc3B4

http://getfireshot.com/pdf_aHR0cDovL3d3dy5tYXJ5bGFuZC5nb3YvcGFnZXMvc29jaWFsX21lZGlhLmFzcHg=

8-Port AntennaFrequency RangeDual PolarizationHPBWAdjust. Electr. DTset by

80010966 Page 1 of 5

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8-Port Antenna 698–960/698–960/1695–2690/1695–2690 65°/65°/65°/65° 16.5/16.5/18/18dBi1°–10°/1°–10°/2.5°–12°/2.5°–12°T

Type No. 80010966Left side, lowband R1, connector 1–2R1, connector 1–2

698–960Frequency Range MHz 698 – 806 791 – 862 824 – 894 880 – 960

Gain at mid Tilt dBi 15.7 16.1 16.4 16.5

Gain over all Tilts dBi 15.6 ± 0.4 16.1 ± 0.3 16.3 ± 0.3 16.4 ± 0.3

Horizontal Pattern:Azimuth Beamwidth ° 66 ± 2.9 65 ± 2.3 65 ± 2.6 64 ± 2.9

Front-to-Back Ratio,Total Power, ± 30°

dB > 23 > 23 > 24 > 25

Cross Polar Discriminationover Sector

dB > 10.0 > 9.5 > 10.0 > 11.5

Vertical Pattern:Elevation Beamwidth ° 9.7 ± 0.7 9.0 ± 0.5 8.7 ± 0.5 8.3 ± 0.4

Electrical Downtiltcontinuously adjustable

° 1.0 – 10.0

Tilt Accuracy ° < 0.4 < 0.4 < 0.4 < 0.4

First Upper Side Lobe Suppression

dB > 16 > 18 > 18 > 20

Cross Polar Isolation dB > 30

Port to Port IsolationdB

> 27 (R1 // R2)> 30 (R1 // Y1, Y2)

Max. Effective Powerper Port

W 400 (at 50 °C ambient temperature)

Max. Effective PowerPort 1–2


Values based on NGMN-P-BASTA (version 9.6) requirements.

698–960698–960 1695–2690 1695–2690

XX X X

65°65° 65° 65°

1°–10°1°–10° 2.5°–12° 2.5°–12°

R2R2R1R1 Y1Y1 Y2Y2

Kathrein USA Greenway Plaza II, 2400 Lakeside Blvd., Suite 650, Richardson TX 75082Phone: 214.238.8800 Fax: 214.238.8801 Email: [email protected]

All specifications are subject to change without notice.The latest specifications are available at www.kathreinusa.com

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Right side, lowband R2, connector 3–4R2, connector 3–4






dB > 22 > 23 > 24 > 26


dB > 9.5 > 10.5 > 10.0 > 11.5



° 1.0 – 10.0

Tilt Accuracy ° < 0.4 < 0.4 < 0.4 < 0.3


dB > 18 > 21 > 20 > 20



> 27 (R2 // R1)> 30 (R2 // Y1, Y2)






Left side, highband Y1, connector 5–6Y1, connector 5–6

1695–2690Frequency Range MHz 1695 – 1880 1850 – 1990 1920 – 2180 2300 – 2400 2500 – 2690

Gain at mid Tilt dBi 17.6 18.0 18.3 18.1 17.9

Gain over all Tilts dBi 17.5 ± 0.4 17.9 ± 0.4 18.1 ± 0.5 18.0 ± 0.6 17.8 ± 0.6

Horizontal Pattern:Azimuth Beamwidth ° 64 ± 4.9 64 ± 5.0 62 ± 5.4 57 ± 5.7 61 ± 7.1


dB > 24 > 26 > 26 > 25 > 24


dB > 8.5 > 11.5 > 10.0 > 7.5 > 9.0

Vertical Pattern:Elevation Beamwidth ° 6.4 ± 0.5 5.9 ± 0.3 5.5 ± 0.4 4.8 ± 0.3 4.4 ± 0.2


° 2.5 – 12.0

Tilt Accuracy ° < 0.2 < 0.2 < 0.2 < 0.2 < 0.2


dB > 19 > 19 > 17 > 19 > 17


Port to Port Isolation dB > 30 (Y1 // R1, R2, Y2)








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Right side, highband Y2, connector 7–8Y2, connector 7–8






dB > 25 > 24 > 25 > 27 > 25


dB > 9.5 > 11.0 > 10.0 > 9.5 > 10.5



° 2.5 – 12.0

Tilt Accuracy ° < 0.2 < 0.2 < 0.2 < 0.2 < 0.1


dB > 19 > 18 > 18 > 19 > 18










8-Port Antenna

Electrical specifi cations, all systems

Impedance Ω 50

VSWR < 1.5

Return Loss dB > 14

Interband Isolation dB > 27

Passive Intermodulation dBc < –153 (2 x 43 dBm carrier)

Polarization ° +45, –45

Max. Effective Powerfor the Antenna

W1200 (at 50 °C ambient

temperature)


Mechanical specifi cations

Input 8 x 4.3-10 female

Connector Position bottom

Adjustment Mechanism FlexRET, continuously adjustable

Wind load (at Rated Wind Speed: 150 km/h) (93 mph)

N | lbf Frontal: 1400 | 315Maximal: 1405 | 316

Max. Wind Velocity km/hmph

241150

Height / Width / Depth mminches

2438 / 508 / 17596.0 / 20.0 / 6.9

Category of Mounting Hardware

XH (X-Heavy)

Weight kglb

52.0 / 57.0 (clamps incl.)114.6 / 125.7 (clamps incl.)

Packing Size mminches

2635 / 542 / 268103.7 / 21.3 / 10.6

Scope of Supply Panel, FlexRET and clamps for 55–115 mm |2.2–4.5 inches diameter

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3)

1)

1) 22 | 0.92) 150 | 5.93) 11 | 0.4

All dimensionsin mm | inches

2223 | 8

7.5

2485 | 9

7.8

2438 | 9

6.0

2)

For downtilt mounting use the clamps for an appropriate mast diameter together with the downtilt kit.Wall mounting: No additional mounting kit needed.

Material: Refl ector screen: Aluminum.Fiberglass housing: It covers totally the internal antenna components. The special design reduces the sealing areas to a minimum and guarantees the best weather protection. Fiberglass material guarantees optimum performance with regards to stability, stiffness, UV resistance and painting. The color of the radome is light grey.All nuts and bolts: Stainless steel or hot-dip galvanized steel.

Grounding: The metal parts of the antenna including the mounting kit and the inner conductors are DC grounded.

Site Sharing Adapter3-way

FlexRET

BTS1 BTS2 BTS3

FlexRET FlexRET

AISG


FlexRET

BTS3 BTS4

FlexRET FlexRET

BTS2BTS1 BTS5 BTS6

AISG

Configuration example with Site Sharing Adapter 86010154


For more information please refer to the respective data sheets.

Accessories (order separately if required)

Type No. Description Remarksmm | inches

Weightapprox. kg | lb

Units per antenna

85010097 2 clamps Mast diameter: 110 – 220 | 4.3 – 8.7 9.4 | 20.7 1

85010099 1 downtilt kit Downtilt angle: 0° – 10° 10.6 | 23.4 1

86010154 Site Sharing Adapter 3-way (see fi gure below) 0.7 | 1.5


86010162 Gender Adapter Solely to be used in combination with the FlexRET module 86010153V01

0.045 | 0.099 1

86010163 Port Extender 0.16 | 0.35 1

Accessories (included in the scope of supply)


86010153V01 FlexRET 1



8-Port Antenna

Bottom view* Dimensions refer to radomeAll dimensions in mm | inches

126 | 5.0

508 | 20.0 *

226 | 8.9

326 | 12.8

426 | 16.8

93 | 3

.7 *

240 | 9

.4 * 175 | 6

.9 *

R 4

698 - 960

R2L 2

698 - 960

R1R 3

698 - 960

R2L 1

698 - 960

R1R 8

1695-2690

Y2L 6

1695-2690

Y1R 7

1695-2690

Y2Y1L 5

1695-2690

Layout of interface:

Correlation Table

Frequency range Array Connector

698–960 MHz R1 1–2

698–960 MHz R2 3–4

1695–2690 MHz Y1 5–6

1695–2690 MHz Y2 7–8

R1Y1

R2Y2

Left Right

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Order Information

Model Description 80010966 8-Port antenna with mounting bracket

80010966K 8-Port antenna with mounting bracketand mechanical tilt bracket

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Mounting HardwareClamp(Wind Load Category “XH”)

Clamp

Type No. 85010096Suitable for mast diameter

mminches

55 – 1152.2 – 4.5

Scope of supply 1 x lower clamp1 x upper clamp

Material – Clamp– Screws– Nuts

Hot-dip galvanized steelHot-dip galvanized steel

Stainless steel

Weight kglb

5.011.0

A B C D E F G H

mminches

2007.9

692.7

893.5

55 – 1152.2 – 4.5

1505.9

1305.1

(19)(0.7)

(39)(1.5)

Please note: Kathrein does not recommend to use counter nuts.

G HE

A B C

F

lower clamp upper clamp

D

G

low

er

cla

mp

H

up

per

cla

mp

1)Attention!Square of the screw must be

positioned in the square hole

before tightening the nut.

2)All nuts have the same

wrench size 17.

TorqueMA = 40 Nm

TorqueMA = 40 Nm

TorqueMA = 40 Nm

TorqueMA = 40 Nm

85010096 Page 1 of 1



Type No. 86010153V01Protocols compliant to 3GPP/AISG 2.0

Logical interface ex factory 3GPP/AISG 2.0

Operates as Single RETs or Multi RET

Ex factory Single RETs

Input voltage range V 10 ... 30 (pin 6)

Power consumption W Typically < 1; < 10 (motor activated)

Connectors 2 x 8 pin connector according to IEC 60130-9; according to AISG-C 485 Daisy chain in: male; Daisy chain out: female

Hardware interfaces RS 485A/B (pin 5, pin 3);power supply (pin 6); DC return (pin 7);

according to AISG / 3GPP

Adjustment time (full range)

sec 40(typically, depending on antenna type)

Adjustment cycles > 50,000

Temperature range °C –40 … +60

Protection class IP 24 (installed)

Lightning protection AISG interface (each pin)2.5 kA (10/350 μs)

8 kA (8/20 μs) according to IEC 61000-4-5

Housing material Profi le: Aluminum anodized; cover: Aluminum die cast coated

Weight glb

3500.77

Packing size(H x W x D)

mminches

245 x 93 x 1029.6 x 3.6 x 4

Dimensions (H x W x D)

mminches

142 x 71 x 515.6 x 2.8 x 2

Please note:If the Primary which controls the FlexRET system does not support the default ex-factory interface setting, then the FlexRET must be switched to the appropriate standard of the Primary before installation. Please contact Kathrein for further information.

If the FlexRET of an antenna has to be replaced, the FlexRET gets the information stored in the antenna after power on automatically. It is not necessary to confi gure the FlexRET manually.

Standards: EN 60950-1 (Safety)EN 60950-22 (Safety – Equipment installed outdoor)EN 55022 (Emission)EN 55024 (Immunity)ETS 300019-1-4 (Environmental)UL 60950-1; 1st edition

Certifi cation: CE, FCC

Scope of supply: FlexRET

Optional: Site Sharing Adapter (86010154 or 86010155) to create independent logical interfaces at one antenna or site. Makes it possible to operate with more than one independent Node B.

Gender Adapter (86010162) to convert the AISG out (female) to an AISG in (male) port in order to operate one FlexRet with exactly 2 BTS. Detailed information is given in the data sheet of the Gender Adapter.

Port Extender (86010163) to convert the existing AISG input and output in order to operate FlexRet with exactly 2 BTS while maintaining the daisy chain capability.Detailed information is given in the data sheet of the Port Extender.

Please note:In general, the addressing of the FlexRET is automatically performed. Only in case the FlexRET is manually addressed, the serial number has to be extended by the corresponding colour coding extension (e.g. CSG351234-R1). The respective information can be found on the site documentation which is included in the scope of supply.

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FlexRET

A fl exible, integrated solution for adjusting the electrical downtilt of Kathrein FlexRET antennas.

• Compliant to 3GPP/AISG 2.0 • Daisy Chain feasibility• Single RETs or Multi RET displayed • Pre-confi gured• Two way antenna sharing feasibility



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FlexRET

Startup of FlexRETThe FlexRET module included in the antenna is preconfi gured with the following information:

Antenna model no., Antenna Serial no., Antenna confi guration data. After connecting a control

cable and scanning the antenna line devices (ALD) the used primary (e.g. NodeB, ALC, etc.)

will fi nd the FlexRET. You only need to insert your additional data.

Connecting the control cables:

Connect a control cable to the daisy chain input of the FlexRET. The tightening torque for fi xing the

connector must be 0.5 – 1.0 Nm (‘hand-tightened’).

The connector should be tightened by hand or by a special torque screw driver (order no.

85010080).

See also data sheet for Kathrein AISG-cable (86010007, ...).

Please note: To ensure the tightness of the RET System, Kathrein recommend the use of Kathrein components only.Please note: If the daisy chain output is not used, do not remove the protection cap.

For daisy chain operation, remove the protection cap and attach a control cable to interconnect

with the daisy chain input of the subsequent FlexRET or external RCU.

Please note: Do not remove the protection cap on the daisy chain output of the last FlexRET or RCU device.



86010153V01 Page 3 of 4

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FCC – Statements

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FCC – Statements

Compliance Information Statement(Declaration of Conformity Procedure)

Model Name: FlexRET FCC ID SP3-86010153



Responsible Party: Kathrein USA

Address: Greenway Plaza II 2400 Lakeside Blvd. Suite 650Richardson, Texas 75082

Telephone: (01+) 214.238.8800

Type of equipment:

ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com

Structural Analysis ReportStructure : 115.5 ft Monopole

ATC Site Name : Superfresh Aspen Hill, MD

ATC Site Number : 371921

Engineering Number : OAA711695_C3_03

Proposed Carrier : AT&T Mobility

Carrier Site Name : Aspen Hill

Carrier Site Number : 10004716

Site Location : 3901 Aspen Hill RoadSilver Spring, MD 20906-292039.082100,-77.079000

County : Montgomery

Date : July 2, 2018

Max Usage : 101%

Result : Pass

Prepared By:Garret D. HeathStructural Engineer I

Reviewed By:

Eng. Number OAA711695_C3_03July 2, 2018


Table of Contents

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

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

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

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

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

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

Proposed Equipment ....................................................................................................................... 3

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

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

Deflection and Sway ......................................................................................................................... 4

Standard Conditions ......................................................................................................................... 5

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


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 115.5 ft monopole to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Mapping by TEP #54432.18827, dated May 30, 2014Foundation Drawing Mapping by Structural Components #120801, dated September 5, 2012Geotechnical Report GTA Job #090299, dated June 3, 2009Modifications Glen Martin Drawing #GM-07458, dated November 19, 2012 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: 90 mph (3-Second Gust, Vasd) / 115 mph (3-Second Gust, Vult)Basic Wind Speed w/ Ice: 40 mph (3-Second Gust) w/ 3/4" radial ice concurrentCode: ANSI/TIA-222-G / 2015 IBC Structure Class: IIExposure Category: BTopographic Category: 1Crest Height: 0 ftSpectral Response: Ss = 0.12, S1 = 0.05 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

3 Ericsson RRUS 11 B123 Ericsson AIR 21 (54" Height)4 Ericsson AIR-32 B2A/B66Aa

116.0

3 RFS APXVFW24-C-A20115.0

115.0 3 Andrew ETW200VS12UB

Platform w/ Handrails(12) 1 5/8" Coax

(2) 1 5/8" Hybriflex(1) 1 1/4" Hybriflex

T-Mobile

1 6.75" x 4.7" Radio114.0 114.0

1 1' HP DishFlush (1) 0.41" LMR-400 --

6 Powerwave LGP135196 Hoffman AHE10X10X66 Powerwave LGP214012 Raycap DC6-48-60-18-8F (23.5" Height)3 Alcatel-Lucent B25 RRH4x30-4R3 Alcatel-Lucent RRH4X25-WCS3 Kathrein 800 10121

108.0 108.0

3 Commscope SBJAH4-1D65C-DL

Platform w/ Handrails

(12) 7/8" Coax(3) 3/8" RET Control

Cable(2) 0.41" Fiber

AT&T Mobility

3 Argus LLPX310R3 Andrew VHLP21 RFS SCX2-220AB

101.0

1 RFS SBX2-107AC3 6.75" x 4.7" Radio1 12" x 12" Junction Box3 Commscope DT465B-2XR

3 Alcatel-Lucent 800MHz RRH and Type 1 Notch Filter

3 Alcatel-Lucent 2X50W RRH (19.7" Height)

3 Alcatel-Lucent 9442 RRH2x40-AWS3 Samsung 2.5GHz nRRHv2

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

100.0

100.0

3 RFS APXVSPP18-C-A20


(5) 1/2" Coax(4) 1 1/4" Hybriflex

(3) 5/16" Coax(2) 2" conduit

Sprint Nextel

Equipment to be Removed



108.0 108.0 3 Alcatel-Lucent RRH20x40-07-L-AT - - AT&T Mobility


Page 3


Proposed Equipment



3 Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA

3 Nokia B66a RRH4x45 (UHIE)108.0 108.0

3 Kathrein 80010966

Platform w/ Handrails (4) 0.78" 8 AWG 6 AT&T Mobility

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.

Structure Usages

Structural Component Controlling Usage Pass/Fail

Anchor Bolts 54% PassShaft 80% Pass

Base Plate 39% Pass

Foundations

Reaction Component Analysis Reactions % of Usage

Moment (Kips-Ft) 1,864.6 101%Axial (Kips) 30.6 24%

The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required.


Page 4


Deflection and Sway*

Antenna Elevation (ft) Antenna Carrier Deflection

(ft)Sway (Rotation)

(°)114.0 1' HP Dish Unknown 1.226 1.114

Nokia Airscale Dual RRH 4T4R B12/B14 320W AHLBA

Nokia B66a RRH4x45 (UHIE)108.0

Kathrein Scala 80010966

AT&T Mobility 1.110 1.108

Andrew VHLP2RFS SCX2-220ABRFS SBX2-107AC

100.0

Commscope DT465B-2XR

Sprint Nextel 0.957 1.081

*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 performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following:

Information supplied by the client regarding antenna, mounts and feed line loading

Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC

It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete.

All assets of American Tower Corporation, its affiliates and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications.

Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein.

Job InformationPole :

Location :Client :Height :

Description :Shape :

371921

AT&T MOBILITYSuperfresh Aspen Hill, MD

12 Sides115.50

Taper: 0.205628(in/ft)(ft)

0.00© 2007 - 2018 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 Shape1 36.580 39.97 47.50 0.313 0.000 6512 Sides2 37.250 32.31 39.97 0.250 0.000 65Butt Joint 12 Sides3 41.670 23.75 32.31 0.188 0.000 65Butt Joint 12 Sides

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)115.000 Andrew ETW200VS12UB3115.000115.000 Ericsson AIR-32 B2A/B66Aa1116.000115.000 Ericsson AIR-32 B2A/B66Aa3116.000115.000 Flat Platform w/ Handrails1115.000115.000 RFS APXVFW24-C-A203116.000115.000 Ericsson AIR 21 (54" Height)3116.000115.000 Ericsson RRUS 11 B123116.000114.000 1' HP Dish1114.000114.000 6.75" x 4.7" Radio1114.000108.000 Nokia Airscale Dual RRH 4T4R B3108.000108.000 Kathrein Scala 800109663108.000108.000 Nokia B66a RRH4x45 (UHIE)3108.000108.000 Raycap DC6-48-60-18-8F (23.5" 2108.000108.000 Hoffman AHE10X10X66108.000108.000 Commscope SBJAH4-1D65C-3108.000108.000 Alcatel-Lucent RRH4X25-WCS3108.000108.000 Alcatel-Lucent B25 RRH4x30-4R3108.000108.000 Flat Platform w/ Handrails1108.000108.000 Kathrein Scala 800 101213108.000108.000 Powerwave Allgon LGP214016108.000108.000 Powerwave Allgon LGP135196108.000100.000 Commscope DT465B-2XR3100.000100.000 Alcatel-Lucent TD-RRH8x20-25 3100.000100.000 Alcatel-Lucent 800MHz RRH 3100.000100.000 Flat Platform w/ Handrails1100.000100.000 RFS APXVSPP18-C-A203100.000100.000 RFS SBX2-107AC1101.000100.000 RFS SCX2-220AB1101.000100.000 Andrew VHLP23101.000100.000 Argus LLPX310R3101.000100.000 Alcatel-Lucent 9442 RRH2x40-3100.000100.000 Samsung 2.5GHz nRRHv23100.000100.000 Alcatel-Lucent 2X50W RRH 3100.000100.000 12" x 12" Junction Box1100.000100.000 6.75" x 4.7" Radio3100.000

Linear AppurtenanceElev (ft)From DescriptionTo ExposedTo Wind

0.000 100.0 1 1/4" Hybriflex No0.000 100.0 1/2" Coax Yes0.000 100.0 2" conduit Yes0.000 100.0 5/16" (0.31"- No

0.000 108.0 0.41" (10.3mm) No0.000 108.0 0.78" (19.7mm) 8 No0.000 108.0 3/8" RET Control No0.000 108.0 7/8" Coax Yes0.000 114.0 0.41" (10.3mm) No0.000 115.0 1 1/4" Hybriflex No0.000 115.0 1 5/8" Coax No0.000 115.0 1 5/8" Hybriflex No0.000 115.0 1 5/8" Hybriflex No

Load Cases1.2D + 1.6W 90 mph with No Ice0.9D + 1.6W 90 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 40 mph with 0.75 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 1864.58 21.53 30.590.9D + 1.6W 1802.50 20.94 22.941.2D + 1.0Di + 1.0Wi 311.58 3.43 54.73(1.2 + 0.2Sds) * DL + E ELFM 78.41 0.77 30.10(1.2 + 0.2Sds) * DL + E EMAM 144.27 1.38 30.10(0.9 - 0.2Sds) * DL + E ELFM 77.46 0.77 21.48(0.9 - 0.2Sds) * DL + E EMAM 142.45 1.38 21.481.0D + 1.0W 502.75 5.82 25.52

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

1.0D + 1.0W 100.00 11.481 1.0811.0D + 1.0W 100.00 11.481 1.0811.0D + 1.0W 100.00 11.481 1.0811.0D + 1.0W 114.00 14.717 1.114

Load Case : 1.2D + 1.6W

Max Ratio 80.18% at 36.6 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

73.830

80.000

85.000

90.000

95.000

100.000

105.000

108.000

114.000

1.00

1.00

0.73

0.71

0.68

0.66

0.64

0.62

0.59

0.570.80

0.73

0.69

0.64

0.60

0.55

0.50

0.74

0.63

0.53

0.42

0.32

0.20

0.12

0.05

0.00

Site Number:7/2/2018 11:37:43 AM

Code:371921Site Name: Superfresh Aspen Hill, MD

© 2007 - 2018 by ATC IP LLC. All rights reserved.ANSI/TIA-222-GEngineering Number:OAA711695_C3_03

Customer: AT&T MOBILITY

Analysis ParametersLocation : Height (ft) :

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

Code :115.5

12 Sides47.5023.75

ANSI/TIA-222-G

Taper (in/ft) : 0.206

MONTGOMERY County, MD

Pole Manfacturer : UnknownPole 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:

90 mph40 mph60 mph

0.75 in0 ft

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

(sec):Period Based on Rayleigh Method (sec): 2.05

8 p: 1S SF FS S

Max:C

Min:1.6000.120 0.051

0.0300.0300.0302.400

0.0820.128

TLLs:a:ds:

1:v :d1 :

Css:

C s

Load Cases1.2D + 1.6W 90 mph with No Ice0.9D + 1.6W 90 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 40 mph with 0.75 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: 1

Site Number:7/2/2018 11:37:43 AM




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)36.580 650.3125 47.501-12 0.00 39.975,439 36.580.00 47.48 13495.0 39.91 8015.638.05 152.00 127.9331.60 0.20562837.250 Butt650.2500 39.972-12 0.00 32.313,663 73.8336.58 31.98 6442.8 25.82 3388.640.17 159.91 129.2731.96 0.20562841.670 Butt650.1875 32.313-12 0.00 23.752,384 115.5073.83 19.40 2556.3 14.23 1008.143.51 172.37 126.6731.26 0.205628Shaft Weight 11,486

(ft) No Ice

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

DistanceFrom Face(ft)VertEccQty

Attach

Andrew ETW200VS12UB115.00 11.00 0.470 0.500.0000.0003Ericsson AIR 21 (54" Height)115.00 90.40 5.800 0.711.0000.0003Ericsson AIR-32 B2A/B66Aa115.00 132.20 6.510 0.711.0000.0003Ericsson AIR-32 B2A/B66Aa115.00 132.20 6.510 0.711.0000.0001Ericsson RRUS 11 B12115.00 50.70 2.790 0.501.0000.0003Flat Platform w/ Handrails115.00 2000.00 42.400 1.000.0000.0001RFS APXVFW24-C-A20115.00 73.00 11.310 0.711.0000.00031' HP Dish114.00 20.00 0.990 1.000.0000.00016.75" x 4.7" Radio114.00 7.00 0.310 0.500.0000.0001Alcatel-Lucent B25 RRH4x30-4R108.00 51.00 2.140 0.500.0000.0003Alcatel-Lucent RRH4X25-WCS108.00 70.00 3.160 0.500.0000.0003Commscope SBJAH4-1D65C-DL108.00 74.30 12.860 0.690.0000.0003Flat Platform w/ Handrails108.00 2000.00 42.400 1.000.0000.0001Hoffman AHE10X10X6108.00 30.00 0.970 0.670.0000.0006Kathrein Scala 800 10121108.00 46.30 5.160 0.680.0000.0003Kathrein Scala 80010966108.00 114.60 17.360 0.630.0000.0003Nokia Airscale Dual RRH 4T4R B108.00 77.20 2.230 0.500.0000.0003Nokia B66a RRH4x45 (UHIE)108.00 56.80 2.540 0.500.0000.0003Powerwave Allgon LGP13519108.00 5.30 0.340 0.500.0000.0006Powerwave Allgon LGP21401108.00 14.10 1.100 0.500.0000.0006Raycap DC6-48-60-18-8F (23.5" 108.00 20.00 1.110 1.000.0000.000212" x 12" Junction Box100.00 10.00 1.200 0.500.0000.00016.75" x 4.7" Radio100.00 7.00 0.310 0.500.0000.0003Alcatel-Lucent 2X50W RRH (19.7100.00 53.00 2.130 0.500.0000.0003Alcatel-Lucent 800MHz RRH and 100.00 64.00 1.810 0.500.0000.0003Alcatel-Lucent 9442 RRH2x40-100.00 49.00 2.500 0.500.0000.0003Alcatel-Lucent TD-RRH8x20-25 w100.00 70.00 4.050 0.500.0000.0003Andrew VHLP2100.00 27.00 4.690 1.001.0000.0003Argus LLPX310R100.00 28.60 4.290 0.631.0000.0003Commscope DT465B-2XR100.00 58.00 9.100 0.690.0000.0003Flat Platform w/ Handrails100.00 2000.00 42.400 1.000.0000.0001RFS APXVSPP18-C-A20100.00 57.00 8.020 0.690.0000.0003RFS SBX2-107AC100.00 26.50 5.400 1.001.0000.0001RFS SCX2-220AB100.00 22.00 4.800 0.901.0000.0001Samsung 2.5GHz nRRHv2100.00 50.70 2.500 0.500.0000.0003 10489.5035Num Loadings:Totals 95Linear Appurtenance Properties

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

ElevFrom(ft) (ft)ToElev

0.00 N1.00 N1.54 T-Mobile0.00 115.00 1 1/4" Hybriflex10.00 N0.82 N1.98 T-Mobile0.00 115.00 1 5/8" Coax120.00 N1.30 N1.98 T-Mobile0.00 115.00 1 5/8" Hybriflex Cable1

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Site Number:7/2/2018 11:37:43 AM



Customer: AT&T MOBILITY0.00 N1.30 N1.98 T-Mobile0.00 115.00 1 5/8" Hybriflex Cable10.00 N0.07 N0.41 Unknown0.00 114.00 0.41" (10.3mm) LMR-10.00 N0.09 N0.41 AT&T Mobility0.00 108.00 0.41" (10.3mm) Fiber20.00 N0.59 N0.78 AT&T Mobility0.00 108.00 0.78" (19.7mm) 8 AWG 4 0.00 N0.23 N0.38 AT&T Mobility0.00 108.00 3/8" RET Control Cable32.18 Y0.33 N1.09 AT&T Mobility0.00 108.00 7/8" Coax120.00 N1.00 N1.54 Sprint Nextel0.00 100.00 1 1/4" Hybriflex Cable40.00 Y0.15 N0.63 Sprint Nextel0.00 100.00 1/2" Coax5 2.38 Y3.65 N2.38 Sprint Nextel0.00 100.00 2" conduit20.00 N0.05 N0.31 Sprint Nextel0.00 100.00 5/16" (0.31"-7.9mm) 3

Page: 3

Site Number:7/2/2018 11:37:43 AM




(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 0.3125 47.500 152.0038.0513,495.047.482 0.063.2 548.8 0.05.00 0.3125 46.472 148.7137.1712,632.046.448 799.164.2 525.1 0.010.00 0.3125 45.444 145.4236.2911,806.645.413 781.565.1 501.9 0.015.00 0.3125 44.416 142.1335.4011,017.944.379 763.966.1 479.2 0.020.00 0.3125 43.387 138.8434.5210,265.243.344 746.367.1 457.1 0.025.00 0.3125 42.359 135.5533.649,547.542.310 728.768.0 435.4 0.030.00 0.3125 41.331 132.2632.768,864.141.275 711.069.0 414.3 0.035.00 0.3125 40.303 128.9731.888,214.240.240 693.469.9 393.7 0.0Top - Section 136.58 0.3125 39.978 127.9331.608,015.639.914 215.570.3 387.3 0.0Bot - Section 236.58 0.2500 39.978 159.9140.176,442.831.981 60.9 311.3 0.040.00 0.2500 39.275 157.1039.426,106.731.415 368.961.7 300.4 0.045.00 0.2500 38.247 152.9938.315,636.730.587 527.562.9 284.7 0.050.00 0.2500 37.219 148.8737.215,191.429.760 513.464.1 269.5 0.055.00 0.2500 36.190 144.7636.114,770.228.932 499.365.3 254.6 0.060.00 0.2500 35.162 140.6535.014,372.428.104 485.266.5 240.2 0.065.00 0.2500 34.134 136.5433.913,997.427.277 471.167.7 226.2 0.070.00 0.2500 33.106 132.4232.803,644.426.449 457.068.9 212.7 0.0Top - Section 273.83 0.2500 32.319 129.2731.963,388.625.815 340.669.9 202.6 0.0Bot - Section 373.83 0.1875 32.319 172.3743.512,556.319.399 57.3 152.8 0.075.00 0.1875 32.078 171.0843.162,499.319.254 76.957.6 150.5 0.080.00 0.1875 31.050 165.6041.692,265.318.633 322.359.2 140.9 0.085.00 0.1875 30.022 160.1240.222,046.418.012 311.760.8 131.7 0.090.00 0.1875 28.994 154.6338.751,842.017.392 301.262.4 122.7 0.095.00 0.1875 27.965 149.1537.281,651.716.771 290.664.1 114.1 0.0100.0 0.1875 26.937 143.6735.821,475.016.150 280.165.7 105.8 0.0105.0 0.1875 25.909 138.1834.351,311.415.529 269.567.3 97.8 0.0108.0 0.1875 25.292 134.8933.461,219.315.157 156.668.2 93.1 0.0110.0 0.1875 24.881 132.7032.881,160.314.909 102.368.9 90.1 0.0114.0 0.1875 24.058 128.3131.701,048.214.412 199.570.1 84.2 0.0115.0 0.1875 23.853 127.2231.411,021.414.288 48.870.5 82.7 0.0115.5 0.1875 23.750 126.6731.261,008.114.226 24.370.6 82.0 0.011,486.1

Page: 4

Site Number:7/2/2018 11:37:43 AM




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

22 IterationsWind Importance Factor :1.00

90 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

0.00 245.9 0.0 0.0 0.0 245.9 0.0 0.0 0.05.00 486.5 958.9 0.0 197.4 486.5 1,156.3 0.0 0.010.00 475.7 937.7 0.0 197.4 475.7 1,135.1 0.0 0.015.00 465.2 916.6 0.0 197.4 465.2 1,114.0 0.0 0.020.00 456.3 895.5 0.0 197.4 456.3 1,092.9 0.0 0.025.00 448.8 874.4 0.0 197.4 448.8 1,071.8 0.0 0.030.00 446.5 853.3 0.0 197.4 446.5 1,050.7 0.0 0.035.00 295.9 832.1 0.0 197.4 295.9 1,029.5 0.0 0.036.58 229.3Top - Section 1 258.6 0.0 62.4 229.3 320.9 0.0 0.040.00 390.8 442.7 0.0 135.0 390.8 577.7 0.0 0.045.00 470.2 632.9 0.0 197.4 470.2 830.3 0.0 0.050.00 475.9 616.0 0.0 197.4 475.9 813.4 0.0 0.055.00 480.1 599.1 0.0 197.4 480.1 796.5 0.0 0.060.00 483.0 582.2 0.0 197.4 483.0 779.6 0.0 0.065.00 484.8 565.3 0.0 197.4 484.8 762.7 0.0 0.070.00 428.8 548.5 0.0 197.4 428.8 745.9 0.0 0.073.83 242.9Top - Section 2 408.7 0.0 151.2 242.9 559.9 0.0 0.075.00 299.4 92.3 0.0 46.2 299.4 138.5 0.0 0.080.00 484.5 386.8 0.0 197.4 484.5 584.2 0.0 0.085.00 482.9 374.1 0.0 197.4 482.9 571.5 0.0 0.090.00 480.5 361.4 0.0 197.4 480.5 558.8 0.0 0.095.00 477.5 348.7 0.0 197.4 477.5 546.1 0.0 0.0100.00 434.6Appurtenance(s) 336.1 3,917.8 0.0 1,026.4 4,141.7 0.0 197.4 4,352.4 4,675.1 0.0 0.0105.00 312.2 323.4 0.0 124.2 312.2 447.6 0.0 0.0108.00 191.6Appurtenance(s) 188.0 3,993.7 0.0 0.0 4,568.4 0.0 74.5 4,185.3 4,830.9 0.0 0.0110.00 225.4 122.8 0.0 32.4 225.4 155.2 0.0 0.0114.00 186.2Appurtenance(s) 239.5 40.7 0.0 0.0 32.4 0.0 64.8 227.0 336.7 0.0 0.0115.00 55.1Appurtenance(s) 58.6 3,115.7 0.0 1,584.9 3,844.9 0.0 16.1 3,170.8 3,919.6 0.0 0.0115.50 18.3 29.1 0.0 0.0 18.3 29.1 0.0 0.0Totals: 21,722.8 30,630.8 0.00 0.00

Page: 5

Site Number:7/2/2018 11:37:47 AM






90 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 -30.59 -21.53 -1,864.580.00 0.00 1,864.58 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.7285.00 -29.37 -21.14 -1,756.930.00 0.00 1,756.93 2,682.85 1,341.42 2,527.575,117.97 0.10 -0.19 0.70610.00 -28.17 -20.75 -1,651.240.00 0.00 1,651.24 2,662.39 1,331.19 2,452.054,965.05 0.41 -0.38 0.68415.00 -26.99 -20.37 -1,547.480.00 0.00 1,547.48 2,640.14 1,320.07 2,375.794,810.63 0.91 -0.58 0.66220.00 -25.83 -19.99 -1,445.650.00 0.00 1,445.65 2,616.10 1,308.05 2,298.894,654.92 1.62 -0.77 0.63925.00 -24.70 -19.61 -1,345.710.00 0.00 1,345.71 2,590.27 1,295.13 2,221.474,498.15 2.53 -0.96 0.61630.00 -23.59 -19.22 -1,247.690.00 0.00 1,247.69 2,562.65 1,281.32 2,143.644,340.57 3.64 -1.16 0.59135.00 -22.53 -18.95 -1,151.600.00 0.00 1,151.60 2,533.23 1,266.62 2,065.534,182.39 4.95 -1.35 0.56736.58 -22.18 -18.75 -1,121.660.00 0.00 1,121.66 2,523.57 1,261.78 2,040.804,132.32 5.41 -1.41 0.55936.58 -22.18 -18.75 -1,121.660.00 0.00 1,121.66 1,753.01 876.51 1,422.122,879.59 5.41 -1.41 0.80240.00 -21.56 -18.42 -1,057.530.00 0.00 1,057.53 1,745.22 872.61 1,390.592,815.74 6.47 -1.54 0.77345.00 -20.67 -18.01 -965.460.00 0.00 965.46 1,732.33 866.17 1,343.722,720.83 8.21 -1.78 0.73150.00 -19.80 -17.58 -875.430.00 0.00 875.43 1,717.65 858.82 1,296.042,624.29 10.20 -2.01 0.68755.00 -18.95 -17.15 -787.520.00 0.00 787.52 1,701.17 850.59 1,247.672,526.35 12.43 -2.24 0.64360.00 -18.13 -16.70 -701.780.00 0.00 701.78 1,682.91 841.45 1,198.722,427.24 14.89 -2.46 0.59765.00 -17.33 -16.25 -618.270.00 0.00 618.27 1,662.85 831.43 1,149.312,327.18 17.58 -2.67 0.54970.00 -16.56 -15.83 -537.030.00 0.00 537.03 1,641.00 820.50 1,099.542,226.41 20.50 -2.88 0.49973.83 -15.98 -15.59 -476.390.00 0.00 476.39 1,623.06 811.53 1,061.252,148.89 22.87 -3.03 0.45973.83 -15.98 -15.59 -476.390.00 0.00 476.39 999.80 499.90 656.281,328.87 22.87 -3.03 0.74375.00 -15.82 -15.32 -458.140.00 0.00 458.14 998.81 499.41 650.691,317.56 23.62 -3.08 0.72180.00 -15.21 -14.87 -381.520.00 0.00 381.52 993.49 496.74 626.241,268.04 26.97 -3.32 0.62585.00 -14.62 -14.40 -307.180.00 0.00 307.18 986.37 493.18 600.911,216.76 30.56 -3.53 0.52790.00 -14.05 -13.93 -235.160.00 0.00 235.16 977.46 488.73 574.831,163.95 34.37 -3.72 0.42495.00 -13.50 -13.45 -165.500.00 0.00 165.50 966.76 483.38 548.121,109.86 38.35 -3.88 0.317100.00 -9.12 -8.80 -97.220.00 0.00 97.22 954.27 477.13 520.881,054.70 42.47 -3.99 0.197105.00 -8.69 -8.47 -53.210.00 0.00 53.21 939.99 469.99 493.22998.71 46.69 -4.06 0.117108.00 -4.17 -3.95 -27.810.00 0.00 27.81 930.56 465.28 476.48964.81 49.25 -4.09 0.063110.00 -4.03 -3.71 -19.920.00 0.00 19.92 923.92 461.96 465.27942.11 50.97 -4.10 0.047114.00 -3.71 -3.46 -5.060.00 0.00 5.06 909.77 454.88 442.77896.55 54.40 -4.11 0.016115.00 -0.03 -0.02 -0.010.00 0.00 0.01 906.05 453.03 437.14885.14 55.27 -4.11 0.000115.50 0.00 -0.02 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 55.70 -4.11 0.000

Page: 6

Site Number:7/2/2018 11:37:47 AM






90 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

0.00 245.9 0.0 0.0 0.0 245.9 0.0 0.0 0.05.00 486.5 719.2 0.0 148.0 486.5 867.2 0.0 0.010.00 475.7 703.3 0.0 148.0 475.7 851.4 0.0 0.015.00 465.0 687.5 0.0 148.0 465.0 835.5 0.0 0.020.00 454.2 671.6 0.0 148.0 454.2 819.7 0.0 0.025.00 443.5 655.8 0.0 148.0 443.5 803.8 0.0 0.030.00 437.8 639.9 0.0 148.0 437.8 788.0 0.0 0.035.00 288.7 624.1 0.0 148.0 288.7 772.2 0.0 0.036.58 222.1Top - Section 1 193.9 0.0 46.8 222.1 240.7 0.0 0.040.00 376.6 332.0 0.0 101.3 376.6 433.3 0.0 0.045.00 449.7 474.7 0.0 148.0 449.7 622.8 0.0 0.050.00 451.0 462.0 0.0 148.0 451.0 610.1 0.0 0.055.00 450.7 449.4 0.0 148.0 450.7 597.4 0.0 0.060.00 449.0 436.7 0.0 148.0 449.0 584.7 0.0 0.065.00 445.9 424.0 0.0 148.0 445.9 572.1 0.0 0.070.00 390.6 411.3 0.0 148.0 390.6 559.4 0.0 0.073.83 219.7Top - Section 2 306.5 0.0 113.4 219.7 419.9 0.0 0.075.00 268.0 69.2 0.0 34.6 268.0 103.9 0.0 0.080.00 430.5 290.1 0.0 148.0 430.5 438.1 0.0 0.085.00 423.5 280.6 0.0 148.0 423.5 428.6 0.0 0.090.00 415.7 271.1 0.0 148.0 415.7 419.1 0.0 0.095.00 407.2 261.6 0.0 148.0 407.2 409.6 0.0 0.0100.00 398.0Appurtenance(s) 252.1 3,917.8 0.0 1,026.4 3,106.3 0.0 148.0 4,315.9 3,506.4 0.0 0.0105.00 312.2 242.5 0.0 93.1 312.2 335.7 0.0 0.0108.00 191.6Appurtenance(s) 141.0 3,993.7 0.0 0.0 3,426.3 0.0 55.9 4,185.3 3,623.2 0.0 0.0110.00 225.4 92.1 0.0 24.3 225.4 116.4 0.0 0.0114.00 186.2Appurtenance(s) 179.6 40.7 0.0 0.0 24.3 0.0 48.6 227.0 252.5 0.0 0.0115.00 55.1Appurtenance(s) 43.9 3,115.7 0.0 1,584.9 2,883.7 0.0 12.1 3,170.8 2,939.7 0.0 0.0115.50 18.3 21.8 0.0 0.0 18.3 21.8 0.0 0.0Totals: 21,152.5 22,973.1 0.00 0.00

Page: 7

Site Number:7/2/2018 11:37:51 AM











0.00 -22.94 -20.94 -1,802.500.00 0.00 1,802.50 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.7015.00 -22.01 -20.53 -1,697.780.00 0.00 1,697.78 2,682.85 1,341.42 2,527.575,117.97 0.10 -0.18 0.68010.00 -21.09 -20.12 -1,595.140.00 0.00 1,595.14 2,662.39 1,331.19 2,452.054,965.05 0.39 -0.37 0.65915.00 -20.20 -19.71 -1,494.560.00 0.00 1,494.56 2,640.14 1,320.07 2,375.794,810.63 0.88 -0.56 0.63720.00 -19.32 -19.31 -1,396.010.00 0.00 1,396.01 2,616.10 1,308.05 2,298.894,654.92 1.56 -0.74 0.61525.00 -18.46 -18.91 -1,299.470.00 0.00 1,299.47 2,590.27 1,295.13 2,221.474,498.15 2.44 -0.93 0.59230.00 -17.62 -18.52 -1,204.890.00 0.00 1,204.89 2,562.65 1,281.32 2,143.644,340.57 3.52 -1.12 0.56935.00 -16.82 -18.25 -1,112.290.00 0.00 1,112.29 2,533.23 1,266.62 2,065.534,182.39 4.78 -1.30 0.54536.58 -16.55 -18.05 -1,083.460.00 0.00 1,083.46 2,523.57 1,261.78 2,040.804,132.32 5.23 -1.36 0.53836.58 -16.55 -18.05 -1,083.460.00 0.00 1,083.46 1,753.01 876.51 1,422.122,879.59 5.23 -1.36 0.77240.00 -16.07 -17.71 -1,021.730.00 0.00 1,021.73 1,745.22 872.61 1,390.592,815.74 6.25 -1.49 0.74445.00 -15.39 -17.31 -933.160.00 0.00 933.16 1,732.33 866.17 1,343.722,720.83 7.93 -1.72 0.70450.00 -14.73 -16.89 -846.620.00 0.00 846.62 1,717.65 858.82 1,296.042,624.29 9.85 -1.94 0.66255.00 -14.09 -16.48 -762.150.00 0.00 762.15 1,701.17 850.59 1,247.672,526.35 12.00 -2.16 0.62060.00 -13.46 -16.05 -679.760.00 0.00 679.76 1,682.91 841.45 1,198.722,427.24 14.39 -2.38 0.57565.00 -12.86 -15.63 -599.490.00 0.00 599.49 1,662.85 831.43 1,149.312,327.18 16.99 -2.59 0.53070.00 -12.27 -15.25 -521.340.00 0.00 521.34 1,641.00 820.50 1,099.542,226.41 19.80 -2.78 0.48273.83 -11.84 -15.03 -462.930.00 0.00 462.93 1,623.06 811.53 1,061.252,148.89 22.10 -2.93 0.44473.83 -11.84 -15.03 -462.930.00 0.00 462.93 999.80 499.90 656.281,328.87 22.10 -2.93 0.71875.00 -11.71 -14.79 -445.350.00 0.00 445.35 998.81 499.41 650.691,317.56 22.82 -2.98 0.69780.00 -11.24 -14.38 -371.420.00 0.00 371.42 993.49 496.74 626.241,268.04 26.07 -3.21 0.60585.00 -10.79 -13.97 -299.540.00 0.00 299.54 986.37 493.18 600.911,216.76 29.54 -3.42 0.51090.00 -10.36 -13.56 -229.710.00 0.00 229.71 977.46 488.73 574.831,163.95 33.23 -3.60 0.41195.00 -9.94 -13.15 -161.930.00 0.00 161.93 966.76 483.38 548.121,109.86 37.08 -3.75 0.306100.00 -6.72 -8.62 -95.180.00 0.00 95.18 954.27 477.13 520.881,054.70 41.08 -3.87 0.190105.00 -6.40 -8.29 -52.090.00 0.00 52.09 939.99 469.99 493.22998.71 45.17 -3.94 0.113108.00 -3.07 -3.86 -27.230.00 0.00 27.23 930.56 465.28 476.48964.81 47.65 -3.96 0.061110.00 -2.97 -3.63 -19.510.00 0.00 19.51 923.92 461.96 465.27942.11 49.31 -3.97 0.045114.00 -2.73 -3.39 -4.980.00 0.00 4.98 909.77 454.88 442.77896.55 52.64 -3.99 0.014115.00 -0.02 -0.02 -0.010.00 0.00 0.01 906.05 453.03 437.14885.14 53.48 -3.99 0.000115.50 0.00 -0.02 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 53.90 -3.99 0.000

Page: 8

Site Number:7/2/2018 11:37:52 AM




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

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

40 mph with 0.75 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 38.2 0.0 0.0 0.0 38.2 0.0 0.0 0.05.00 75.7 1,316.4 0.0 328.1 75.7 1,644.5 0.0 0.010.00 74.5 1,329.2 0.0 345.1 74.5 1,674.4 0.0 0.015.00 73.0 1,320.1 0.0 354.0 73.0 1,674.1 0.0 0.020.00 71.6 1,303.8 0.0 360.1 71.6 1,664.0 0.0 0.025.00 70.1 1,283.8 0.0 364.9 70.1 1,648.8 0.0 0.030.00 69.4 1,261.4 0.0 368.9 69.4 1,630.3 0.0 0.035.00 45.8 1,237.4 0.0 372.3 45.8 1,609.7 0.0 0.036.58 35.3Top - Section 1 386.9 0.0 118.3 35.3 505.2 0.0 0.040.00 60.0 717.7 0.0 257.0 60.0 974.7 0.0 0.045.00 71.8 1,029.2 0.0 377.9 71.8 1,407.0 0.0 0.050.00 72.2 1,006.5 0.0 380.2 72.2 1,386.7 0.0 0.055.00 72.4 983.2 0.0 382.4 72.4 1,365.6 0.0 0.060.00 72.3 959.4 0.0 384.4 72.3 1,343.8 0.0 0.065.00 72.1 935.1 0.0 386.3 72.1 1,321.4 0.0 0.070.00 63.3 910.5 0.0 388.0 63.3 1,298.5 0.0 0.073.83 35.7Top - Section 2 681.5 0.0 298.3 35.7 979.8 0.0 0.075.00 43.7 175.4 0.0 91.3 43.7 266.7 0.0 0.080.00 70.3 732.3 0.0 391.2 70.3 1,123.4 0.0 0.085.00 69.4 710.9 0.0 392.6 69.4 1,103.5 0.0 0.090.00 68.4 689.3 0.0 394.0 68.4 1,083.3 0.0 0.095.00 67.3 667.5 0.0 395.3 67.3 1,062.8 0.0 0.0100.00 66.1Appurtenance(s) 645.4 634.1 0.0 157.5 8,203.0 0.0 396.6 700.2 9,245.0 0.0 0.0105.00 52.0 623.2 0.0 232.8 52.0 856.1 0.0 0.0108.00 32.0Appurtenance(s) 364.5 658.1 0.0 0.0 8,976.2 0.0 140.0 690.1 9,480.7 0.0 0.0110.00 37.8 239.0 0.0 32.4 37.8 271.4 0.0 0.0114.00 31.3Appurtenance(s) 465.3 8.0 0.0 0.0 66.6 0.0 64.8 39.3 596.8 0.0 0.0115.00 9.3Appurtenance(s) 114.7 523.8 0.0 245.3 7,329.8 0.0 16.1 533.1 7,460.7 0.0 0.0115.50 3.1 57.1 0.0 0.0 3.1 57.1 0.0 0.0Totals: 3,448.04 54,735.9 0.00 0.00

Page: 9

Site Number:7/2/2018 11:37:56 AM











0.00 -54.73 -3.43 -311.580.00 0.00 311.58 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.1405.00 -53.09 -3.38 -294.460.00 0.00 294.46 2,682.85 1,341.42 2,527.575,117.97 0.02 -0.03 0.13610.00 -51.41 -3.33 -277.560.00 0.00 277.56 2,662.39 1,331.19 2,452.054,965.05 0.07 -0.06 0.13315.00 -49.74 -3.28 -260.900.00 0.00 260.90 2,640.14 1,320.07 2,375.794,810.63 0.15 -0.10 0.12920.00 -48.07 -3.24 -244.480.00 0.00 244.48 2,616.10 1,308.05 2,298.894,654.92 0.27 -0.13 0.12525.00 -46.42 -3.19 -228.300.00 0.00 228.30 2,590.27 1,295.13 2,221.474,498.15 0.42 -0.16 0.12130.00 -44.79 -3.14 -212.350.00 0.00 212.35 2,562.65 1,281.32 2,143.644,340.57 0.61 -0.19 0.11735.00 -43.18 -3.11 -196.650.00 0.00 196.65 2,533.23 1,266.62 2,065.534,182.39 0.83 -0.23 0.11236.58 -42.67 -3.08 -191.740.00 0.00 191.74 2,523.57 1,261.78 2,040.804,132.32 0.91 -0.24 0.11136.58 -42.67 -3.08 -191.740.00 0.00 191.74 1,753.01 876.51 1,422.122,879.59 0.91 -0.24 0.15940.00 -41.70 -3.04 -181.200.00 0.00 181.20 1,745.22 872.61 1,390.592,815.74 1.09 -0.26 0.15445.00 -40.29 -2.99 -166.010.00 0.00 166.01 1,732.33 866.17 1,343.722,720.83 1.38 -0.30 0.14750.00 -38.90 -2.94 -151.070.00 0.00 151.07 1,717.65 858.82 1,296.042,624.29 1.72 -0.34 0.13955.00 -37.53 -2.88 -136.390.00 0.00 136.39 1,701.17 850.59 1,247.672,526.35 2.10 -0.38 0.13160.00 -36.19 -2.82 -121.990.00 0.00 121.99 1,682.91 841.45 1,198.722,427.24 2.52 -0.42 0.12365.00 -34.86 -2.76 -107.880.00 0.00 107.88 1,662.85 831.43 1,149.312,327.18 2.98 -0.46 0.11570.00 -33.56 -2.71 -94.060.00 0.00 94.06 1,641.00 820.50 1,099.542,226.41 3.48 -0.49 0.10673.83 -32.58 -2.67 -83.700.00 0.00 83.70 1,623.06 811.53 1,061.252,148.89 3.88 -0.52 0.09973.83 -32.58 -2.67 -83.700.00 0.00 83.70 999.80 499.90 656.281,328.87 3.88 -0.52 0.16075.00 -32.32 -2.64 -80.570.00 0.00 80.57 998.81 499.41 650.691,317.56 4.01 -0.53 0.15680.00 -31.19 -2.58 -67.370.00 0.00 67.37 993.49 496.74 626.241,268.04 4.59 -0.57 0.13985.00 -30.09 -2.52 -54.460.00 0.00 54.46 986.37 493.18 600.911,216.76 5.20 -0.61 0.12190.00 -29.00 -2.46 -41.860.00 0.00 41.86 977.46 488.73 574.831,163.95 5.86 -0.64 0.10395.00 -27.94 -2.39 -29.590.00 0.00 29.59 966.76 483.38 548.121,109.86 6.55 -0.67 0.083100.00 -18.70 -1.58 -17.500.00 0.00 17.50 954.27 477.13 520.881,054.70 7.26 -0.69 0.053105.00 -17.85 -1.52 -9.580.00 0.00 9.58 939.99 469.99 493.22998.71 7.99 -0.70 0.038108.00 -8.38 -0.72 -5.010.00 0.00 5.01 930.56 465.28 476.48964.81 8.43 -0.71 0.020110.00 -8.11 -0.68 -3.580.00 0.00 3.58 923.92 461.96 465.27942.11 8.73 -0.71 0.016114.00 -7.51 -0.63 -0.880.00 0.00 0.88 909.77 454.88 442.77896.55 9.32 -0.71 0.010115.00 -0.06 0.00 0.000.00 0.00 0.00 906.05 453.03 437.14885.14 9.47 -0.71 0.000115.50 0.00 0.00 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 9.55 -0.71 0.000

Page: 10

Site Number:7/2/2018 11:37:56 AM






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 68.3 0.0 0.0 0.0 68.3 0.0 0.0 0.05.00 135.1 799.1 0.0 164.5 135.1 963.6 0.0 0.010.00 132.2 781.5 0.0 164.5 132.2 946.0 0.0 0.015.00 129.2 763.9 0.0 164.5 129.2 928.4 0.0 0.020.00 126.2 746.3 0.0 164.5 126.2 910.8 0.0 0.025.00 123.2 728.7 0.0 164.5 123.2 893.2 0.0 0.030.00 121.6 711.0 0.0 164.5 121.6 875.5 0.0 0.035.00 80.2 693.4 0.0 164.5 80.2 857.9 0.0 0.036.58 61.7Top - Section 1 215.5 0.0 52.0 61.7 267.5 0.0 0.040.00 104.6 368.9 0.0 112.5 104.6 481.4 0.0 0.045.00 124.9 527.5 0.0 164.5 124.9 692.0 0.0 0.050.00 125.3 513.4 0.0 164.5 125.3 677.9 0.0 0.055.00 125.2 499.3 0.0 164.5 125.2 663.8 0.0 0.060.00 124.7 485.2 0.0 164.5 124.7 649.7 0.0 0.065.00 123.9 471.1 0.0 164.5 123.9 635.6 0.0 0.070.00 108.5 457.0 0.0 164.5 108.5 621.5 0.0 0.073.83 61.0Top - Section 2 340.6 0.0 126.0 61.0 466.6 0.0 0.075.00 74.5 76.9 0.0 38.5 74.5 115.4 0.0 0.080.00 119.6 322.3 0.0 164.5 119.6 486.8 0.0 0.085.00 117.6 311.7 0.0 164.5 117.6 476.2 0.0 0.090.00 115.5 301.2 0.0 164.5 115.5 465.7 0.0 0.095.00 113.1 290.6 0.0 164.5 113.1 455.1 0.0 0.0100.00 110.6Appurtenance(s) 280.1 1,088.3 0.0 285.1 3,451.4 0.0 164.5 1,198.9 3,896.0 0.0 0.0105.00 86.7 269.5 0.0 103.5 86.7 373.0 0.0 0.0108.00 53.2Appurtenance(s) 156.6 1,109.4 0.0 0.0 3,807.0 0.0 62.1 1,162.6 4,025.7 0.0 0.0110.00 62.6 102.3 0.0 27.0 62.6 129.3 0.0 0.0114.00 51.7Appurtenance(s) 199.5 11.3 0.0 0.0 27.0 0.0 54.0 63.0 280.6 0.0 0.0115.00 15.3Appurtenance(s) 48.8 865.5 0.0 440.3 3,204.1 0.0 13.4 880.8 3,266.4 0.0 0.0115.50 5.1 24.3 0.0 0.0 5.1 24.3 0.0 0.0Totals: 5,875.70 25,525.6 0.00 0.00

Page: 11

Site Number:7/2/2018 11:38:00 AM











0.00 -25.52 -5.82 -502.750.00 0.00 502.75 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.2035.00 -24.55 -5.71 -473.650.00 0.00 473.65 2,682.85 1,341.42 2,527.575,117.97 0.03 -0.05 0.19710.00 -23.60 -5.59 -445.130.00 0.00 445.13 2,662.39 1,331.19 2,452.054,965.05 0.11 -0.10 0.19015.00 -22.67 -5.48 -417.160.00 0.00 417.16 2,640.14 1,320.07 2,375.794,810.63 0.25 -0.16 0.18420.00 -21.76 -5.37 -389.750.00 0.00 389.75 2,616.10 1,308.05 2,298.894,654.92 0.44 -0.21 0.17825.00 -20.86 -5.27 -362.880.00 0.00 362.88 2,590.27 1,295.13 2,221.474,498.15 0.68 -0.26 0.17130.00 -19.98 -5.16 -336.560.00 0.00 336.56 2,562.65 1,281.32 2,143.644,340.57 0.98 -0.31 0.16535.00 -19.12 -5.08 -310.770.00 0.00 310.77 2,533.23 1,266.62 2,065.534,182.39 1.34 -0.36 0.15836.58 -18.85 -5.03 -302.740.00 0.00 302.74 2,523.57 1,261.78 2,040.804,132.32 1.46 -0.38 0.15636.58 -18.85 -5.03 -302.740.00 0.00 302.74 1,753.01 876.51 1,422.122,879.59 1.46 -0.38 0.22440.00 -18.36 -4.94 -285.540.00 0.00 285.54 1,745.22 872.61 1,390.592,815.74 1.74 -0.42 0.21645.00 -17.67 -4.83 -260.850.00 0.00 260.85 1,732.33 866.17 1,343.722,720.83 2.21 -0.48 0.20450.00 -16.99 -4.71 -236.720.00 0.00 236.72 1,717.65 858.82 1,296.042,624.29 2.75 -0.54 0.19355.00 -16.32 -4.60 -213.160.00 0.00 213.16 1,701.17 850.59 1,247.672,526.35 3.35 -0.60 0.18060.00 -15.67 -4.48 -190.160.00 0.00 190.16 1,682.91 841.45 1,198.722,427.24 4.02 -0.66 0.16865.00 -15.03 -4.37 -167.750.00 0.00 167.75 1,662.85 831.43 1,149.312,327.18 4.74 -0.72 0.15570.00 -14.40 -4.26 -145.910.00 0.00 145.91 1,641.00 820.50 1,099.542,226.41 5.53 -0.78 0.14273.83 -13.94 -4.20 -129.590.00 0.00 129.59 1,623.06 811.53 1,061.252,148.89 6.17 -0.82 0.13173.83 -13.94 -4.20 -129.590.00 0.00 129.59 999.80 499.90 656.281,328.87 6.17 -0.82 0.21175.00 -13.82 -4.13 -124.670.00 0.00 124.67 998.81 499.41 650.691,317.56 6.38 -0.83 0.20680.00 -13.33 -4.02 -104.000.00 0.00 104.00 993.49 496.74 626.241,268.04 7.28 -0.90 0.18085.00 -12.85 -3.91 -83.890.00 0.00 83.89 986.37 493.18 600.911,216.76 8.25 -0.96 0.15390.00 -12.38 -3.80 -64.350.00 0.00 64.35 977.46 488.73 574.831,163.95 9.28 -1.01 0.12595.00 -11.93 -3.68 -45.370.00 0.00 45.37 966.76 483.38 548.121,109.86 10.36 -1.05 0.095100.00 -8.05 -2.41 -26.670.00 0.00 26.67 954.27 477.13 520.881,054.70 11.48 -1.08 0.060105.00 -7.68 -2.32 -14.600.00 0.00 14.60 939.99 469.99 493.22998.71 12.63 -1.10 0.038108.00 -3.68 -1.08 -7.630.00 0.00 7.63 930.56 465.28 476.48964.81 13.32 -1.11 0.020110.00 -3.55 -1.02 -5.460.00 0.00 5.46 923.92 461.96 465.27942.11 13.78 -1.11 0.016114.00 -3.27 -0.95 -1.390.00 0.00 1.39 909.77 454.88 442.77896.55 14.72 -1.11 0.007115.00 -0.02 -0.01 0.000.00 0.00 0.00 906.05 453.03 437.14885.14 14.95 -1.11 0.000115.50 0.00 -0.01 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 15.07 -1.11 0.000

Page: 12

Site Number:7/2/2018 11:38:00 AM




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):

0.120.05

81.001.602.401.500.130.080.030.030.032.051.001.78

25.530.77

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

28 300.00211224 1115.2527 760.00528362 4114.5026 3110.0181,109254 14112.0025 1590.009539129 7109.0024 2680.014875219 11106.5023 4570.0231,394373 17102.5022 5450.0251,520445 1997.5021 5580.0231,417455 1892.5020 5710.0211,314466 1687.5019 5840.0201,210476 1582.5018 5970.0181,107487 1477.5017 1410.004244115 374.4216 5720.015929467 1271.9215 7620.0181,106622 1467.5014 7790.016986636 1262.5013 7960.014869650 1157.5012 8140.012755664 952.5011 8310.011646678 847.5010 8480.009541692 742.509 5900.005313481 438.298 3280.003154267 235.797 1,0520.007416858 532.506 1,0730.005316876 427.50Page: 13

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITY5 1,0950.004226893 322.504 1,1160.002147911 217.503 1,1380.00183928 112.502 1,1590.00134946 07.501 1,1810.0005964 02.50Andrew ETW200VS12UB 400.00215133 2115.00Ericsson RRUS 11 B12 1860.011697152 9115.00Ericsson AIR 21 (54" 3320.0201,243271 16115.00Ericsson AIR-32 B2A/ 4860.0301,818397 23115.00Ericsson AIR-32 B2A/ 1620.010606132 8115.00RFS APXVFW24-C-A20 2680.0161,004219 13115.00Flat Platform w/ Han 2,4510.1499,1682,000 114115.006.75" x 4.7" Radio 90.001327 0114.001' HP Dish 250.0019020 1114.00Powerwave Allgon LGP 390.00213032 2108.00Hoffman AHE10X10X6 2210.012738180 9108.00Powerwave Allgon LGP 1040.00634785 4108.00Raycap DC6-48-60-18- 490.00316440 2108.00Alcatel-Lucent B25 R 1880.010627153 8108.00Nokia Airscale Dual 2840.015950232 12108.00Nokia B66a RRH4x45 ( 2090.011699170 9108.00Alcatel-Lucent RRH4X 2570.014861210 11108.00Kathrein Scala 800 1 1700.009569139 7108.00Commscope SBJAH4-1D6 2730.015914223 11108.00Kathrein Scala 80010 4210.0231,410344 18108.00Flat Platform w/ Han 2,4510.1348,2002,000 102108.006.75" x 4.7" Radio 260.0017521 1100.0012" x 12" Junction B 120.0013610 0100.00Alcatel-Lucent 800MH 2350.011687192 9100.00Alcatel-Lucent 2X50W 1950.009569159 7100.00Samsung 2.5GHz nRRHv 1860.009544152 7100.00Alcatel-Lucent 9442 1800.009526147 7100.00Alcatel-Lucent TD-RR 2570.012751210 9100.00Argus LLPX310R 1050.00530786 4100.00Andrew VHLP2 990.00529081 4100.00RFS SCX2-220AB 270.0017922 1100.00RFS SBX2-107AC 320.0029526 1100.00RFS APXVSPP18-C-A20 2100.010611171 8100.00Commscope DT465B-2XR 2130.010622174 8100.00Flat Platform w/ Han 2,4510.1167,1522,000 89100.00

25,526 61,407 1.000 766 31,284

Segment (ft)


WC


Vertical Force

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

zvx

28 210.00211224 1115.2527 540.00528362 4114.5026 2220.0181,109254 14112.0025 1130.009539129 7109.0024 1910.014875219 11106.5023 3260.0231,394373 17102.5022 3890.0251,520445 1997.5021 3980.0231,417455 1892.5020 4070.0211,314466 1687.5019 4160.0201,210476 1582.5018 4260.0181,107487 1477.5017 1010.004244115 374.4216 4080.015929467 1271.9215 5430.0181,106622 1467.50

Page: 14

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITY14 5560.016986636 1262.5013 5680.014869650 1157.5012 5800.012755664 952.5011 5930.011646678 847.5010 6050.009541692 742.509 4210.005313481 438.298 2340.003154267 235.797 7500.007416858 532.506 7660.005316876 427.505 7810.004226893 322.504 7960.002147911 217.503 8120.00183928 112.502 8270.00134946 07.501 8430.0005964 02.50Andrew ETW200VS12UB 290.00215133 2115.00Ericsson RRUS 11 B12 1330.011697152 9115.00Ericsson AIR 21 (54" 2370.0201,243271 16115.00Ericsson AIR-32 B2A/ 3470.0301,818397 23115.00Ericsson AIR-32 B2A/ 1160.010606132 8115.00RFS APXVFW24-C-A20 1910.0161,004219 13115.00Flat Platform w/ Han 1,7490.1499,1682,000 114115.006.75" x 4.7" Radio 60.001327 0114.001' HP Dish 170.0019020 1114.00Powerwave Allgon LGP 280.00213032 2108.00Hoffman AHE10X10X6 1570.012738180 9108.00Powerwave Allgon LGP 740.00634785 4108.00Raycap DC6-48-60-18- 350.00316440 2108.00Alcatel-Lucent B25 R 1340.010627153 8108.00Nokia Airscale Dual 2030.015950232 12108.00Nokia B66a RRH4x45 ( 1490.011699170 9108.00Alcatel-Lucent RRH4X 1840.014861210 11108.00Kathrein Scala 800 1 1210.009569139 7108.00Commscope SBJAH4-1D6 1950.015914223 11108.00Kathrein Scala 80010 3010.0231,410344 18108.00Flat Platform w/ Han 1,7490.1348,2002,000 102108.006.75" x 4.7" Radio 180.0017521 1100.0012" x 12" Junction B 90.0013610 0100.00Alcatel-Lucent 800MH 1680.011687192 9100.00Alcatel-Lucent 2X50W 1390.009569159 7100.00Samsung 2.5GHz nRRHv 1330.009544152 7100.00Alcatel-Lucent 9442 1290.009526147 7100.00Alcatel-Lucent TD-RR 1840.012751210 9100.00Argus LLPX310R 750.00530786 4100.00Andrew VHLP2 710.00529081 4100.00RFS SCX2-220AB 190.0017922 1100.00RFS SBX2-107AC 230.0029526 1100.00RFS APXVSPP18-C-A20 1500.010611171 8100.00Commscope DT465B-2XR 1520.010622174 8100.00Flat Platform w/ Han 1,7490.1167,1522,000 89100.00

25,526 61,407 1.000 766 22,320

Page: 15

Site Number:7/2/2018 11:38:00 AM








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

0.00 -30.10 -0.77 0.00 -78.41 0.00 78.41 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0415.00 -28.94 -0.77 0.00 -74.57 0.00 74.57 2,682.85 1,341.42 5,117.97 2,527.57 0.00 -0.01 0.04010.00 -27.81 -0.77 0.00 -70.72 0.00 70.72 2,662.39 1,331.19 4,965.05 2,452.05 0.02 -0.02 0.03915.00 -26.69 -0.77 0.00 -66.85 0.00 66.85 2,640.14 1,320.07 4,810.63 2,375.79 0.04 -0.02 0.03820.00 -25.59 -0.78 0.00 -62.98 0.00 62.98 2,616.10 1,308.05 4,654.92 2,298.89 0.07 -0.03 0.03725.00 -24.52 -0.77 0.00 -59.10 0.00 59.10 2,590.27 1,295.13 4,498.15 2,221.47 0.11 -0.04 0.03630.00 -23.47 -0.77 0.00 -55.23 0.00 55.23 2,562.65 1,281.32 4,340.57 2,143.64 0.16 -0.05 0.03535.00 -23.14 -0.77 0.00 -51.37 0.00 51.37 2,533.23 1,266.62 4,182.39 2,065.53 0.21 -0.06 0.03436.58 -22.55 -0.77 0.00 -50.15 0.00 50.15 2,523.57 1,261.78 4,132.32 2,040.80 0.23 -0.06 0.03436.58 -22.55 -0.77 0.00 -50.15 0.00 50.15 1,753.01 876.51 2,879.59 1,422.12 0.23 -0.06 0.04840.00 -21.70 -0.76 0.00 -47.52 0.00 47.52 1,745.22 872.61 2,815.74 1,390.59 0.28 -0.07 0.04745.00 -20.87 -0.76 0.00 -43.70 0.00 43.70 1,732.33 866.17 2,720.83 1,343.72 0.35 -0.08 0.04550.00 -20.06 -0.75 0.00 -39.90 0.00 39.90 1,717.65 858.82 2,624.29 1,296.04 0.44 -0.09 0.04255.00 -19.26 -0.74 0.00 -36.14 0.00 36.14 1,701.17 850.59 2,526.35 1,247.67 0.54 -0.10 0.04060.00 -18.48 -0.73 0.00 -32.42 0.00 32.42 1,682.91 841.45 2,427.24 1,198.72 0.65 -0.11 0.03865.00 -17.72 -0.72 0.00 -28.75 0.00 28.75 1,662.85 831.43 2,327.18 1,149.31 0.77 -0.12 0.03670.00 -17.15 -0.71 0.00 -25.15 0.00 25.15 1,641.00 820.50 2,226.41 1,099.54 0.90 -0.13 0.03373.83 -17.01 -0.71 0.00 -22.43 0.00 22.43 1,623.06 811.53 2,148.89 1,061.25 1.00 -0.14 0.03273.83 -17.01 -0.71 0.00 -22.43 0.00 22.43 999.80 499.90 1,328.87 656.28 1.00 -0.14 0.05175.00 -16.41 -0.70 0.00 -21.60 0.00 21.60 998.81 499.41 1,317.56 650.69 1.04 -0.14 0.05080.00 -15.83 -0.68 0.00 -18.12 0.00 18.12 993.49 496.74 1,268.04 626.24 1.19 -0.15 0.04585.00 -15.26 -0.67 0.00 -14.71 0.00 14.71 986.37 493.18 1,216.76 600.91 1.35 -0.16 0.04090.00 -14.70 -0.65 0.00 -11.38 0.00 11.38 977.46 488.73 1,163.95 574.83 1.52 -0.17 0.03595.00 -14.15 -0.63 0.00 -8.13 0.00 8.13 966.76 483.38 1,109.86 548.12 1.70 -0.18 0.029100.00 -9.47 -0.45 0.00 -4.97 0.00 4.97 954.27 477.13 1,054.70 520.88 1.89 -0.18 0.019105.00 -9.20 -0.43 0.00 -2.75 0.00 2.75 939.99 469.99 998.71 493.22 2.08 -0.19 0.015108.00 -4.38 -0.22 0.00 -1.44 0.00 1.44 930.56 465.28 964.81 476.48 2.20 -0.19 0.008110.00 -4.07 -0.20 0.00 -1.01 0.00 1.01 923.92 461.96 942.11 465.27 2.28 -0.19 0.007114.00 -3.96 -0.20 0.00 -0.20 0.00 0.20 909.77 454.88 896.55 442.77 2.44 -0.19 0.005115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 2.47 -0.19 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 2.49 -0.19 0.000

Page: 16

Site Number:7/2/2018 11:38:00 AM








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

0.00 -21.48 -0.77 0.00 -77.46 0.00 77.46 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0385.00 -20.65 -0.77 0.00 -73.63 0.00 73.63 2,682.85 1,341.42 5,117.97 2,527.57 0.00 -0.01 0.03710.00 -19.84 -0.77 0.00 -69.79 0.00 69.79 2,662.39 1,331.19 4,965.05 2,452.05 0.02 -0.02 0.03615.00 -19.04 -0.77 0.00 -65.93 0.00 65.93 2,640.14 1,320.07 4,810.63 2,375.79 0.04 -0.02 0.03520.00 -18.26 -0.77 0.00 -62.08 0.00 62.08 2,616.10 1,308.05 4,654.92 2,298.89 0.07 -0.03 0.03425.00 -17.49 -0.77 0.00 -58.23 0.00 58.23 2,590.27 1,295.13 4,498.15 2,221.47 0.11 -0.04 0.03330.00 -16.74 -0.77 0.00 -54.38 0.00 54.38 2,562.65 1,281.32 4,340.57 2,143.64 0.15 -0.05 0.03235.00 -16.51 -0.76 0.00 -50.56 0.00 50.56 2,533.23 1,266.62 4,182.39 2,065.53 0.21 -0.06 0.03136.58 -16.09 -0.76 0.00 -49.35 0.00 49.35 2,523.57 1,261.78 4,132.32 2,040.80 0.23 -0.06 0.03136.58 -16.09 -0.76 0.00 -49.35 0.00 49.35 1,753.01 876.51 2,879.59 1,422.12 0.23 -0.06 0.04440.00 -15.48 -0.76 0.00 -46.74 0.00 46.74 1,745.22 872.61 2,815.74 1,390.59 0.27 -0.07 0.04245.00 -14.89 -0.75 0.00 -42.96 0.00 42.96 1,732.33 866.17 2,720.83 1,343.72 0.35 -0.08 0.04150.00 -14.31 -0.74 0.00 -39.21 0.00 39.21 1,717.65 858.82 2,624.29 1,296.04 0.44 -0.09 0.03955.00 -13.74 -0.73 0.00 -35.50 0.00 35.50 1,701.17 850.59 2,526.35 1,247.67 0.53 -0.10 0.03760.00 -13.19 -0.72 0.00 -31.83 0.00 31.83 1,682.91 841.45 2,427.24 1,198.72 0.64 -0.11 0.03465.00 -12.64 -0.71 0.00 -28.22 0.00 28.22 1,662.85 831.43 2,327.18 1,149.31 0.76 -0.12 0.03270.00 -12.24 -0.70 0.00 -24.67 0.00 24.67 1,641.00 820.50 2,226.41 1,099.54 0.88 -0.13 0.03073.83 -12.13 -0.70 0.00 -21.99 0.00 21.99 1,623.06 811.53 2,148.89 1,061.25 0.99 -0.13 0.02873.83 -12.13 -0.70 0.00 -21.99 0.00 21.99 999.80 499.90 1,328.87 656.28 0.99 -0.13 0.04675.00 -11.71 -0.68 0.00 -21.18 0.00 21.18 998.81 499.41 1,317.56 650.69 1.02 -0.14 0.04480.00 -11.29 -0.67 0.00 -17.76 0.00 17.76 993.49 496.74 1,268.04 626.24 1.17 -0.15 0.04085.00 -10.88 -0.65 0.00 -14.41 0.00 14.41 986.37 493.18 1,216.76 600.91 1.33 -0.16 0.03590.00 -10.49 -0.64 0.00 -11.14 0.00 11.14 977.46 488.73 1,163.95 574.83 1.50 -0.17 0.03095.00 -10.10 -0.62 0.00 -7.96 0.00 7.96 966.76 483.38 1,109.86 548.12 1.68 -0.17 0.025100.00 -6.75 -0.44 0.00 -4.87 0.00 4.87 954.27 477.13 1,054.70 520.88 1.86 -0.18 0.016105.00 -6.56 -0.43 0.00 -2.69 0.00 2.69 939.99 469.99 998.71 493.22 2.05 -0.18 0.012108.00 -3.12 -0.21 0.00 -1.41 0.00 1.41 930.56 465.28 964.81 476.48 2.16 -0.18 0.006110.00 -2.90 -0.20 0.00 -0.99 0.00 0.99 923.92 461.96 942.11 465.27 2.24 -0.18 0.005114.00 -2.82 -0.19 0.00 -0.19 0.00 0.19 909.77 454.88 896.55 442.77 2.40 -0.18 0.004115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 2.44 -0.18 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 2.45 -0.18 0.000

Page: 17

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITYEquivalent 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 0.120.051.001.602.401.500.130.082.051.00

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

28 300.2451.1251.9371.88224 4115.2527 760.2351.0791.8131.85762 10114.5026 3110.2020.9381.4371.777254 34112.0025 1590.1660.7891.0601.683129 14109.0024 2680.1390.6790.8001.607219 20106.5023 4570.1000.5290.4731.488373 25102.5022 5450.0590.3790.1911.347445 1897.5021 5580.0280.2640.0171.212455 992.5020 5710.0060.178-0.0781.085466 287.5019 584-0.0070.114-0.1170.964476 -282.5018 597-0.0120.070-0.1190.851487 -477.5017 141-0.0110.049-0.1090.785115 -174.4216 572-0.0090.037-0.0960.733467 -371.9215 762-0.0030.020-0.0690.646622 -167.5014 7790.0070.010-0.0360.553636 362.5013 7960.0160.006-0.0050.468650 757.5012 8140.0230.0070.0210.390664 1052.5011 8310.0280.0110.0410.320678 1347.5010 8480.0300.0160.0540.256692 1442.509 5900.0300.0220.0620.208481 1038.298 3280.0300.0260.0650.181267 535.797 1,0520.0300.0300.0680.150858 1732.506 1,0730.0280.0360.0710.107876 1727.505 1,0950.0270.0400.0720.072893 1622.504 1,1160.0260.0420.0710.043911 1617.503 1,1380.0230.0390.0650.022928 1512.502 1,1590.0190.0300.0520.008946 127.501 1,1810.0090.0120.0230.001964 62.50Andrew ETW200VS12UB 400.2421.1091.8951.87433 5115.00Ericsson RRUS 11 B12 1860.2421.1091.8951.874152 25115.00Ericsson AIR 21 (54" 3320.2421.1091.8951.874271 44115.00Ericsson AIR-32 B2A/ 4860.2421.1091.8951.874397 64115.00Ericsson AIR-32 B2A/ 1620.2421.1091.8951.874132 21115.00RFS APXVFW24-C-A20 2680.2421.1091.8951.874219 35115.00Page: 18

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITYFlat Platform w/ Han 2,4510.2421.1091.8951.8742,000 323115.006.75" x 4.7" Radio 90.2281.0501.7331.8417 1114.001' HP Dish 250.2281.0501.7331.84120 3114.00Powerwave Allgon LGP 390.1550.7440.9501.65332 3108.00Hoffman AHE10X10X6 2210.1550.7440.9501.653180 19108.00Powerwave Allgon LGP 1040.1550.7440.9501.65385 9108.00Raycap DC6-48-60-18- 490.1550.7440.9501.65340 4108.00Alcatel-Lucent B25 R 1880.1550.7440.9501.653153 16108.00Nokia Airscale Dual 2840.1550.7440.9501.653232 24108.00Nokia B66a RRH4x45 ( 2090.1550.7440.9501.653170 18108.00Alcatel-Lucent RRH4X 2570.1550.7440.9501.653210 22108.00Kathrein Scala 800 1 1700.1550.7440.9501.653139 14108.00Commscope SBJAH4- 2730.1550.7440.9501.653223 23108.00Kathrein Scala 80010 4210.1550.7440.9501.653344 36108.00Flat Platform w/ Han 2,4510.1550.7440.9501.6532,000 207108.006.75" x 4.7" Radio 260.0780.4490.3161.41721 1100.0012" x 12" Junction B 120.0780.4490.3161.41710 1100.00Alcatel-Lucent 800MH 2350.0780.4490.3161.417192 10100.00Alcatel-Lucent 2X50W 1950.0780.4490.3161.417159 8100.00Samsung 2.5GHz nRRHv 1860.0780.4490.3161.417152 8100.00Alcatel-Lucent 9442 1800.0780.4490.3161.417147 8100.00Alcatel-Lucent TD-RR 2570.0780.4490.3161.417210 11100.00Argus LLPX310R 1050.0780.4490.3161.41786 4100.00Andrew VHLP2 990.0780.4490.3161.41781 4100.00RFS SCX2-220AB 270.0780.4490.3161.41722 1100.00RFS SBX2-107AC 320.0780.4490.3161.41726 1100.00RFS APXVSPP18-C-A20 2100.0780.4490.3161.417171 9100.00Commscope DT465B- 2130.0780.4490.3161.417174 9100.00Flat Platform w/ Han 2,4510.0780.4490.3161.4172,000 105100.00

25,526 77.160 40.323 31.658 6.577 1,379 31,284

Segment (ft)



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

28 210.2451.1251.9371.88224 4115.2527 540.2351.0791.8131.85762 10114.5026 2220.2020.9381.4371.777254 34112.0025 1130.1660.7891.0601.683129 14109.0024 1910.1390.6790.8001.607219 20106.5023 3260.1000.5290.4731.488373 25102.5022 3890.0590.3790.1911.347445 1897.5021 3980.0280.2640.0171.212455 992.5020 4070.0060.178-0.0781.085466 287.5019 416-0.0070.114-0.1170.964476 -282.5018 426-0.0120.070-0.1190.851487 -477.5017 101-0.0110.049-0.1090.785115 -174.4216 408-0.0090.037-0.0960.733467 -371.9215 543-0.0030.020-0.0690.646622 -167.5014 5560.0070.010-0.0360.553636 362.5013 5680.0160.006-0.0050.468650 757.5012 5800.0230.0070.0210.390664 1052.5011 5930.0280.0110.0410.320678 1347.5010 6050.0300.0160.0540.256692 1442.509 4210.0300.0220.0620.208481 1038.298 2340.0300.0260.0650.181267 535.797 7500.0300.0300.0680.150858 1732.506 7660.0280.0360.0710.107876 1727.505 7810.0270.0400.0720.072893 1622.50

Page: 19

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITY4 7960.0260.0420.0710.043911 1617.503 8120.0230.0390.0650.022928 1512.502 8270.0190.0300.0520.008946 127.501 8430.0090.0120.0230.001964 62.50Andrew ETW200VS12UB 290.2421.1091.8951.87433 5115.00Ericsson RRUS 11 B12 1330.2421.1091.8951.874152 25115.00Ericsson AIR 21 (54" 2370.2421.1091.8951.874271 44115.00Ericsson AIR-32 B2A/ 3470.2421.1091.8951.874397 64115.00Ericsson AIR-32 B2A/ 1160.2421.1091.8951.874132 21115.00RFS APXVFW24-C-A20 1910.2421.1091.8951.874219 35115.00Flat Platform w/ Han 1,7490.2421.1091.8951.8742,000 323115.006.75" x 4.7" Radio 60.2281.0501.7331.8417 1114.001' HP Dish 170.2281.0501.7331.84120 3114.00Powerwave Allgon LGP 280.1550.7440.9501.65332 3108.00Hoffman AHE10X10X6 1570.1550.7440.9501.653180 19108.00Powerwave Allgon LGP 740.1550.7440.9501.65385 9108.00Raycap DC6-48-60-18- 350.1550.7440.9501.65340 4108.00Alcatel-Lucent B25 R 1340.1550.7440.9501.653153 16108.00Nokia Airscale Dual 2030.1550.7440.9501.653232 24108.00Nokia B66a RRH4x45 ( 1490.1550.7440.9501.653170 18108.00Alcatel-Lucent RRH4X 1840.1550.7440.9501.653210 22108.00Kathrein Scala 800 1 1210.1550.7440.9501.653139 14108.00Commscope SBJAH4- 1950.1550.7440.9501.653223 23108.00Kathrein Scala 80010 3010.1550.7440.9501.653344 36108.00Flat Platform w/ Han 1,7490.1550.7440.9501.6532,000 207108.006.75" x 4.7" Radio 180.0780.4490.3161.41721 1100.0012" x 12" Junction B 90.0780.4490.3161.41710 1100.00Alcatel-Lucent 800MH 1680.0780.4490.3161.417192 10100.00Alcatel-Lucent 2X50W 1390.0780.4490.3161.417159 8100.00Samsung 2.5GHz nRRHv 1330.0780.4490.3161.417152 8100.00Alcatel-Lucent 9442 1290.0780.4490.3161.417147 8100.00Alcatel-Lucent TD-RR 1840.0780.4490.3161.417210 11100.00Argus LLPX310R 750.0780.4490.3161.41786 4100.00Andrew VHLP2 710.0780.4490.3161.41781 4100.00RFS SCX2-220AB 190.0780.4490.3161.41722 1100.00RFS SBX2-107AC 230.0780.4490.3161.41726 1100.00RFS APXVSPP18-C-A20 1500.0780.4490.3161.417171 9100.00Commscope DT465B- 1520.0780.4490.3161.417174 9100.00Flat Platform w/ Han 1,7490.0780.4490.3161.4172,000 105100.00

25,526 77.160 40.323 31.658 6.577 1,379 22,320

Page: 20

Site Number:7/2/2018 11:38:00 AM








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

0.00 -30.10 -1.38 0.00 -144.27 0.00 144.27 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0675.00 -28.94 -1.37 0.00 -137.38 0.00 137.38 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.01 0.06510.00 -27.81 -1.36 0.00 -130.52 0.00 130.52 2,662.39 1,331.19 4,965.05 2,452.05 0.03 -0.03 0.06415.00 -26.69 -1.36 0.00 -123.70 0.00 123.70 2,640.14 1,320.07 4,810.63 2,375.79 0.07 -0.05 0.06220.00 -25.59 -1.35 0.00 -116.92 0.00 116.92 2,616.10 1,308.05 4,654.92 2,298.89 0.13 -0.06 0.06125.00 -24.52 -1.33 0.00 -110.19 0.00 110.19 2,590.27 1,295.13 4,498.15 2,221.47 0.20 -0.08 0.05930.00 -23.47 -1.32 0.00 -103.52 0.00 103.52 2,562.65 1,281.32 4,340.57 2,143.64 0.29 -0.09 0.05735.00 -23.14 -1.32 0.00 -96.91 0.00 96.91 2,533.23 1,266.62 4,182.39 2,065.53 0.39 -0.11 0.05636.58 -22.55 -1.31 0.00 -94.82 0.00 94.82 2,523.57 1,261.78 4,132.32 2,040.80 0.43 -0.11 0.05536.58 -22.55 -1.31 0.00 -94.82 0.00 94.82 1,753.01 876.51 2,879.59 1,422.12 0.43 -0.11 0.08040.00 -21.70 -1.30 0.00 -90.33 0.00 90.33 1,745.22 872.61 2,815.74 1,390.59 0.52 -0.12 0.07745.00 -20.87 -1.30 0.00 -83.81 0.00 83.81 1,732.33 866.17 2,720.83 1,343.72 0.66 -0.15 0.07450.00 -20.06 -1.29 0.00 -77.33 0.00 77.33 1,717.65 858.82 2,624.29 1,296.04 0.82 -0.17 0.07155.00 -19.26 -1.29 0.00 -70.88 0.00 70.88 1,701.17 850.59 2,526.35 1,247.67 1.00 -0.19 0.06860.00 -18.48 -1.29 0.00 -64.44 0.00 64.44 1,682.91 841.45 2,427.24 1,198.72 1.21 -0.21 0.06565.00 -17.72 -1.29 0.00 -57.99 0.00 57.99 1,662.85 831.43 2,327.18 1,149.31 1.44 -0.23 0.06170.00 -17.15 -1.30 0.00 -51.53 0.00 51.53 1,641.00 820.50 2,226.41 1,099.54 1.68 -0.25 0.05773.83 -17.00 -1.30 0.00 -46.55 0.00 46.55 1,623.06 811.53 2,148.89 1,061.25 1.89 -0.26 0.05473.83 -17.00 -1.30 0.00 -46.55 0.00 46.55 999.80 499.90 1,328.87 656.28 1.89 -0.26 0.08875.00 -16.41 -1.31 0.00 -45.03 0.00 45.03 998.81 499.41 1,317.56 650.69 1.95 -0.26 0.08680.00 -15.82 -1.31 0.00 -38.49 0.00 38.49 993.49 496.74 1,268.04 626.24 2.24 -0.29 0.07785.00 -15.25 -1.31 0.00 -31.93 0.00 31.93 986.37 493.18 1,216.76 600.91 2.56 -0.31 0.06990.00 -14.69 -1.31 0.00 -25.36 0.00 25.36 977.46 488.73 1,163.95 574.83 2.89 -0.33 0.05995.00 -14.15 -1.29 0.00 -18.83 0.00 18.83 966.76 483.38 1,109.86 548.12 3.25 -0.35 0.049100.00 -9.46 -1.06 0.00 -12.38 0.00 12.38 954.27 477.13 1,054.70 520.88 3.62 -0.36 0.034105.00 -9.19 -1.04 0.00 -7.09 0.00 7.09 939.99 469.99 998.71 493.22 4.00 -0.37 0.024108.00 -4.37 -0.60 0.00 -3.99 0.00 3.99 930.56 465.28 964.81 476.48 4.24 -0.37 0.013110.00 -4.06 -0.56 0.00 -2.79 0.00 2.79 923.92 461.96 942.11 465.27 4.39 -0.38 0.010114.00 -3.95 -0.55 0.00 -0.55 0.00 0.55 909.77 454.88 896.55 442.77 4.71 -0.38 0.006115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 4.79 -0.38 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 4.83 -0.38 0.000

Page: 21

Site Number:7/2/2018 11:38:00 AM








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

0.00 -21.48 -1.38 0.00 -142.45 0.00 142.45 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0635.00 -20.65 -1.37 0.00 -135.57 0.00 135.57 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.01 0.06110.00 -19.84 -1.36 0.00 -128.72 0.00 128.72 2,662.39 1,331.19 4,965.05 2,452.05 0.03 -0.03 0.06015.00 -19.04 -1.35 0.00 -121.93 0.00 121.93 2,640.14 1,320.07 4,810.63 2,375.79 0.07 -0.04 0.05920.00 -18.26 -1.34 0.00 -115.18 0.00 115.18 2,616.10 1,308.05 4,654.92 2,298.89 0.13 -0.06 0.05725.00 -17.49 -1.32 0.00 -108.50 0.00 108.50 2,590.27 1,295.13 4,498.15 2,221.47 0.20 -0.08 0.05630.00 -16.74 -1.31 0.00 -101.88 0.00 101.88 2,562.65 1,281.32 4,340.57 2,143.64 0.28 -0.09 0.05435.00 -16.51 -1.31 0.00 -95.33 0.00 95.33 2,533.23 1,266.62 4,182.39 2,065.53 0.39 -0.11 0.05336.58 -16.09 -1.30 0.00 -93.27 0.00 93.27 2,523.57 1,261.78 4,132.32 2,040.80 0.42 -0.11 0.05236.58 -16.09 -1.30 0.00 -93.27 0.00 93.27 1,753.01 876.51 2,879.59 1,422.12 0.42 -0.11 0.07540.00 -15.48 -1.29 0.00 -88.82 0.00 88.82 1,745.22 872.61 2,815.74 1,390.59 0.51 -0.12 0.07345.00 -14.89 -1.28 0.00 -82.38 0.00 82.38 1,732.33 866.17 2,720.83 1,343.72 0.65 -0.14 0.07050.00 -14.31 -1.27 0.00 -75.99 0.00 75.99 1,717.65 858.82 2,624.29 1,296.04 0.81 -0.16 0.06755.00 -13.74 -1.27 0.00 -69.62 0.00 69.62 1,701.17 850.59 2,526.35 1,247.67 0.99 -0.18 0.06460.00 -13.18 -1.27 0.00 -63.28 0.00 63.28 1,682.91 841.45 2,427.24 1,198.72 1.19 -0.20 0.06165.00 -12.64 -1.27 0.00 -56.94 0.00 56.94 1,662.85 831.43 2,327.18 1,149.31 1.42 -0.22 0.05770.00 -12.23 -1.28 0.00 -50.58 0.00 50.58 1,641.00 820.50 2,226.41 1,099.54 1.66 -0.24 0.05373.83 -12.13 -1.28 0.00 -45.69 0.00 45.69 1,623.06 811.53 2,148.89 1,061.25 1.86 -0.26 0.05173.83 -12.13 -1.28 0.00 -45.69 0.00 45.69 999.80 499.90 1,328.87 656.28 1.86 -0.26 0.08275.00 -11.70 -1.28 0.00 -44.20 0.00 44.20 998.81 499.41 1,317.56 650.69 1.92 -0.26 0.08080.00 -11.29 -1.29 0.00 -37.78 0.00 37.78 993.49 496.74 1,268.04 626.24 2.21 -0.28 0.07285.00 -10.88 -1.29 0.00 -31.34 0.00 31.34 986.37 493.18 1,216.76 600.91 2.52 -0.31 0.06390.00 -10.48 -1.28 0.00 -24.90 0.00 24.90 977.46 488.73 1,163.95 574.83 2.85 -0.32 0.05495.00 -10.09 -1.26 0.00 -18.50 0.00 18.50 966.76 483.38 1,109.86 548.12 3.20 -0.34 0.044100.00 -6.75 -1.04 0.00 -12.18 0.00 12.18 954.27 477.13 1,054.70 520.88 3.56 -0.35 0.030105.00 -6.56 -1.02 0.00 -6.98 0.00 6.98 939.99 469.99 998.71 493.22 3.94 -0.36 0.021108.00 -3.12 -0.59 0.00 -3.93 0.00 3.93 930.56 465.28 964.81 476.48 4.17 -0.37 0.012110.00 -2.90 -0.55 0.00 -2.75 0.00 2.75 923.92 461.96 942.11 465.27 4.32 -0.37 0.009114.00 -2.82 -0.54 0.00 -0.54 0.00 0.54 909.77 454.88 896.55 442.77 4.63 -0.37 0.004115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 4.71 -0.37 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 4.75 -0.37 0.000

Page: 22

Site Number:7/2/2018 11:38:00 AM



Customer: AT&T MOBILITYAnalysis 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 21.53 0.00 30.59 0.00 0.00 1864.58 36.58 0.800.9D + 1.6W 20.94 0.00 22.94 0.00 0.00 1802.50 36.58 0.771.2D + 1.0Di + 1.0Wi 3.43 0.00 54.73 0.00 0.00 311.58 73.83 0.16(1.2 + 0.2Sds) * DL + E ELFM 0.77 0.00 30.10 0.00 0.00 78.41 73.83 0.05(1.2 + 0.2Sds) * DL + E EMAM 1.38 0.00 30.10 0.00 0.00 144.27 73.83 0.09(0.9 - 0.2Sds) * DL + E ELFM 0.77 0.00 21.48 0.00 0.00 77.46 73.83 0.05(0.9 - 0.2Sds) * DL + E EMAM 1.38 0.00 21.48 0.00 0.00 142.45 73.83 0.081.0D + 1.0W 5.82 0.00 25.52 0.00 0.00 502.75 36.58 0.22

Page: 23

Site Name: Program Last Updated: Site Number: American Tower CorporationEngineer:Engineering Number:Date:

Design Base Loads (Factored) ‐ Analysis per TIA‐222‐G Standards

Analyze or Design a Foundation? AnalyzeFoundation Mapped: Y

Moment (M): 1864.6 k‐ftShear/Leg (V): 21.5 k

Axial Load (P): 30.6 k

Uplift/Leg (U): 0.0 k

Tower Type (GT / SST / MP): MPDiameter of Caisson (d): 7.0 ftCaisson Embedment (L‐h): 18.2 ftCaisson Height Above Ground (h): 0.8 ftDepth Below Ground Surface to Water Table (w): 34.0 ftUnit Weight of Concrete: 150.0 pcfUnit Weight of Water: 62.4 pcfTension Skin Friction/Compression Skin Friction: 0.75Pullout Angle: 30.0 degrees

Soil Mechanical Properties

Soil Cohesion Top Bottom (pcf) (psf) (degree)0.0 2.5 77 0 02.5 5.0 114 0 295.0 8.5 114 0 298.5 13.5 121 0 3113.5 18.5 126 0 3418.5 23.5 140 9426 0

0.00.0

Volume of Concrete: 731.2 ft3 = 27.1 yd3

Weight of Concrete (Buoyancy Effect Considered): 109.7 kAverage Soil Unit Weight: 113.9 pcfSkin Friction Resistance: 342.8 kCompressive Bearing Resistance: 0.0 kPullout Weight (Minus Concrete Weight): 477.1 k

Nominal Uplift Capacity per Leg (sTn): 275.1 k

Nominal Compressive Capacity per Leg (sPn): 257.1 k

Pu: 60.9 k

Tu/sTn: 0.00 Result: OKPu/sPn: 0.24 Result: OKTotal Lateral Resistance: 937.7 kInflection Point (Below Ground Surface): 13.8 ft

Design Overturning Moment At Inflection Point (MD): 2180.5 k‐ftNominal Moment Capacity (sMn): 2150.2 k‐ftMD/sMn: 1.01 Result: Acceptable Overstresss: 0.75

Caisson Strength Capacity

00

Engineer Notes

0

Ultimate Bearing

1645

00

Superfresh Aspen Hill, MD 371921

Garret.Heath

07/02/18

5/13/2014

OAA711695

Depth (ft) Ultimate SkinFriction (psf)

4242 44534

Pressure (psf)

2414071177

0

11:37 AM 7/2/2018 371921 - Superfresh Aspen Hill, MD (OAA711695)

Number of Sides 12 - Moment, Mu 1864.6 k-ft Capacity Result

Diameter 47.5 in Axial, Pu 30.6 k 39% Pass

Thickness 0.3125 in Shear, Vu 21.5 k 54% Pass

Orientation Offset 0 ° 225 ° - -

Shape Round - Quantity -

Diameter, ø 60 in Bar Size #20 in

Thickness 2 5/8 in Diameter, ø 2.5 in

Grade A36 - Bracket Type Angle -

Yield Strength, Fy 36 ksi Circle 54.38 in

Tensile Strength, Fu 58 ksi Orientation Offset 0 °

Clip N/A in Applied Force, Pu 0.0 k

Orientation Offset 15 ° 0.0 k

Anchor Rod Detail d η=0.5

Clear Distance 3 in

Applied Moment, Mu 500.5 k Quantity -

1290.0 k Diameter, ø in

Bolt Circle in

Grade

Arrangement Radial - Yield Strength, Fy #N/A ksi

Quantity 12 - Tensile Strength, Fu #N/A ksi

Diameter, ø 2 1/4 in Bypass Base?

Bolt Circle 55 in Orientation Offset 0 °

Grade Applied Force, Pu 0.0 k

Yield Strength, Fy 75 ksi 0.0 k

Tensile Strength, Fu 100 ksi

Spacing 14.4 in

Orientation Offset 15 ° Quantity -

Applied Force, Pu 138.1 k Diameter, ø in

259.8 k Bolt Circle in

Grade

Yield Strength, Fy #N/A ksi

Arrangement Radial - Tensile Strength, Fu #N/A ksi

Quantity 6 - Bypass Base?

Height 17.5 in Orientation Offset 0 °

Width 6 in Applied Force, Pu 0.0 k

Effective Width 6.000 in 0.0 k

Thickness 3/4 in

Effective Thickness 0.680 in

Notch 0.5 in

Flat Edge 1.5 in

Grade A36 -

Yield Strength, Fy 36 ksi

Tensile Strength, Fu 58 ksi

Horizontal Weld

Horizontal Fillet Size 1/4 in

Bevel Depth 1/4 in Capacity -

Vertical Weld 39% Pass

Vertical Fillet Size 1/4 in 54% Pass

Weld Strength 70 ksi - -

Electrode Coefficient 1 - - -

Orientation Offset 0 ° - -

195.3 k 38% Pass

70.9 k 104% Pass

133.7 k 27% Pass

325.7 k 11% PassStiffener Comp.

Base Plate

Anchor Rods

Bolt Group 1

Bolt Group 2

Dwyidag

Stiffener Weld (V)

Stiffener Weld (H)

Stiffener Tension

Base Plate & Anchor Rod Analysis

Pole Dimensions Base Reactions

Component

Base Plate

Bending Stress, φMn

Base Plate

Report Capacities

Dwyidag

Dywidag Reinforcement

Dywidag Bar, φPn

Original Anchor Rods

Additional Anchor Rods

Comp. Capacity, φPn

Ten. Capacity, φTn

Horz. Weld, φRn

Vertical Weld, φRn

Anchor Rods, φPn

Stiffeners

A615-75

Fillet

Fillet

Individual Capacity Summary

Component

Additional Anchor Rods

Additional Rod, φPn

Additional Rod, φPn

Neutral Axis

Anchor Rods

X:\S-V\Superfresh Aspen Hill, MD (371921)\OAA711695 AT&T MOBILITY\OAA711695_03_CUST_STRUCTRL\Monopole.Base-Plate-and-Anchor-Rod.v1.3 Checked By: Garret.Heath

Reaction Distribution Geometric Properties

Shape - Anchor Rod Quantity, N - Applied Axial Force, Pu k

Diameter, D in Rod Diameter, d in Applied Horizontal Force, Vu k

Thickness, t in Bolt Circle, BC in

Yield Strength, Fy ksi Yield Strength, Fy ksi

Tensile Strength, Fu ksi Tensile Strength, Fu ksi Vert.-to-Stiffener a=ex/l -

Base Plate Chord in Applied Axial, Pu k Spacing Ratio, k -

Detail Type - Applied Shear, Vu k Weld Coefficient, C -

Detail Factor - Compressive Capacity, φPn k Compressive Capacity, φPn k

Clear Distance - Tensile Capacity, φRnt OK Vert.-to-Plate a=ex/l -

Interaction Capacity OK Spacing Ratio, k -

Weld Coefficient, C -

Chord Length AA in Shear Capacity, φVn k

Additional AA in Bolt Quantity, N - Pu/fPPn + Vu/fVVn OK

Section Modulus, Z in3 Bolt Diameter, d in

Applied Moment, Mu k-ft Bolt Circle, BC in

Bending Capacity, φMn k-ft Yield Strength, Fy ksi Horz.-to-Stiffener a=ex/l -

Capacity, Mu/φMn OK Tensile Strength, Fu ksi Spacing Ratio, k -

Applied Axial, Pu k Weld Coefficient, C -

Chord Length AB in Applied Shear, Vu k Effective Fillet in

Additional AB in Compressive Capacity, φPn k Compressive Capacity, φPn k

Section Modulus, Z in3 Compressive Capacity, φPn Horz.-to-Pole a=ex/l -

Applied Moment, Mu k-ft Interaction Capacity Spacing Ratio, k -

Bending Capacity, φMn k-ft Weld Coefficient, C -

Capacity, Mu/φMn OK Shear Capacity, φVn k

Bolt Quantity, N - Pu/fPPn + Vu/fVVn OK

Bend Line Length in Bolt Diameter, d in

Additional Bend Line in Bolt Circle, BC in

Section Modulus, Z in3 Yield Strength, Fy ksi Gross Cross Section in2

Applied Moment, Mu k-ft Tensile Strength, Fu ksi Net Cross Section in2

Bending Capacity, φMn k-ft Applied Axial, Pu k Tensile Capacity, φTn k

Capacity, Mu/φMn OK Applied Shear, Vu k Capacity, Tu/φTn OK

Compressive Capacity, φPn k

Compressive Capacity, φPn

Arc Length in Interaction Capacity Radius of Gyration in3

Section Modulus, Z in3 kl/r -

Moment Arm in 4.71 E/Fy) -

Applied Moment, Mu k-ft Dywidag Quantity, N - Buckling Stress(Fe) -

Bending Capacity, φMn k-ft Dywidag Diameter, d in Crit. Buckling Stress(Fcr) ksi

Capacity, Mu/φMn Bolt Circle, BC in Compressive Capacity, φPn k

Yield Strength, Fy ksi Capacity, Pu/φPn OK

Tensile Strength, Fu ksi

Applied Axial, Pu k

Compressive Capacity, φPn k

Capacity, Pu/φPn

23.112

0.125

0.043

3.720

195.3

0.333

0.043

73.0

0.65

0

55

75

100

259.8

0.542

2.670

3.940

3

0.50

d

Round

2.940

Plate Compression

3.366

0.125

0.000

39.814

87.7

325.7

0.112

133.7

0.273

0.196

53.49

133.68

100.0

48.1

1.043

500.5

1290.0

0.388

3.740

0.0

0.000

0.000

0.000

0.0

0.0

0.0

0

2.5

Dywidag Reinforcement

54.38

80

100

0.0

0.0

0.0

21.5

0.36

0.00

0.00

0.00

1.00 3.9761

0.0000

676.7

0.0

0.0

0.0

1864.6

0.0

1.4

0.531

Internal Base Plate

12

2.25

21.5

k

0.0

0.0

0.0

Vu

Shear

12748.800.12463.816645.7988

in4#in4in2in2-

Section

-

Factor

k-ft

Mu

Moment

1.001864.6

3.2477 0.8393 4.5 14746.46

Moment

of Inertia

Threads

per Inch

Individual

InertiaNet Area

Gross

Area

0.00

7.8

0.0000 0.0000 0 0.00

0.0000 0.0000 0.0000 0 0.00

0

0

Calculations for Monopole Base Plate & Anchor Rod Analysis

Stiffener Forces

Dywidag Forces

Additional Bolt (Grp2) Forces

Additional Bolt (Grp1) Forces

Anchor Rod Forces

Base Forces

-

Reaction

Stiffener

Dywidag

Bolt2

Bolt1

Bolt

Pole

48.9600 7262.94

0.0000 0.0000 0.0000

Plate Tension

29.368

59.204

384.2

1918.2

0.200

32.034

63.797

500.5

2067.0

0.242

5.000

5.000

0

0.0

0.0

0

0

0

0.250

0.486

154.4

Base Plate Stiffeners

Additional Bolt Group 2

Additional Bolt Group 1

Anchor RodsBase Plate

3.7400 3.3660

External Base Plate

60

2.625

0

0

0

138.1

0.378

0.167

70.9

Vertical Weld

Horizontal Weld

36

58

36.657

0.114

App No: 2018020244

ApplicationType Modification

ApplicantName AT&T c/o Jacobs Telecommunications

SiteId 52

Address 3901 Aspen Hill Rd

City WheatonZoning C-2

Latitude 39.082083

Longitude -77.079036

Ground Elevation

CarrierName AT&T Wireless

SiteOwner Lee Development Group

StructureOwner American Tower

Carrier AT&T Wireless

StructureType Monopole

SolutionType Macro

Lease Status Leased

6409? Yes

PROW No

CarrierSiteName Aspen Hill

CountySiteName Super Fresh Shopping Ctr.

Existing New

StructureHeight

AntennaDescription

JustificationThis is an existing monopole. AT&T is upgrading its equipment.

EquipmentGvtUse Yes

Gvt. Use Desc. The First Responder

Updated 2/19/2018 Antenna Complianc Yes

ComplianceDesc

AntennaLocation Yes

Ant. Loc. Desc.Ann. Plan? Yes

Environmental

Cat. Excluded? checked

Routine Environ.Application DescriptionAdd (3) antennas - Kathrein 80010966; and add (3) remote radio heads on existing monopole at a RAD of 108'.

Height 108


Frequency 698-960, 1695-2690



4:12:10 PM

jrivas

Typewritten Text

442

jrivas

Typewritten Text

115

App No: 2018020244

Height 108


Frequency 698-960, 1695-2690


Height 108


Frequency 698-960, 1695-2690



4:12:10 PM

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8-Port AntennaFrequency RangeDual PolarizationHPBWAdjust. Electr. DTset by

80010966 Page 1 of 5

936.5

298/d.1

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4.2

5.0

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8-Port Antenna 698–960/698–960/1695–2690/1695–2690 65°/65°/65°/65° 16.5/16.5/18/18dBi1°–10°/1°–10°/2.5°–12°/2.5°–12°T

Type No. 80010966Left side, lowband R1, connector 1–2R1, connector 1–2






dB > 23 > 23 > 24 > 25


dB > 10.0 > 9.5 > 10.0 > 11.5



° 1.0 – 10.0

Tilt Accuracy ° < 0.4 < 0.4 < 0.4 < 0.4


dB > 16 > 18 > 18 > 20



> 27 (R1 // R2)> 30 (R1 // Y1, Y2)






698–960698–960 1695–2690 1695–2690

XX X X

65°65° 65° 65°

1°–10°1°–10° 2.5°–12° 2.5°–12°

R2R2R1R1 Y1Y1 Y2Y2



of 5 80010966

8-Port Antenna

936.5

298/d.1

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gm

n 0

4.2

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Right side, lowband R2, connector 3–4R2, connector 3–4






dB > 22 > 23 > 24 > 26


dB > 9.5 > 10.5 > 10.0 > 11.5



° 1.0 – 10.0

Tilt Accuracy ° < 0.4 < 0.4 < 0.4 < 0.3


dB > 18 > 21 > 20 > 20



> 27 (R2 // R1)> 30 (R2 // Y1, Y2)






Left side, highband Y1, connector 5–6Y1, connector 5–6






dB > 24 > 26 > 26 > 25 > 24


dB > 8.5 > 11.5 > 10.0 > 7.5 > 9.0



° 2.5 – 12.0

Tilt Accuracy ° < 0.2 < 0.2 < 0.2 < 0.2 < 0.2


dB > 19 > 19 > 17 > 19 > 17










80010966 Page 3 of 5

8-Port Antenna936.5

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Right side, highband Y2, connector 7–8Y2, connector 7–8






dB > 25 > 24 > 25 > 27 > 25


dB > 9.5 > 11.0 > 10.0 > 9.5 > 10.5



° 2.5 – 12.0

Tilt Accuracy ° < 0.2 < 0.2 < 0.2 < 0.2 < 0.1


dB > 19 > 18 > 18 > 19 > 18










8-Port Antenna

Electrical specifi cations, all systems

Impedance Ω 50

VSWR < 1.5

Return Loss dB > 14

Interband Isolation dB > 27

Passive Intermodulation dBc < –153 (2 x 43 dBm carrier)

Polarization ° +45, –45

Max. Effective Powerfor the Antenna

W1200 (at 50 °C ambient

temperature)


Mechanical specifi cations

Input 8 x 4.3-10 female

Connector Position bottom

Adjustment Mechanism FlexRET, continuously adjustable

Wind load (at Rated Wind Speed: 150 km/h) (93 mph)

N | lbf Frontal: 1400 | 315Maximal: 1405 | 316

Max. Wind Velocity km/hmph

241150

Height / Width / Depth mminches

2438 / 508 / 17596.0 / 20.0 / 6.9

Category of Mounting Hardware

XH (X-Heavy)

Weight kglb

52.0 / 57.0 (clamps incl.)114.6 / 125.7 (clamps incl.)

Packing Size mminches

2635 / 542 / 268103.7 / 21.3 / 10.6

Scope of Supply Panel, FlexRET and clamps for 55–115 mm |2.2–4.5 inches diameter

Page 4 of 5 80010966

936.5

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3)

1)

1) 22 | 0.92) 150 | 5.93) 11 | 0.4

All dimensionsin mm | inches

2223 | 8

7.5

2485 | 9

7.8

2438 | 9

6.0

2)

For downtilt mounting use the clamps for an appropriate mast diameter together with the downtilt kit.Wall mounting: No additional mounting kit needed.

Material: Refl ector screen: Aluminum.Fiberglass housing: It covers totally the internal antenna components. The special design reduces the sealing areas to a minimum and guarantees the best weather protection. Fiberglass material guarantees optimum performance with regards to stability, stiffness, UV resistance and painting. The color of the radome is light grey.All nuts and bolts: Stainless steel or hot-dip galvanized steel.

Grounding: The metal parts of the antenna including the mounting kit and the inner conductors are DC grounded.


FlexRET

BTS1 BTS2 BTS3

FlexRET FlexRET

AISG


FlexRET

BTS3 BTS4

FlexRET FlexRET

BTS2BTS1 BTS5 BTS6

AISG



For more information please refer to the respective data sheets.

Accessories (order separately if required)

Type No. Description Remarksmm | inches

Weightapprox. kg | lb

Units per antenna


85010099 1 downtilt kit Downtilt angle: 0° – 10° 10.6 | 23.4 1



86010162 Gender Adapter Solely to be used in combination with the FlexRET module 86010153V01

0.045 | 0.099 1

86010163 Port Extender 0.16 | 0.35 1

Accessories (included in the scope of supply)


86010153V01 FlexRET 1



8-Port Antenna

Bottom view* Dimensions refer to radomeAll dimensions in mm | inches

126 | 5.0

508 | 20.0 *

226 | 8.9

326 | 12.8

426 | 16.8

93 | 3

.7 *

240 | 9

.4 * 175 | 6

.9 *

R 4

698 - 960

R2L 2

698 - 960

R1R 3

698 - 960

R2L 1

698 - 960

R1R 8

1695-2690

Y2L 6

1695-2690

Y1R 7

1695-2690

Y2Y1L 5

1695-2690

Layout of interface:

Correlation Table

Frequency range Array Connector

698–960 MHz R1 1–2

698–960 MHz R2 3–4

1695–2690 MHz Y1 5–6

1695–2690 MHz Y2 7–8

R1Y1

R2Y2

Left Right

80010966 Page 5 of 5

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Order Information

Model Description 80010966 8-Port antenna with mounting bracket

80010966K 8-Port antenna with mounting bracketand mechanical tilt bracket

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Mounting HardwareClamp(Wind Load Category “XH”)

Clamp

Type No. 85010096Suitable for mast diameter

mminches

55 – 1152.2 – 4.5

Scope of supply 1 x lower clamp1 x upper clamp

Material – Clamp– Screws– Nuts

Hot-dip galvanized steelHot-dip galvanized steel

Stainless steel

Weight kglb

5.011.0

A B C D E F G H

mminches

2007.9

692.7

893.5

55 – 1152.2 – 4.5

1505.9

1305.1

(19)(0.7)

(39)(1.5)

Please note: Kathrein does not recommend to use counter nuts.

G HE

A B C

F

lower clamp upper clamp

D

G

low

er

cla

mp

H

up

per

cla

mp

1)Attention!Square of the screw must be

positioned in the square hole

before tightening the nut.

2)All nuts have the same

wrench size 17.

TorqueMA = 40 Nm

TorqueMA = 40 Nm

TorqueMA = 40 Nm

TorqueMA = 40 Nm

85010096 Page 1 of 1



Type No. 86010153V01Protocols compliant to 3GPP/AISG 2.0

Logical interface ex factory 3GPP/AISG 2.0

Operates as Single RETs or Multi RET

Ex factory Single RETs

Input voltage range V 10 ... 30 (pin 6)

Power consumption W Typically < 1; < 10 (motor activated)

Connectors 2 x 8 pin connector according to IEC 60130-9; according to AISG-C 485 Daisy chain in: male; Daisy chain out: female

Hardware interfaces RS 485A/B (pin 5, pin 3);power supply (pin 6); DC return (pin 7);

according to AISG / 3GPP

Adjustment time (full range)

sec 40(typically, depending on antenna type)

Adjustment cycles > 50,000

Temperature range °C –40 … +60

Protection class IP 24 (installed)

Lightning protection AISG interface (each pin)2.5 kA (10/350 μs)

8 kA (8/20 μs) according to IEC 61000-4-5

Housing material Profi le: Aluminum anodized; cover: Aluminum die cast coated

Weight glb

3500.77

Packing size(H x W x D)

mminches

245 x 93 x 1029.6 x 3.6 x 4

Dimensions (H x W x D)

mminches

142 x 71 x 515.6 x 2.8 x 2

Please note:If the Primary which controls the FlexRET system does not support the default ex-factory interface setting, then the FlexRET must be switched to the appropriate standard of the Primary before installation. Please contact Kathrein for further information.

If the FlexRET of an antenna has to be replaced, the FlexRET gets the information stored in the antenna after power on automatically. It is not necessary to confi gure the FlexRET manually.

Standards: EN 60950-1 (Safety)EN 60950-22 (Safety – Equipment installed outdoor)EN 55022 (Emission)EN 55024 (Immunity)ETS 300019-1-4 (Environmental)UL 60950-1; 1st edition

Certifi cation: CE, FCC

Scope of supply: FlexRET

Optional: Site Sharing Adapter (86010154 or 86010155) to create independent logical interfaces at one antenna or site. Makes it possible to operate with more than one independent Node B.

Gender Adapter (86010162) to convert the AISG out (female) to an AISG in (male) port in order to operate one FlexRet with exactly 2 BTS. Detailed information is given in the data sheet of the Gender Adapter.

Port Extender (86010163) to convert the existing AISG input and output in order to operate FlexRet with exactly 2 BTS while maintaining the daisy chain capability.Detailed information is given in the data sheet of the Port Extender.

Please note:In general, the addressing of the FlexRET is automatically performed. Only in case the FlexRET is manually addressed, the serial number has to be extended by the corresponding colour coding extension (e.g. CSG351234-R1). The respective information can be found on the site documentation which is included in the scope of supply.

86010153V01 Page 1 of 4

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FlexRET

A fl exible, integrated solution for adjusting the electrical downtilt of Kathrein FlexRET antennas.

• Compliant to 3GPP/AISG 2.0 • Daisy Chain feasibility• Single RETs or Multi RET displayed • Pre-confi gured• Two way antenna sharing feasibility



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FlexRET

Startup of FlexRETThe FlexRET module included in the antenna is preconfi gured with the following information:

Antenna model no., Antenna Serial no., Antenna confi guration data. After connecting a control

cable and scanning the antenna line devices (ALD) the used primary (e.g. NodeB, ALC, etc.)

will fi nd the FlexRET. You only need to insert your additional data.

Connecting the control cables:

Connect a control cable to the daisy chain input of the FlexRET. The tightening torque for fi xing the

connector must be 0.5 – 1.0 Nm (‘hand-tightened’).

The connector should be tightened by hand or by a special torque screw driver (order no.

85010080).

See also data sheet for Kathrein AISG-cable (86010007, ...).

Please note: To ensure the tightness of the RET System, Kathrein recommend the use of Kathrein components only.Please note: If the daisy chain output is not used, do not remove the protection cap.

For daisy chain operation, remove the protection cap and attach a control cable to interconnect

with the daisy chain input of the subsequent FlexRET or external RCU.

Please note: Do not remove the protection cap on the daisy chain output of the last FlexRET or RCU device.



86010153V01 Page 3 of 4

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FCC – Statements

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FCC – Statements

Compliance Information Statement(Declaration of Conformity Procedure)

Model Name: FlexRET FCC ID SP3-86010153



Responsible Party: Kathrein USA

Address: Greenway Plaza II 2400 Lakeside Blvd. Suite 650Richardson, Texas 75082

Telephone: (01+) 214.238.8800

Type of equipment:


Structural Analysis ReportStructure : 115.5 ft Monopole

ATC Site Name : Superfresh Aspen Hill, MD

ATC Site Number : 371921

Engineering Number : OAA711695_C3_01

Proposed Carrier : AT&T Mobility

Carrier Site Name : Aspen Hill

Carrier Site Number : 10004716

Site Location : 3901 Aspen Hill RoadSilver Spring, MD 20906-292039.082100,-77.079000

County : Montgomery

Date : September 14, 2017

Max Usage : 105%

Result : Pass

Prepared By:Garret D. HeathStructural Engineer I

Reviewed By:

beckerig

Text Box

IB

Eng. Number OAA711695_C3_01September 14, 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 ....................................................................................................................... 3

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

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

Deflection, Twist, and Sway............................................................................................................... 4

Standard Conditions ......................................................................................................................... 5

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


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 115.5 ft monopole to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Mapping by TEP #54432.18827, dated May 30, 2014Foundation Drawing Mapping by Structural Components #120801, dated September 5, 2012Geotechnical Report GTA Job #090299, dated June 3, 2009Modifications Glen Martin Drawing #GM-07458, dated November 19, 2012

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: 90 mph (3-Second Gust, Vasd) / 115 mph (3-second Gust, Vult)Basic Wind Speed w/ Ice: 40 mph (3-Second Gust) w/ 3/4" radial ice concurrentCode: ANSI/TIA-222-G / 2015 IBC Structure Class: IIExposure Category: BTopographic Category: 1Crest Height: 0 ftSpectral Response: Ss = 0.12, S1 = 0.05 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



3 RFS ATMAA1412D-1A203 Ericsson RRUS 11 B123 Ericsson AIR 21 (54" Height)3 Ericsson AIR-32 B2A/B66Aa

115.0 117.0

3 RFS APXVFW24-C-A20

Platform w/ Handrails(12) 1 5/8" Coax

(1) 1 1/4" Hybriflex(1) 1 5/8" Hybriflex

T-Mobile

1 6.75" x 4.7" Radio114.0 114.0

1 1' HP DishLeg (1) 0.41" LMR-400 --

6 Powerwave LGP135196 Hoffman AHE10X10X66 Powerwave LGP214012 Raycap DC6-48-60-18-8F (23.5" Height)3 Alcatel-Lucent B25 RRH4x30-4R3 Alcatel-Lucent RRH4X25-WCS3 Kathrein 800 10121

108.0 108.0

3 Commscope SBJAH4-1D65C-DL


(12) 7/8" Coax(3) 3/8" RET Control

Cable(2) 0.41" Fiber

AT&T Mobility

3 6.75" x 4.7" Radio1 12" x 12" Junction Box

3 Alcatel-Lucent 2X50W RRH (19.7" Height)

3 Alcatel-Lucent 9442 RRH2x40-AWS3 Samsung 2.5GHz nRRHv23 Argus LLPX310R3 Andrew VHLP21 RFS SCX2-220AB3 EMS RR90-11-00DBL1 RFS SBX2-107AC

101.0 101.0

3 RFS APXVSPP18-C-A20


(5) 1/2" Coax(3) 1 1/4" Hybriflex

(3) 1 1/4" Coax(3) 7/8" Coax

(3) 5/16" Coax(2) 2" conduit

Sprint Nextel

Equipment to be Removed



3 Kathrein 800 10121108.0 108.0

3 Alcatel-Lucent RRH20x40-07-L-AT- (8) 0.88” 8 AWG 6 AT&T Mobility


Page 3


Proposed Equipment



1 Raycap DC6-48-60-18-8F (23.5" Height)3 Alcatel-Lucent RRH2x40W-07L (700)3 Nokia Flexi RRH 4T4R B14 160W FRBI3 Nokia B66a RRH4x45 (UHIE)

108.0 108.0

3 Kathrein 80010966

Platform w/ Handrails (5) 0.78" 8 AWG 6 AT&T Mobility

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.

Structure Usages

Structural Component Controlling Usage Pass/Fail

Anchor Bolts 52% PassShaft 79% Pass

Base Plate 23% Pass

Foundations

Reaction Component Analysis Reactions % of Usage

Moment (Kips-Ft) 1,836.4 105%Axial (Kips) 30.1 23%

The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required.


Page 4


Deflection and Sway*

Antenna Elevation (ft) Antenna Carrier Deflection

(ft)Sway (Rotation)

(°)114.0 1' HP Dish Unknown 1.210 1.106

Raycap DC6-48-60-18-8F (23.5" Height)

Alcatel-Lucent RRH2x40W-07L (700)Nokia Flexi RRH 4T4R B14 160W

FRBINokia B66a RRH4x45 (UHIE)

108.0

Kathrein Scala 80010966

AT&T Mobility 1.095 1.099

Andrew VHLP2RFS SCX2-220AB101.0RFS SBX2-107AC

Sprint Nextel 0.962 1.075

*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 ATC Tower Services LLC 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. ATC Tower Services LLC 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 :

371921AT&T MOBILITYSuperfresh Aspen Hill, MD12 Sides115.50

Taper: 0.205628(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 36.580 39.97 47.50 0.313 0.000 650.2056002 37.250 32.31 39.97 0.250 0.000 65Butt Joint 0.2056003 41.670 23.75 32.31 0.188 0.000 65Butt Joint 0.205600

Discrete AppurtenanceAttach(ft) DescriptionQtyElev ForceElev (ft)115.000 Ericsson AIR-32 B2A/B66Aa3117.000115.000 Flat Platform w/ Handrails1115.000115.000 RFS APXVFW24-C-A203117.000115.000 Ericsson AIR 21 (54" Height)3117.000115.000 Ericsson RRUS 11 B123117.000115.000 RFS ATMAA1412D-1A203117.000114.000 1' HP Dish1114.000114.000 6.75" x 4.7" Radio1114.000108.000 Kathrein Scala 800109663108.000108.000 Nokia B66a RRH4x45 (UHIE)3108.000108.000 Nokia Flexi RRH 4T4R B14 160W 3108.000108.000 Alcatel-Lucent RRH2x40W-07L 3108.000108.000 Raycap DC6-48-60-18-8F (23.5" 1108.000108.000 Raycap DC6-48-60-18-8F (23.5" 2108.000108.000 Hoffman AHE10X10X66108.000108.000 Commscope SBJAH4-1D65C-3108.000108.000 Alcatel-Lucent RRH4X25-WCS3108.000108.000 Alcatel-Lucent B25 RRH4x30-4R3108.000108.000 Flat Platform w/ Handrails1108.000108.000 Kathrein Scala 800 101213108.000108.000 Powerwave Allgon LGP214016108.000108.000 Powerwave Allgon LGP135196108.000101.000 12" x 12" Junction Box1101.000101.000 6.75" x 4.7" Radio3101.000101.000 Flat Platform w/ Handrails1101.000101.000 RFS APXVSPP18-C-A203101.000101.000 RFS SBX2-107AC1101.000101.000 EMS RR90-11-00DBL3101.000101.000 RFS SCX2-220AB1101.000101.000 Andrew VHLP23101.000101.000 Argus LLPX310R3101.000101.000 Alcatel-Lucent 9442 RRH2x40-3101.000101.000 Samsung 2.5GHz nRRHv23101.000101.000 Alcatel-Lucent 2X50W RRH 3101.000

Linear AppurtenanceElev (ft)From DescriptionTo ExposedTo Wind

0.000 101.0 1 1/4" Coax No0.000 101.0 1 1/4" Hybriflex No0.000 101.0 1/2" Coax Yes0.000 101.0 2" conduit Yes

0.000 101.0 5/16" (0.31"- No0.000 101.0 7/8" Coax No0.000 108.0 0.41" (10.3mm) No0.000 108.0 0.78" (19.7mm) 8 No0.000 108.0 3/8" RET Control No0.000 108.0 7/8" Coax Yes0.000 114.0 0.41" (10.3mm) No0.000 115.0 1 1/4" Hybriflex No0.000 115.0 1 5/8" Coax No0.000 115.0 1 5/8" Hybriflex No

Load Cases1.2D + 1.6W 90 mph with No Ice0.9D + 1.6W 90 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 40 mph with 0.75 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 1836.46 21.36 30.090.9D + 1.6W 1773.55 20.77 22.571.2D + 1.0Di + 1.0Wi 308.62 3.41 53.60(1.2 + 0.2Sds) * DL + E ELFM 100.07 0.98 30.39(1.2 + 0.2Sds) * DL + E EMAM 184.86 1.77 30.39(0.9 - 0.2Sds) * DL + E ELFM 98.89 0.98 21.68(0.9 - 0.2Sds) * DL + E EMAM 182.50 1.77 21.681.0D + 1.0W 494.59 5.77 25.09

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

1.0D + 1.0W 101.00 11.604 1.0801.0D + 1.0W 101.00 11.604 1.0801.0D + 1.0W 101.00 11.604 1.0801.0D + 1.0W 114.00 14.600 1.110

Load Case : 1.2D + 1.6W

Max Ratio 78.99% at 36.6 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

39.500

45.000

50.000

53.500

60.000

65.000

70.000

73.500

80.000

83.500

90.000

95.000

100.000

105.000

108.000

114.000

1.00

1.00

0.72

0.70

0.67

0.65

0.63

0.61

0.58

0.560.79

0.72

0.68

0.63

0.59

0.54

0.49

0.74

0.62

0.53

0.43

0.32

0.21

0.12

0.05

0.00

Site Number:9/15/2017 4:18:28 PM




Analysis ParametersLocation: Height (ft):

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

Code:115.

12 Sides47.5023.75

ANSI/TIA-222-G

Taper (in/ft) : 0.206

MONTGOMERY County, MD

Pole Manfacturer: UnknownPole 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:

90 mph40 mph60 mph

0.75 in0.0 ft

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

(sec):Period Based on Rayleigh Method (sec): 2.03

8 p: 1.3S SF FS S

Max:C

Min:1.6000.120 0.051

0.0300.0300.0302.400

0.0820.128

TLLs:a:ds:

1:v :d1 :

Css:

C s

Load Cases1.2D + 1.6W 90 mph with No Ice0.9D + 1.6W 90 mph with No Ice (Reduced DL)1.2D + 1.0Di + 1.0Wi 40 mph with 0.75 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:9/15/2017 4:18:28 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)36.580 650.3125 47.501-12 0.00 39.975,439 36.580.00 47.48 13495.0 39.91 8015.638.05 152.00 127.9331.60 0.20562837.250 Butt650.2500 39.972-12 0.00 32.313,663 73.8336.58 31.98 6442.8 25.82 3388.640.17 159.91 129.2731.96 0.20562841.670 Butt650.1875 32.313-12 0.00 23.752,384 115.5073.83 19.40 2556.3 14.23 1008.143.51 172.37 126.6731.26 0.205628Shaft Weight 11,486

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

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

DistanceFrom Face(ft)VertEccQty

Attach

Ericsson AIR 21 (54" Height)115.00 90.40 5.800 0.71 0.71 2.0000.0003 256.44 6.879Ericsson AIR-32 B2A/B66Aa115.00 132.20 6.510 0.71 0.71 2.0000.0003 309.80 7.606Ericsson RRUS 11 B12115.00 50.70 2.790 0.67 0.67 2.0000.0003 216.74 6.879Flat Platform w/ Handrails115.00 2000.00 42.400 1.00 1.00 0.0000.0001 3,386.14 62.855RFS APXVFW24-C-A20115.00 73.00 11.310 0.71 0.71 2.0000.0003 336.04 12.925RFS ATMAA1412D-1A20115.00 13.00 1.000 0.50 0.50 2.0000.0003 46.90 1.4191' HP Dish114.00 20.00 0.990 1.00 1.00 0.0000.0001 41.87 1.5736.75" x 4.7" Radio114.00 7.00 0.310 0.50 0.50 0.0000.0001 25.84 0.505Alcatel-Lucent B25 RRH4x30-108.00 51.00 2.140 0.67 0.67 0.0000.0003 121.47 2.738Alcatel-Lucent RRH2x40W-108.00 51.00 2.140 0.67 0.67 0.0000.0003 121.95 2.256Alcatel-Lucent RRH4X25-108.00 70.00 3.160 0.67 0.67 0.0000.0003 158.49 4.416Commscope SBJAH4-1D65C-108.00 74.30 12.860 0.69 0.69 0.0000.0003 330.42 16.486Flat Platform w/ Handrails108.00 2000.00 42.400 1.00 1.00 0.0000.0001 3,376.13 62.708Hoffman AHE10X10X6108.00 30.00 0.970 0.67 0.67 0.0000.0006 64.79 1.213Kathrein Scala 800 10121108.00 46.30 5.160 0.68 0.68 0.0000.0003 176.72 6.155Kathrein Scala 80010966108.00 114.60 17.360 0.63 0.63 0.0000.0003 458.51 19.104Nokia B66a RRH4x45 (UHIE)108.00 56.80 2.540 0.67 0.67 0.0000.0003 137.43 3.209Nokia Flexi RRH 4T4R B14 108.00 50.70 2.420 0.67 0.67 0.0000.0003 123.68 3.059Powerwave Allgon LGP13519108.00 5.30 0.340 0.50 0.50 0.0000.0006 19.56 0.550Powerwave Allgon LGP21401108.00 14.10 1.100 0.50 0.50 0.0000.0006 46.19 1.546Raycap DC6-48-60-18-8F 108.00 20.00 1.110 1.00 1.00 0.0000.0002 107.81 2.777Raycap DC6-48-60-18-8F 108.00 20.00 1.110 1.00 1.00 0.0000.0001 107.81 2.77712" x 12" Junction Box101.00 10.00 1.200 0.50 0.50 0.0000.0001 59.40 1.6466.75" x 4.7" Radio101.00 7.00 0.310 0.50 0.50 0.0000.0003 26.50 0.502Alcatel-Lucent 2X50W RRH 101.00 53.00 2.130 0.67 0.67 0.0000.0003 112.42 2.287Alcatel-Lucent 9442 101.00 49.00 2.500 0.67 0.67 0.0000.0003 144.07 3.826Andrew VHLP2101.00 27.00 4.690 1.00 1.00 0.0000.0003 108.89 5.917Argus LLPX310R101.00 28.60 4.290 0.63 0.63 0.0000.0003 131.24 5.152EMS RR90-11-00DBL101.00 18.00 5.070 0.68 0.68 0.0000.0003 151.88 6.011Flat Platform w/ Handrails101.00 2000.00 42.400 1.00 1.00 0.0000.0001 3,368.18 62.590RFS APXVSPP18-C-A20101.00 57.00 8.020 0.69 0.69 0.0000.0003 247.39 9.261RFS SBX2-107AC101.00 26.50 5.400 1.00 1.00 0.0000.0001 134.17 6.718RFS SCX2-220AB101.00 22.00 4.800 0.90 0.90 0.0000.0001 111.39 5.972Samsung 2.5GHz nRRHv2101.00 50.70 2.500 0.67 0.67 0.0000.0003 116.35 3.1519934.80 34Number of Loadings :Totals 92 23,109.81

(ft)(ft)

Linear Appurtenance PropertiesDescriptionFrom ElevToElev

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

0.00 N1.00 N1.54 T-Mobile0.00 115.00 1 1/4" Hybriflex1 0.00 N0.82 N1.98 T-Mobile0.00 115.00 1 5/8" Coax120.00 N1.30 N1.98 T-Mobile0.00 115.00 1 5/8" Hybriflex Cable10.00 N0.07 N0.41 Unknown0.00 114.00 0.41" (10.3mm) LMR-1

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Site Number:9/15/2017 4:18:28 PM



Customer: AT&T MOBILITY0.00 N0.09 N0.41 AT&T Mobility0.00 108.00 0.41" (10.3mm) Fiber20.00 N0.59 N0.78 AT&T Mobility0.00 108.00 0.78" (19.7mm) 8 50.00 N0.23 N0.38 AT&T Mobility0.00 108.00 3/8" RET Control Cable32.18 Y0.33 N1.09 AT&T Mobility0.00 108.00 7/8" Coax12 0.00 N0.63 N1.55 Sprint Nextel0.00 101.00 1 1/4" Coax30.00 N1.00 N1.54 Sprint Nextel0.00 101.00 1 1/4" Hybriflex Cable30.00 Y0.15 N0.63 Sprint Nextel0.00 101.00 1/2" Coax52.38 Y3.65 N2.38 Sprint Nextel0.00 101.00 2" conduit2 0.00 N0.05 N0.31 Sprint Nextel0.00 101.00 5/16" (0.31"-7.9mm) 30.00 N0.33 N1.09 Sprint Nextel0.00 101.00 7/8" Coax3

Page: 3

Site Number:9/15/2017 4:18:29 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 0.3125 47.500 152.0038.0513,495.047.482 0.063.2 548.8 0.01.50 0.3125 47.192 151.0137.7813,232.147.172 241.663.5 541.7 0.05.00 0.3125 46.472 148.7137.1712,632.046.448 557.564.2 525.1 0.06.50 0.3125 46.163 147.7236.9012,380.446.137 236.364.5 518.1 0.010.00 0.3125 45.444 145.4236.2911,806.645.413 545.265.1 501.9 0.015.00 0.3125 44.416 142.1335.4011,017.944.379 763.966.1 479.2 0.020.00 0.3125 43.387 138.8434.5210,265.243.344 746.367.1 457.1 0.025.00 0.3125 42.359 135.5533.649,547.542.310 728.768.0 435.4 0.030.00 0.3125 41.331 132.2632.768,864.141.275 711.069.0 414.3 0.035.00 0.3125 40.303 128.9731.888,214.240.240 693.469.9 393.7 0.0Top - Section 136.58 0.3125 39.978 127.9331.608,015.639.914 215.570.3 387.3 0.0Bot - Section 236.58 0.2500 39.978 159.9140.176,442.831.981 60.9 311.3 0.039.50 0.2500 39.378 157.5139.536,155.131.498 315.461.6 302.0 0.040.00 0.2500 39.275 157.1039.426,106.731.415 53.561.7 300.4 0.045.00 0.2500 38.247 152.9938.315,636.730.587 527.562.9 284.7 0.050.00 0.2500 37.219 148.8737.215,191.429.760 513.464.1 269.5 0.053.50 0.2500 36.499 146.0036.444,894.029.180 351.065.0 259.0 0.055.00 0.2500 36.190 144.7636.114,770.228.932 148.365.3 254.6 0.060.00 0.2500 35.162 140.6535.014,372.428.104 485.266.5 240.2 0.065.00 0.2500 34.134 136.5433.913,997.427.277 471.167.7 226.2 0.070.00 0.2500 33.106 132.4232.803,644.426.449 457.068.9 212.7 0.073.50 0.2500 32.386 129.5532.033,410.125.870 311.669.8 203.4 0.0Top - Section 273.83 0.2500 32.319 129.2731.963,388.625.815 29.069.9 202.6 0.0Bot - Section 373.83 0.1875 32.319 172.3743.512,556.319.399 57.3 152.8 0.075.00 0.1875 32.078 171.0843.162,499.319.254 76.957.6 150.5 0.080.00 0.1875 31.050 165.6041.692,265.318.633 322.359.2 140.9 0.083.50 0.1875 30.330 161.7640.662,110.518.199 219.360.4 134.4 0.085.00 0.1875 30.022 160.1240.222,046.418.012 92.460.8 131.7 0.090.00 0.1875 28.994 154.6338.751,842.017.392 301.262.4 122.7 0.095.00 0.1875 27.965 149.1537.281,651.716.771 290.664.1 114.1 0.0100.0 0.1875 26.937 143.6735.821,475.016.150 280.165.7 105.8 0.0101.0 0.1875 26.732 142.5735.521,441.316.026 54.766.0 104.2 0.0105.0 0.1875 25.909 138.1834.351,311.415.529 214.867.3 97.8 0.0108.0 0.1875 25.292 134.8933.461,219.315.157 156.668.2 93.1 0.0110.0 0.1875 24.881 132.7032.881,160.314.909 102.368.9 90.1 0.0114.0 0.1875 24.058 128.3131.701,048.214.412 199.570.1 84.2 0.0115.0 0.1875 23.853 127.2231.411,021.414.288 48.870.5 82.7 0.0115.5 0.1875 23.750 126.6731.261,008.114.226 24.370.6 82.0 0.011,486.1

Page: 4

Site Number:9/15/2017 4:18:29 PM






90 mph with No 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 74.3 0.0 0.0 0.0 74.3 0.0 0.0 0.01.50 245.9 289.9 0.0 61.3 245.9 351.2 0.0 0.05.00 244.3 669.0 0.0 143.1 244.3 812.1 0.0 0.06.50 240.6 283.5 0.0 61.3 240.6 344.9 0.0 0.010.00 403.0 654.2 0.0 143.1 403.0 797.3 0.0 0.015.00 465.2 916.6 0.0 204.4 465.2 1,121.0 0.0 0.020.00 456.3 895.5 0.0 204.4 456.3 1,099.9 0.0 0.025.00 448.8 874.4 0.0 204.4 448.8 1,078.8 0.0 0.030.00 446.5 853.3 0.0 204.4 446.5 1,057.7 0.0 0.035.00 295.9 832.1 0.0 204.4 295.9 1,036.6 0.0 0.036.58 206.1Top - Section 1 258.6 0.0 64.6 206.1 323.2 0.0 0.039.50 157.3 378.4 0.0 119.4 157.3 497.8 0.0 0.040.00 256.6 64.2 0.0 20.4 256.6 84.7 0.0 0.045.00 470.2 632.9 0.0 204.4 470.2 837.4 0.0 0.050.00 403.9 616.0 0.0 204.4 403.9 820.5 0.0 0.053.50 239.2 421.2 0.0 143.1 239.2 564.3 0.0 0.055.00 312.9 178.0 0.0 61.3 312.9 239.3 0.0 0.060.00 483.0 582.2 0.0 204.4 483.0 786.7 0.0 0.065.00 484.8 565.3 0.0 204.4 484.8 769.8 0.0 0.070.00 412.7 548.5 0.0 204.4 412.7 752.9 0.0 0.073.50 186.0 373.9 0.0 143.1 186.0 517.0 0.0 0.073.83 72.8Top - Section 2 34.8 0.0 13.5 72.8 48.3 0.0 0.075.00 299.4 92.3 0.0 47.8 299.4 140.2 0.0 0.080.00 412.0 386.8 0.0 204.4 412.0 591.2 0.0 0.083.50 241.9 263.2 0.0 143.1 241.9 406.3 0.0 0.085.00 313.4 110.9 0.0 61.3 313.4 172.2 0.0 0.090.00 480.5 361.4 0.0 204.4 480.5 565.8 0.0 0.095.00 477.5 348.7 0.0 204.4 477.5 553.2 0.0 0.0100.00 285.3 336.1 0.0 204.4 285.3 540.5 0.0 0.0101.00 204.3Appertunance(s) 65.7 3,370.0 0.0 0.0 3,515.3 0.0 40.9 3,574.3 3,621.9 0.0 0.0105.00 272.5 257.7 0.0 96.0 272.5 353.7 0.0 0.0108.00 191.6Appertunance(s) 188.0 4,280.8 0.0 0.0 4,680.6 0.0 72.0 4,472.3 4,940.5 0.0 0.0110.00 225.4 122.8 0.0 29.3 225.4 152.1 0.0 0.0114.00 186.2Appertunance(s) 239.5 40.7 0.0 0.0 32.4 0.0 58.6 227.0 330.5 0.0 0.0115.00 55.1Appertunance(s) 58.6 3,055.1 0.0 3,086.3 3,693.5 0.0 14.6 3,110.2 3,766.6 0.0 0.0115.50 18.3 29.1 0.0 0.0 18.3 29.1 0.0 0.0Totals: 21,416.6 30,104.7 0.00 0.00

Page: 5

Site Number:9/15/2017 4:18:31 PM






90 mph with No Ice





0.00 -30.09 -21.36 -1,836.460.00 0.00 1,836.46 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.7171.50 -29.71 -21.16 -1,804.430.00 0.00 1,804.43 2,696.10 1,348.05 2,579.935,223.99 0.01 -0.06 0.7115.00 -28.86 -20.96 -1,730.370.00 0.00 1,730.37 2,682.85 1,341.42 2,527.575,117.97 0.10 -0.19 0.6966.50 -28.48 -20.77 -1,698.920.00 0.00 1,698.92 2,676.90 1,338.45 2,505.005,072.27 0.17 -0.25 0.68910.00 -27.63 -20.44 -1,626.230.00 0.00 1,626.23 2,662.39 1,331.19 2,452.054,965.05 0.40 -0.38 0.67415.00 -26.45 -20.05 -1,524.040.00 0.00 1,524.04 2,640.14 1,320.07 2,375.794,810.63 0.91 -0.57 0.65220.00 -25.29 -19.67 -1,423.780.00 0.00 1,423.78 2,616.10 1,308.05 2,298.894,654.92 1.61 -0.76 0.62925.00 -24.15 -19.28 -1,325.440.00 0.00 1,325.44 2,590.27 1,295.13 2,221.474,498.15 2.51 -0.95 0.60630.00 -23.04 -18.89 -1,229.020.00 0.00 1,229.02 2,562.65 1,281.32 2,143.644,340.57 3.61 -1.14 0.58335.00 -21.97 -18.62 -1,134.560.00 0.00 1,134.56 2,533.23 1,266.62 2,065.534,182.39 4.91 -1.33 0.55836.58 -21.62 -18.44 -1,105.130.00 0.00 1,105.13 2,523.57 1,261.78 2,040.804,132.32 5.36 -1.39 0.55036.58 -21.62 -18.44 -1,105.130.00 0.00 1,105.13 1,753.01 876.51 1,422.122,879.59 5.36 -1.39 0.79039.50 -21.11 -18.30 -1,051.280.00 0.00 1,051.28 1,746.41 873.21 1,395.222,825.13 6.25 -1.51 0.76640.00 -20.99 -18.09 -1,042.130.00 0.00 1,042.13 1,745.22 872.61 1,390.592,815.74 6.41 -1.53 0.76245.00 -20.09 -17.67 -951.700.00 0.00 951.70 1,732.33 866.17 1,343.722,720.83 8.14 -1.76 0.72050.00 -19.23 -17.31 -863.330.00 0.00 863.33 1,717.65 858.82 1,296.042,624.29 10.11 -1.99 0.67853.50 -18.64 -17.09 -802.760.00 0.00 802.76 1,706.30 853.15 1,262.252,555.87 11.63 -2.15 0.64755.00 -18.37 -16.81 -777.130.00 0.00 777.13 1,701.17 850.59 1,247.672,526.35 12.31 -2.22 0.63460.00 -17.54 -16.36 -693.080.00 0.00 693.08 1,682.91 841.45 1,198.722,427.24 14.76 -2.44 0.58965.00 -16.74 -15.90 -611.270.00 0.00 611.27 1,662.85 831.43 1,149.312,327.18 17.43 -2.65 0.54270.00 -15.96 -15.50 -531.750.00 0.00 531.75 1,641.00 820.50 1,099.542,226.41 20.31 -2.85 0.49473.50 -15.43 -15.31 -477.490.00 0.00 477.49 1,624.65 812.32 1,064.562,155.57 22.46 -2.99 0.45873.83 -15.38 -15.24 -472.440.00 0.00 472.44 1,623.06 811.53 1,061.252,148.89 22.66 -3.01 0.45573.83 -15.38 -15.24 -472.440.00 0.00 472.44 999.80 499.90 656.281,328.87 22.66 -3.01 0.73675.00 -15.22 -14.98 -454.600.00 0.00 454.60 998.81 499.41 650.691,317.56 23.41 -3.05 0.71580.00 -14.60 -14.58 -379.720.00 0.00 379.72 993.49 496.74 626.241,268.04 26.73 -3.29 0.62283.50 -14.18 -14.34 -328.690.00 0.00 328.69 988.69 494.35 608.591,232.31 29.20 -3.44 0.55585.00 -14.00 -14.05 -307.170.00 0.00 307.17 986.37 493.18 600.911,216.76 30.29 -3.51 0.52690.00 -13.42 -13.58 -236.920.00 0.00 236.92 977.46 488.73 574.831,163.95 34.07 -3.70 0.42795.00 -12.87 -13.10 -169.030.00 0.00 169.03 966.76 483.38 548.121,109.86 38.03 -3.85 0.322100.00 -12.34 -12.79 -103.560.00 0.00 103.56 954.27 477.13 520.881,054.70 42.13 -3.97 0.212101.00 -8.96 -8.98 -90.770.00 0.00 90.77 951.55 475.78 515.381,043.56 42.97 -3.99 0.186105.00 -8.62 -8.69 -54.860.00 0.00 54.86 939.99 469.99 493.22998.71 46.34 -4.05 0.121108.00 -4.01 -3.88 -28.810.00 0.00 28.81 930.56 465.28 476.48964.81 48.89 -4.08 0.065110.00 -3.88 -3.64 -21.050.00 0.00 21.05 923.92 461.96 465.27942.11 50.60 -4.09 0.050114.00 -3.56 -3.39 -6.490.00 0.00 6.49 909.77 454.88 442.77896.55 54.02 -4.10 0.019115.00 -0.03 -0.02 -0.010.00 0.00 0.01 906.05 453.03 437.14885.14 54.88 -4.10 0.000115.50 0.00 -0.02 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 55.31 -4.10 0.000

Page: 6

Site Number:9/15/2017 4:18:31 PM







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 74.3 0.0 0.0 0.0 74.3 0.0 0.0 0.01.50 245.9 217.4 0.0 46.0 245.9 263.4 0.0 0.05.00 244.3 501.7 0.0 107.3 244.3 609.1 0.0 0.06.50 240.6 212.7 0.0 46.0 240.6 258.7 0.0 0.010.00 403.0 490.7 0.0 107.3 403.0 598.0 0.0 0.015.00 465.0 687.5 0.0 153.3 465.0 840.8 0.0 0.020.00 454.2 671.6 0.0 153.3 454.2 824.9 0.0 0.025.00 443.5 655.8 0.0 153.3 443.5 809.1 0.0 0.030.00 437.8 639.9 0.0 153.3 437.8 793.3 0.0 0.035.00 288.7 624.1 0.0 153.3 288.7 777.4 0.0 0.036.58 199.8Top - Section 1 193.9 0.0 48.4 199.8 242.4 0.0 0.039.50 152.2 283.8 0.0 89.5 152.2 373.4 0.0 0.040.00 246.6 48.2 0.0 15.3 246.6 63.5 0.0 0.045.00 449.7 474.7 0.0 153.3 449.7 628.0 0.0 0.050.00 383.4 462.0 0.0 153.3 383.4 615.3 0.0 0.053.50 225.6 315.9 0.0 107.3 225.6 423.2 0.0 0.055.00 292.7 133.5 0.0 46.0 292.7 179.5 0.0 0.060.00 449.0 436.7 0.0 153.3 449.0 590.0 0.0 0.065.00 445.9 424.0 0.0 153.3 445.9 577.3 0.0 0.070.00 376.1 411.3 0.0 153.3 376.1 564.7 0.0 0.073.50 168.5 280.4 0.0 107.3 168.5 387.7 0.0 0.073.83 65.6Top - Section 2 26.1 0.0 10.1 65.6 36.2 0.0 0.075.00 268.0 69.2 0.0 35.9 268.0 105.1 0.0 0.080.00 366.7 290.1 0.0 153.3 366.7 443.4 0.0 0.083.50 213.6 197.4 0.0 107.3 213.6 304.7 0.0 0.085.00 273.6 83.2 0.0 46.0 273.6 129.2 0.0 0.090.00 415.7 271.1 0.0 153.3 415.7 424.4 0.0 0.095.00 407.2 261.6 0.0 153.3 407.2 414.9 0.0 0.0100.00 241.1 252.1 0.0 153.3 241.1 405.4 0.0 0.0101.00 196.6Appertunance(s) 49.3 3,370.0 0.0 0.0 2,636.5 0.0 30.7 3,566.6 2,716.4 0.0 0.0105.00 272.5 193.3 0.0 72.0 272.5 265.2 0.0 0.0108.00 191.6Appertunance(s) 141.0 4,280.8 0.0 0.0 3,510.4 0.0 54.0 4,472.3 3,705.4 0.0 0.0110.00 225.4 92.1 0.0 22.0 225.4 114.1 0.0 0.0114.00 186.2Appertunance(s) 179.6 40.7 0.0 0.0 24.3 0.0 44.0 227.0 247.8 0.0 0.0115.00 55.1Appertunance(s) 43.9 3,055.1 0.0 3,086.3 2,770.1 0.0 10.9 3,110.2 2,825.0 0.0 0.0115.50 18.3 21.8 0.0 0.0 18.3 21.8 0.0 0.0Totals: 20,831.0 22,578.5 0.00 0.00

Page: 7

Site Number:9/15/2017 4:18:33 PM











0.00 -22.57 -20.77 -1,773.550.00 0.00 1,773.55 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.6901.50 -22.27 -20.56 -1,742.400.00 0.00 1,742.40 2,696.10 1,348.05 2,579.935,223.99 0.01 -0.06 0.6845.00 -21.63 -20.35 -1,670.450.00 0.00 1,670.45 2,682.85 1,341.42 2,527.575,117.97 0.10 -0.18 0.6696.50 -21.34 -20.14 -1,639.940.00 0.00 1,639.94 2,676.90 1,338.45 2,505.005,072.27 0.17 -0.24 0.66310.00 -20.69 -19.79 -1,569.450.00 0.00 1,569.45 2,662.39 1,331.19 2,452.054,965.05 0.39 -0.37 0.64815.00 -19.79 -19.38 -1,470.500.00 0.00 1,470.50 2,640.14 1,320.07 2,375.794,810.63 0.88 -0.55 0.62720.00 -18.91 -18.98 -1,373.590.00 0.00 1,373.59 2,616.10 1,308.05 2,298.894,654.92 1.55 -0.74 0.60525.00 -18.05 -18.58 -1,278.700.00 0.00 1,278.70 2,590.27 1,295.13 2,221.474,498.15 2.42 -0.92 0.58330.00 -17.21 -18.19 -1,185.790.00 0.00 1,185.79 2,562.65 1,281.32 2,143.644,340.57 3.48 -1.10 0.56035.00 -16.40 -17.91 -1,094.870.00 0.00 1,094.87 2,533.23 1,266.62 2,065.534,182.39 4.74 -1.29 0.53736.58 -16.13 -17.73 -1,066.570.00 0.00 1,066.57 2,523.57 1,261.78 2,040.804,132.32 5.17 -1.35 0.52936.58 -16.13 -17.73 -1,066.570.00 0.00 1,066.57 1,753.01 876.51 1,422.122,879.59 5.17 -1.35 0.76039.50 -15.74 -17.59 -1,014.790.00 0.00 1,014.79 1,746.41 873.21 1,395.222,825.13 6.03 -1.45 0.73740.00 -15.65 -17.38 -1,005.990.00 0.00 1,005.99 1,745.22 872.61 1,390.592,815.74 6.19 -1.48 0.73345.00 -14.97 -16.97 -919.120.00 0.00 919.12 1,732.33 866.17 1,343.722,720.83 7.85 -1.70 0.69350.00 -14.31 -16.61 -834.280.00 0.00 834.28 1,717.65 858.82 1,296.042,624.29 9.75 -1.92 0.65253.50 -13.86 -16.40 -776.140.00 0.00 776.14 1,706.30 853.15 1,262.252,555.87 11.22 -2.08 0.62355.00 -13.66 -16.13 -751.550.00 0.00 751.55 1,701.17 850.59 1,247.672,526.35 11.88 -2.14 0.61160.00 -13.03 -15.71 -670.890.00 0.00 670.89 1,682.91 841.45 1,198.722,427.24 14.24 -2.36 0.56865.00 -12.41 -15.28 -592.350.00 0.00 592.35 1,662.85 831.43 1,149.312,327.18 16.82 -2.56 0.52370.00 -11.83 -14.91 -515.940.00 0.00 515.94 1,641.00 820.50 1,099.542,226.41 19.61 -2.76 0.47773.50 -11.43 -14.74 -463.750.00 0.00 463.75 1,624.65 812.32 1,064.562,155.57 21.68 -2.89 0.44373.83 -11.39 -14.68 -458.880.00 0.00 458.88 1,623.06 811.53 1,061.252,148.89 21.88 -2.90 0.44073.83 -11.39 -14.68 -458.880.00 0.00 458.88 999.80 499.90 656.281,328.87 21.88 -2.90 0.71175.00 -11.26 -14.43 -441.710.00 0.00 441.71 998.81 499.41 650.691,317.56 22.60 -2.95 0.69180.00 -10.79 -14.08 -369.540.00 0.00 369.54 993.49 496.74 626.241,268.04 25.81 -3.18 0.60283.50 -10.47 -13.87 -320.270.00 0.00 320.27 988.69 494.35 608.591,232.31 28.20 -3.33 0.53885.00 -10.33 -13.61 -299.470.00 0.00 299.47 986.37 493.18 600.911,216.76 29.26 -3.39 0.51090.00 -9.89 -13.20 -231.410.00 0.00 231.41 977.46 488.73 574.831,163.95 32.91 -3.58 0.41395.00 -9.48 -12.79 -165.420.00 0.00 165.42 966.76 483.38 548.121,109.86 36.74 -3.73 0.312100.00 -9.07 -12.53 -101.480.00 0.00 101.48 954.27 477.13 520.881,054.70 40.72 -3.85 0.205101.00 -6.60 -8.79 -88.950.00 0.00 88.95 951.55 475.78 515.381,043.56 41.53 -3.86 0.180105.00 -6.34 -8.51 -53.770.00 0.00 53.77 939.99 469.99 493.22998.71 44.79 -3.92 0.116108.00 -2.95 -3.79 -28.250.00 0.00 28.25 930.56 465.28 476.48964.81 47.26 -3.95 0.063110.00 -2.86 -3.56 -20.660.00 0.00 20.66 923.92 461.96 465.27942.11 48.92 -3.96 0.048114.00 -2.62 -3.32 -6.410.00 0.00 6.41 909.77 454.88 442.77896.55 52.24 -3.97 0.017115.00 -0.02 -0.02 -0.010.00 0.00 0.01 906.05 453.03 437.14885.14 53.07 -3.97 0.000115.50 0.00 -0.02 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 53.48 -3.97 0.000

Page: 8

Site Number:9/15/2017 4:18:33 PM







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 11.5 0.0 0.0 0.0 11.5 0.0 0.0 0.01.50 38.1 386.1 0.0 95.7 38.1 481.9 0.0 0.05.00 38.0 926.1 0.0 237.3 38.0 1,163.3 0.0 0.06.50 37.6 399.6 0.0 104.3 37.6 503.9 0.0 0.010.00 63.1 930.9 0.0 247.6 63.1 1,178.6 0.0 0.015.00 73.0 1,320.1 0.0 361.0 73.0 1,681.1 0.0 0.020.00 71.6 1,303.8 0.0 367.2 71.6 1,671.0 0.0 0.025.00 70.1 1,283.8 0.0 372.0 70.1 1,655.8 0.0 0.030.00 69.4 1,261.4 0.0 375.9 69.4 1,637.4 0.0 0.035.00 45.8 1,237.4 0.0 379.3 45.8 1,616.7 0.0 0.036.58 31.8Top - Section 1 386.9 0.0 120.5 31.8 507.4 0.0 0.039.50 24.2 613.7 0.0 223.4 24.2 837.1 0.0 0.040.00 39.3 104.6 0.0 38.3 39.3 142.9 0.0 0.045.00 71.8 1,029.2 0.0 384.9 71.8 1,414.0 0.0 0.050.00 61.4 1,006.5 0.0 387.3 61.4 1,393.8 0.0 0.053.50 36.2 691.8 0.0 272.4 36.2 964.2 0.0 0.055.00 47.1 293.6 0.0 117.0 47.1 410.6 0.0 0.060.00 72.3 959.4 0.0 391.4 72.3 1,350.8 0.0 0.065.00 72.1 935.1 0.0 393.3 72.1 1,328.4 0.0 0.070.00 61.0 910.5 0.0 395.0 61.0 1,305.5 0.0 0.073.50 27.4 623.6 0.0 277.5 27.4 901.1 0.0 0.073.83 10.7Top - Section 2 58.4 0.0 26.2 10.7 84.6 0.0 0.075.00 43.7 175.4 0.0 93.0 43.7 268.3 0.0 0.080.00 59.8 732.3 0.0 398.2 59.8 1,130.5 0.0 0.083.50 34.9 501.0 0.0 279.6 34.9 780.6 0.0 0.085.00 44.9 212.2 0.0 120.0 44.9 332.2 0.0 0.090.00 68.4 689.3 0.0 401.0 68.4 1,090.3 0.0 0.095.00 67.3 667.5 0.0 402.3 67.3 1,069.8 0.0 0.0100.00 39.9 645.4 0.0 403.6 39.9 1,049.0 0.0 0.0101.00 32.7Appertunance(s) 127.3 555.7 0.0 0.0 6,773.1 0.0 80.9 588.4 6,981.3 0.0 0.0105.00 45.4 497.7 0.0 182.9 45.4 680.6 0.0 0.0108.00 32.0Appertunance(s) 364.5 705.0 0.0 0.0 9,392.7 0.0 137.4 737.1 9,894.7 0.0 0.0110.00 37.8 239.0 0.0 29.3 37.8 268.3 0.0 0.0114.00 31.3Appertunance(s) 465.3 8.0 0.0 0.0 66.6 0.0 58.6 39.3 590.5 0.0 0.0115.00 9.3Appertunance(s) 114.7 523.4 0.0 493.3 7,049.4 0.0 14.6 532.7 7,178.7 0.0 0.0115.50 3.1 57.1 0.0 0.0 3.1 57.1 0.0 0.0Totals: 3,416.06 53,602.2 0.00 0.00

Page: 9

Site Number:9/15/2017 4:18:36 PM











0.00 -53.60 -3.41 -308.620.00 0.00 308.62 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.1381.50 -53.12 -3.39 -303.510.00 0.00 303.51 2,696.10 1,348.05 2,579.935,223.99 0.00 -0.01 0.1375.00 -51.95 -3.36 -291.660.00 0.00 291.66 2,682.85 1,341.42 2,527.575,117.97 0.02 -0.03 0.1356.50 -51.45 -3.34 -286.620.00 0.00 286.62 2,676.90 1,338.45 2,505.005,072.27 0.03 -0.04 0.13410.00 -50.27 -3.30 -274.930.00 0.00 274.93 2,662.39 1,331.19 2,452.054,965.05 0.07 -0.06 0.13115.00 -48.59 -3.25 -258.440.00 0.00 258.44 2,640.14 1,320.07 2,375.794,810.63 0.15 -0.10 0.12720.00 -46.91 -3.20 -242.200.00 0.00 242.20 2,616.10 1,308.05 2,298.894,654.92 0.27 -0.13 0.12325.00 -45.26 -3.15 -226.190.00 0.00 226.19 2,590.27 1,295.13 2,221.474,498.15 0.42 -0.16 0.11930.00 -43.62 -3.10 -210.420.00 0.00 210.42 2,562.65 1,281.32 2,143.644,340.57 0.61 -0.19 0.11535.00 -42.00 -3.07 -194.910.00 0.00 194.91 2,533.23 1,266.62 2,065.534,182.39 0.83 -0.23 0.11136.58 -41.49 -3.04 -190.060.00 0.00 190.06 2,523.57 1,261.78 2,040.804,132.32 0.91 -0.24 0.11036.58 -41.49 -3.04 -190.060.00 0.00 190.06 1,753.01 876.51 1,422.122,879.59 0.91 -0.24 0.15739.50 -40.65 -3.02 -181.170.00 0.00 181.17 1,746.41 873.21 1,395.222,825.13 1.06 -0.26 0.15340.00 -40.51 -3.00 -179.660.00 0.00 179.66 1,745.22 872.61 1,390.592,815.74 1.09 -0.26 0.15245.00 -39.10 -2.95 -164.660.00 0.00 164.66 1,732.33 866.17 1,343.722,720.83 1.38 -0.30 0.14550.00 -37.70 -2.90 -149.920.00 0.00 149.92 1,717.65 858.82 1,296.042,624.29 1.72 -0.34 0.13853.50 -36.74 -2.87 -139.760.00 0.00 139.76 1,706.30 853.15 1,262.252,555.87 1.98 -0.37 0.13255.00 -36.32 -2.84 -135.450.00 0.00 135.45 1,701.17 850.59 1,247.672,526.35 2.09 -0.38 0.13060.00 -34.97 -2.78 -121.260.00 0.00 121.26 1,682.91 841.45 1,198.722,427.24 2.51 -0.42 0.12265.00 -33.64 -2.72 -107.360.00 0.00 107.36 1,662.85 831.43 1,149.312,327.18 2.97 -0.46 0.11470.00 -32.34 -2.66 -93.760.00 0.00 93.76 1,641.00 820.50 1,099.542,226.41 3.47 -0.49 0.10573.50 -31.43 -2.64 -84.440.00 0.00 84.44 1,624.65 812.32 1,064.562,155.57 3.84 -0.52 0.09973.83 -31.35 -2.63 -83.570.00 0.00 83.57 1,623.06 811.53 1,061.252,148.89 3.87 -0.52 0.09873.83 -31.35 -2.63 -83.570.00 0.00 83.57 999.80 499.90 656.281,328.87 3.87 -0.52 0.15975.00 -31.08 -2.60 -80.490.00 0.00 80.49 998.81 499.41 650.691,317.56 4.00 -0.53 0.15580.00 -29.95 -2.54 -67.510.00 0.00 67.51 993.49 496.74 626.241,268.04 4.57 -0.57 0.13883.50 -29.17 -2.51 -58.610.00 0.00 58.61 988.69 494.35 608.591,232.31 5.00 -0.60 0.12685.00 -28.84 -2.47 -54.850.00 0.00 54.85 986.37 493.18 600.911,216.76 5.19 -0.61 0.12190.00 -27.74 -2.41 -42.480.00 0.00 42.48 977.46 488.73 574.831,163.95 5.84 -0.64 0.10295.00 -26.67 -2.34 -30.440.00 0.00 30.44 966.76 483.38 548.121,109.86 6.53 -0.67 0.083100.00 -25.63 -2.29 -18.730.00 0.00 18.73 954.27 477.13 520.881,054.70 7.25 -0.69 0.063101.00 -18.65 -1.62 -16.440.00 0.00 16.44 951.55 475.78 515.381,043.56 7.39 -0.69 0.052105.00 -17.97 -1.57 -9.950.00 0.00 9.95 939.99 469.99 493.22998.71 7.98 -0.70 0.039108.00 -8.09 -0.71 -5.240.00 0.00 5.24 930.56 465.28 476.48964.81 8.42 -0.71 0.020110.00 -7.82 -0.67 -3.810.00 0.00 3.81 923.92 461.96 465.27942.11 8.72 -0.71 0.017114.00 -7.23 -0.63 -1.120.00 0.00 1.12 909.77 454.88 442.77896.55 9.32 -0.71 0.010115.00 -0.06 0.00 0.000.00 0.00 0.00 906.05 453.03 437.14885.14 9.47 -0.71 0.000115.50 0.00 0.00 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 9.54 -0.71 0.000

Page: 10

Site Number:9/15/2017 4:18:36 PM







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 20.7 0.0 0.0 0.0 20.7 0.0 0.0 0.01.50 68.3 241.6 0.0 51.1 68.3 292.7 0.0 0.05.00 67.9 557.5 0.0 119.2 67.9 676.7 0.0 0.06.50 66.8 236.3 0.0 51.1 66.8 287.4 0.0 0.010.00 111.9 545.2 0.0 119.2 111.9 664.4 0.0 0.015.00 129.2 763.9 0.0 170.4 129.2 934.2 0.0 0.020.00 126.2 746.3 0.0 170.4 126.2 916.6 0.0 0.025.00 123.2 728.7 0.0 170.4 123.2 899.0 0.0 0.030.00 121.6 711.0 0.0 170.4 121.6 881.4 0.0 0.035.00 80.2 693.4 0.0 170.4 80.2 863.8 0.0 0.036.58 55.5Top - Section 1 215.5 0.0 53.8 55.5 269.3 0.0 0.039.50 42.3 315.4 0.0 99.5 42.3 414.9 0.0 0.040.00 68.5 53.5 0.0 17.0 68.5 70.6 0.0 0.045.00 124.9 527.5 0.0 170.4 124.9 697.8 0.0 0.050.00 106.5 513.4 0.0 170.4 106.5 683.7 0.0 0.053.50 62.7 351.0 0.0 119.2 62.7 470.2 0.0 0.055.00 81.3 148.3 0.0 51.1 81.3 199.4 0.0 0.060.00 124.7 485.2 0.0 170.4 124.7 655.6 0.0 0.065.00 123.9 471.1 0.0 170.4 123.9 641.5 0.0 0.070.00 104.5 457.0 0.0 170.4 104.5 627.4 0.0 0.073.50 46.8 311.6 0.0 119.2 46.8 430.8 0.0 0.073.83 18.2Top - Section 2 29.0 0.0 11.2 18.2 40.3 0.0 0.075.00 74.5 76.9 0.0 39.9 74.5 116.8 0.0 0.080.00 101.9 322.3 0.0 170.4 101.9 492.7 0.0 0.083.50 59.3 219.3 0.0 119.2 59.3 338.6 0.0 0.085.00 76.0 92.4 0.0 51.1 76.0 143.5 0.0 0.090.00 115.5 301.2 0.0 170.4 115.5 471.5 0.0 0.095.00 113.1 290.6 0.0 170.4 113.1 461.0 0.0 0.0100.00 67.0 280.1 0.0 170.4 67.0 450.4 0.0 0.0101.00 54.6Appertunance(s) 54.7 936.1 0.0 0.0 2,929.4 0.0 34.1 990.7 3,018.2 0.0 0.0105.00 75.7 214.8 0.0 80.0 75.7 294.7 0.0 0.0108.00 53.2Appertunance(s) 156.6 1,189.1 0.0 0.0 3,900.5 0.0 60.0 1,242.3 4,117.1 0.0 0.0110.00 62.6 102.3 0.0 24.4 62.6 126.7 0.0 0.0114.00 51.7Appertunance(s) 199.5 11.3 0.0 0.0 27.0 0.0 48.8 63.0 275.4 0.0 0.0115.00 15.3Appertunance(s) 48.8 848.6 0.0 857.3 3,077.9 0.0 12.1 863.9 3,138.9 0.0 0.0115.50 5.1 24.3 0.0 0.0 5.1 24.3 0.0 0.0Totals: 5,786.40 25,087.2 0.00 0.00

Page: 11

Site Number:9/15/2017 4:18:38 PM











0.00 -25.09 -5.77 -494.590.00 0.00 494.59 2,701.51 1,350.76 2,602.235,269.15 0.00 0.00 0.1991.50 -24.79 -5.71 -485.940.00 0.00 485.94 2,696.10 1,348.05 2,579.935,223.99 0.00 -0.02 0.1985.00 -24.11 -5.65 -465.950.00 0.00 465.95 2,682.85 1,341.42 2,527.575,117.97 0.03 -0.05 0.1936.50 -23.82 -5.60 -457.470.00 0.00 457.47 2,676.90 1,338.45 2,505.005,072.27 0.05 -0.07 0.19210.00 -23.15 -5.50 -437.880.00 0.00 437.88 2,662.39 1,331.19 2,452.054,965.05 0.11 -0.10 0.18715.00 -22.21 -5.39 -410.370.00 0.00 410.37 2,640.14 1,320.07 2,375.794,810.63 0.24 -0.15 0.18120.00 -21.29 -5.28 -383.420.00 0.00 383.42 2,616.10 1,308.05 2,298.894,654.92 0.43 -0.21 0.17525.00 -20.39 -5.17 -357.010.00 0.00 357.01 2,590.27 1,295.13 2,221.474,498.15 0.68 -0.26 0.16930.00 -19.51 -5.06 -331.150.00 0.00 331.15 2,562.65 1,281.32 2,143.644,340.57 0.97 -0.31 0.16235.00 -18.64 -4.99 -305.840.00 0.00 305.84 2,533.23 1,266.62 2,065.534,182.39 1.32 -0.36 0.15536.58 -18.37 -4.94 -297.950.00 0.00 297.95 2,523.57 1,261.78 2,040.804,132.32 1.44 -0.38 0.15336.58 -18.37 -4.94 -297.950.00 0.00 297.95 1,753.01 876.51 1,422.122,879.59 1.44 -0.38 0.22039.50 -17.95 -4.90 -283.530.00 0.00 283.53 1,746.41 873.21 1,395.222,825.13 1.68 -0.41 0.21440.00 -17.88 -4.84 -281.080.00 0.00 281.08 1,745.22 872.61 1,390.592,815.74 1.73 -0.41 0.21245.00 -17.18 -4.73 -256.870.00 0.00 256.87 1,732.33 866.17 1,343.722,720.83 2.19 -0.47 0.20150.00 -16.49 -4.63 -233.220.00 0.00 233.22 1,717.65 858.82 1,296.042,624.29 2.72 -0.54 0.19053.50 -16.02 -4.57 -217.000.00 0.00 217.00 1,706.30 853.15 1,262.252,555.87 3.13 -0.58 0.18155.00 -15.82 -4.50 -210.140.00 0.00 210.14 1,701.17 850.59 1,247.672,526.35 3.32 -0.60 0.17860.00 -15.16 -4.39 -187.630.00 0.00 187.63 1,682.91 841.45 1,198.722,427.24 3.98 -0.66 0.16665.00 -14.51 -4.27 -165.710.00 0.00 165.71 1,662.85 831.43 1,149.312,327.18 4.70 -0.72 0.15370.00 -13.88 -4.17 -144.370.00 0.00 144.37 1,641.00 820.50 1,099.542,226.41 5.48 -0.77 0.14073.50 -13.45 -4.12 -129.780.00 0.00 129.78 1,624.65 812.32 1,064.562,155.57 6.05 -0.81 0.13073.83 -13.41 -4.10 -128.420.00 0.00 128.42 1,623.06 811.53 1,061.252,148.89 6.11 -0.81 0.12973.83 -13.41 -4.10 -128.420.00 0.00 128.42 999.80 499.90 656.281,328.87 6.11 -0.81 0.20975.00 -13.29 -4.04 -123.620.00 0.00 123.62 998.81 499.41 650.691,317.56 6.31 -0.82 0.20380.00 -12.80 -3.94 -103.450.00 0.00 103.45 993.49 496.74 626.241,268.04 7.21 -0.89 0.17883.50 -12.46 -3.88 -89.670.00 0.00 89.67 988.69 494.35 608.591,232.31 7.88 -0.93 0.16085.00 -12.32 -3.81 -83.850.00 0.00 83.85 986.37 493.18 600.911,216.76 8.17 -0.95 0.15290.00 -11.84 -3.70 -64.810.00 0.00 64.81 977.46 488.73 574.831,163.95 9.19 -1.00 0.12595.00 -11.38 -3.58 -46.330.00 0.00 46.33 966.76 483.38 548.121,109.86 10.27 -1.04 0.096100.00 -10.93 -3.51 -28.420.00 0.00 28.42 954.27 477.13 520.881,054.70 11.38 -1.08 0.066101.00 -7.93 -2.46 -24.910.00 0.00 24.91 951.55 475.78 515.381,043.56 11.60 -1.08 0.057105.00 -7.64 -2.38 -15.060.00 0.00 15.06 939.99 469.99 493.22998.71 12.52 -1.10 0.039108.00 -3.55 -1.06 -7.910.00 0.00 7.91 930.56 465.28 476.48964.81 13.21 -1.10 0.020110.00 -3.42 -1.00 -5.780.00 0.00 5.78 923.92 461.96 465.27942.11 13.67 -1.11 0.016114.00 -3.15 -0.93 -1.790.00 0.00 1.79 909.77 454.88 442.77896.55 14.60 -1.11 0.008115.00 -0.02 -0.01 0.000.00 0.00 0.00 906.05 453.03 437.14885.14 14.83 -1.11 0.000115.50 0.00 -0.01 0.000.00 0.00 0.00 904.17 452.08 434.32879.43 14.95 -1.11 0.000

Page: 12

Site Number:9/15/2017 4:18:38 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):

0.120.05

81.001.602.401.500.130.080.030.030.032.031.301.76

25.090.98

kk

):1

L):

):s

E):):

av

ds):d1):

s):ss

::

Segment (ft)


WC


Vertical Force

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

zvx

35 300.00210524 2115.2534 750.00526261 5114.5033 3040.0181,027248 18112.0032 1550.009499127 9109.0031 2650.014819217 14106.5030 3610.0191,051295 18103.0029 1090.00530389 5100.5028 5520.0261,457450 2597.5027 5650.0241,359461 2492.5026 5780.0221,261472 2287.5025 1760.006359144 684.2524 4150.014803339 1481.7523 6040.0191,063493 1877.5022 1430.004235117 474.4221 490.0017940 173.6720 5280.014811431 1471.7519 7690.0191,061627 1867.5018 7860.017947641 1662.5017 8030.015835656 1457.5016 2440.004229199 454.2515 5760.009498470 951.7514 8380.011622684 1147.5013 8550.009522698 942.50Page: 13

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITY12 860.0014771 139.7511 5080.005255415 438.0410 3300.003149269 335.799 1,0590.007402864 732.508 1,0800.005306881 527.507 1,1020.004219899 422.506 1,1230.003143917 217.505 1,1450.00181934 112.504 8140.00028664 08.253 3520.0006287 05.752 8290.0005677 03.251 3590.0000293 00.75RFS ATMAA1412D-1A20 480.00316939 3115.00Ericsson RRUS 11 B12 1860.012659152 11115.00Ericsson AIR 21 (54" 3320.0211,174271 20115.00Ericsson AIR-32 B2A/ 4860.0301,717397 30115.00RFS APXVFW24-C-A20 2680.017948219 16115.00Flat Platform w/ Han 2,4510.1538,6602,000 150115.006.75" x 4.7" Radio 90.001307 1114.001' HP Dish 250.0028520 1114.00Powerwave Allgon LGP 390.00212332 2108.00Hoffman AHE10X10X6 2210.012698180 12108.00Powerwave Allgon LGP 1040.00632885 6108.00Raycap DC6-48-60-18- 490.00315540 3108.00Raycap DC6-48-60-18- 250.0017820 1108.00Alcatel-Lucent RRH2x 1880.010593153 10108.00Alcatel-Lucent B25 R 1880.010593153 10108.00Nokia Flexi RRH 4T4R 1860.010590152 10108.00Nokia B66a RRH4x45 ( 2090.012660170 11108.00Alcatel-Lucent RRH4X 2570.014814210 14108.00Kathrein Scala 800 1 1700.010538139 9108.00Commscope SBJAH4-1D6 2730.015864223 15108.00Kathrein Scala 80010 4210.0241,333344 23108.00Flat Platform w/ Han 2,4510.1377,7522,000 134108.006.75" x 4.7" Radio 260.0017221 1101.0012" x 12" Junction B 120.0013410 1101.00Alcatel-Lucent 2X50W 1950.010548159 9101.00Samsung 2.5GHz nRRHv 1860.009524152 9101.00Alcatel-Lucent 9442 1800.009506147 9101.00Argus LLPX310R 1050.00529586 5101.00Andrew VHLP2 990.00527981 5101.00RFS SCX2-220AB 270.0017622 1101.00EMS RR90-11-00DBL 660.00318654 3101.00RFS SBX2-107AC 320.0029126 2101.00RFS APXVSPP18-C-A20 2100.010589171 10101.00Flat Platform w/ Han 2,4510.1226,8872,000 119101.00

25,087 56,497 1.000 978 30,747

Segment (ft)


WC


Vertical Force

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

zvx

35 210.00210524 2115.2534 530.00526261 5114.5033 2170.0181,027248 18112.0032 1110.009499127 9109.0031 1890.014819217 14106.5030 2580.0191,051295 18103.0029 780.00530389 5100.5028 3940.0261,457450 2597.50

Page: 14

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITY27 4030.0241,359461 2492.5026 4120.0221,261472 2287.5025 1250.006359144 684.2524 2960.014803339 1481.7523 4310.0191,063493 1877.5022 1020.004235117 474.4221 350.0017940 173.6720 3770.014811431 1471.7519 5490.0191,061627 1867.5018 5610.017947641 1662.5017 5730.015835656 1457.5016 1740.004229199 454.2515 4110.009498470 951.7514 5980.011622684 1147.5013 6100.009522698 942.5012 620.0014771 139.7511 3630.005255415 438.0410 2350.003149269 335.799 7550.007402864 732.508 7710.005306881 527.507 7860.004219899 422.506 8010.003143917 217.505 8170.00181934 112.504 5810.00028664 08.253 2510.0006287 05.752 5920.0005677 03.251 2560.0000293 00.75RFS ATMAA1412D-1A20 340.00316939 3115.00Ericsson RRUS 11 B12 1330.012659152 11115.00Ericsson AIR 21 (54" 2370.0211,174271 20115.00Ericsson AIR-32 B2A/ 3470.0301,717397 30115.00RFS APXVFW24-C-A20 1910.017948219 16115.00Flat Platform w/ Han 1,7490.1538,6602,000 150115.006.75" x 4.7" Radio 60.001307 1114.001' HP Dish 170.0028520 1114.00Powerwave Allgon LGP 280.00212332 2108.00Hoffman AHE10X10X6 1570.012698180 12108.00Powerwave Allgon LGP 740.00632885 6108.00Raycap DC6-48-60-18- 350.00315540 3108.00Raycap DC6-48-60-18- 170.0017820 1108.00Alcatel-Lucent RRH2x 1340.010593153 10108.00Alcatel-Lucent B25 R 1340.010593153 10108.00Nokia Flexi RRH 4T4R 1330.010590152 10108.00Nokia B66a RRH4x45 ( 1490.012660170 11108.00Alcatel-Lucent RRH4X 1840.014814210 14108.00Kathrein Scala 800 1 1210.010538139 9108.00Commscope SBJAH4-1D6 1950.015864223 15108.00Kathrein Scala 80010 3010.0241,333344 23108.00Flat Platform w/ Han 1,7490.1377,7522,000 134108.006.75" x 4.7" Radio 180.0017221 1101.0012" x 12" Junction B 90.0013410 1101.00Alcatel-Lucent 2X50W 1390.010548159 9101.00Samsung 2.5GHz nRRHv 1330.009524152 9101.00Alcatel-Lucent 9442 1290.009506147 9101.00Argus LLPX310R 750.00529586 5101.00Andrew VHLP2 710.00527981 5101.00RFS SCX2-220AB 190.0017622 1101.00EMS RR90-11-00DBL 470.00318654 3101.00RFS SBX2-107AC 230.0029126 2101.00RFS APXVSPP18-C-A20 1500.010589171 10101.00Flat Platform w/ Han 1,7490.1226,8872,000 119101.00

25,087 56,497 1.000 978 21,936

Page: 15

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Page: 16

Site Number:9/15/2017 4:18:38 PM








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

0.00 -30.39 -0.98 0.00 -100.07 0.00 100.07 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0501.50 -29.56 -0.98 0.00 -98.60 0.00 98.60 2,696.10 1,348.05 5,223.99 2,579.93 0.00 0.00 0.0495.00 -29.21 -0.98 0.00 -95.17 0.00 95.17 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.01 0.0496.50 -28.39 -0.99 0.00 -93.69 0.00 93.69 2,676.90 1,338.45 5,072.27 2,505.00 0.01 -0.01 0.04810.00 -27.25 -0.99 0.00 -90.24 0.00 90.24 2,662.39 1,331.19 4,965.05 2,452.05 0.02 -0.02 0.04715.00 -26.12 -0.99 0.00 -85.30 0.00 85.30 2,640.14 1,320.07 4,810.63 2,375.79 0.05 -0.03 0.04620.00 -25.02 -0.99 0.00 -80.35 0.00 80.35 2,616.10 1,308.05 4,654.92 2,298.89 0.09 -0.04 0.04525.00 -23.94 -0.99 0.00 -75.40 0.00 75.40 2,590.27 1,295.13 4,498.15 2,221.47 0.14 -0.05 0.04330.00 -22.88 -0.98 0.00 -70.46 0.00 70.46 2,562.65 1,281.32 4,340.57 2,143.64 0.20 -0.06 0.04235.00 -22.55 -0.98 0.00 -65.53 0.00 65.53 2,533.23 1,266.62 4,182.39 2,065.53 0.27 -0.07 0.04136.58 -22.04 -0.98 0.00 -63.98 0.00 63.98 2,523.57 1,261.78 4,132.32 2,040.80 0.30 -0.08 0.04036.58 -22.04 -0.98 0.00 -63.98 0.00 63.98 1,753.01 876.51 2,879.59 1,422.12 0.30 -0.08 0.05839.50 -21.96 -0.98 0.00 -61.11 0.00 61.11 1,746.41 873.21 2,825.13 1,395.22 0.35 -0.08 0.05640.00 -21.10 -0.97 0.00 -60.62 0.00 60.62 1,745.22 872.61 2,815.74 1,390.59 0.36 -0.09 0.05645.00 -20.26 -0.97 0.00 -55.75 0.00 55.75 1,732.33 866.17 2,720.83 1,343.72 0.46 -0.10 0.05350.00 -19.69 -0.96 0.00 -50.91 0.00 50.91 1,717.65 858.82 2,624.29 1,296.04 0.57 -0.11 0.05153.50 -19.44 -0.96 0.00 -47.54 0.00 47.54 1,706.30 853.15 2,555.87 1,262.25 0.65 -0.12 0.04955.00 -18.64 -0.95 0.00 -46.11 0.00 46.11 1,701.17 850.59 2,526.35 1,247.67 0.69 -0.13 0.04860.00 -17.85 -0.93 0.00 -41.38 0.00 41.38 1,682.91 841.45 2,427.24 1,198.72 0.83 -0.14 0.04565.00 -17.08 -0.92 0.00 -36.72 0.00 36.72 1,662.85 831.43 2,327.18 1,149.31 0.99 -0.15 0.04270.00 -16.56 -0.90 0.00 -32.14 0.00 32.14 1,641.00 820.50 2,226.41 1,099.54 1.15 -0.16 0.03973.50 -16.51 -0.90 0.00 -28.98 0.00 28.98 1,624.65 812.32 2,155.57 1,064.56 1.28 -0.17 0.03773.83 -16.36 -0.90 0.00 -28.69 0.00 28.69 1,623.06 811.53 2,148.89 1,061.25 1.29 -0.17 0.03773.83 -16.36 -0.90 0.00 -28.69 0.00 28.69 999.80 499.90 1,328.87 656.28 1.29 -0.17 0.06075.00 -15.76 -0.88 0.00 -27.63 0.00 27.63 998.81 499.41 1,317.56 650.69 1.33 -0.18 0.05880.00 -15.34 -0.87 0.00 -23.23 0.00 23.23 993.49 496.74 1,268.04 626.24 1.52 -0.19 0.05383.50 -15.17 -0.86 0.00 -20.19 0.00 20.19 988.69 494.35 1,232.31 608.59 1.67 -0.20 0.04985.00 -14.59 -0.84 0.00 -18.90 0.00 18.90 986.37 493.18 1,216.76 600.91 1.73 -0.20 0.04690.00 -14.02 -0.82 0.00 -14.69 0.00 14.69 977.46 488.73 1,163.95 574.83 1.95 -0.22 0.04095.00 -13.47 -0.79 0.00 -10.59 0.00 10.59 966.76 483.38 1,109.86 548.12 2.19 -0.23 0.033100.00 -13.36 -0.79 0.00 -6.63 0.00 6.63 954.27 477.13 1,054.70 520.88 2.43 -0.23 0.027101.00 -9.41 -0.58 0.00 -5.84 0.00 5.84 951.55 475.78 1,043.56 515.38 2.48 -0.23 0.021105.00 -9.15 -0.57 0.00 -3.52 0.00 3.52 939.99 469.99 998.71 493.22 2.67 -0.24 0.017108.00 -4.21 -0.27 0.00 -1.82 0.00 1.82 930.56 465.28 964.81 476.48 2.82 -0.24 0.008110.00 -3.91 -0.26 0.00 -1.27 0.00 1.27 923.92 461.96 942.11 465.27 2.93 -0.24 0.007114.00 -3.80 -0.25 0.00 -0.25 0.00 0.25 909.77 454.88 896.55 442.77 3.13 -0.24 0.005115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 3.18 -0.24 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 3.20 -0.24 0.000

Page: 17

Site Number:9/15/2017 4:18:38 PM








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

0.00 -21.68 -0.98 0.00 -98.89 0.00 98.89 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0461.50 -21.09 -0.98 0.00 -97.42 0.00 97.42 2,696.10 1,348.05 5,223.99 2,579.93 0.00 0.00 0.0465.00 -20.84 -0.98 0.00 -93.99 0.00 93.99 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.01 0.0456.50 -20.26 -0.98 0.00 -92.52 0.00 92.52 2,676.90 1,338.45 5,072.27 2,505.00 0.01 -0.01 0.04510.00 -19.44 -0.98 0.00 -89.08 0.00 89.08 2,662.39 1,331.19 4,965.05 2,452.05 0.02 -0.02 0.04415.00 -18.64 -0.99 0.00 -84.15 0.00 84.15 2,640.14 1,320.07 4,810.63 2,375.79 0.05 -0.03 0.04220.00 -17.85 -0.98 0.00 -79.23 0.00 79.23 2,616.10 1,308.05 4,654.92 2,298.89 0.09 -0.04 0.04125.00 -17.08 -0.98 0.00 -74.31 0.00 74.31 2,590.27 1,295.13 4,498.15 2,221.47 0.14 -0.05 0.04030.00 -16.32 -0.98 0.00 -69.40 0.00 69.40 2,562.65 1,281.32 4,340.57 2,143.64 0.20 -0.06 0.03935.00 -16.09 -0.98 0.00 -64.52 0.00 64.52 2,533.23 1,266.62 4,182.39 2,065.53 0.27 -0.07 0.03836.58 -15.73 -0.97 0.00 -62.97 0.00 62.97 2,523.57 1,261.78 4,132.32 2,040.80 0.29 -0.08 0.03736.58 -15.73 -0.97 0.00 -62.97 0.00 62.97 1,753.01 876.51 2,879.59 1,422.12 0.29 -0.08 0.05339.50 -15.66 -0.97 0.00 -60.14 0.00 60.14 1,746.41 873.21 2,825.13 1,395.22 0.34 -0.08 0.05240.00 -15.05 -0.96 0.00 -59.65 0.00 59.65 1,745.22 872.61 2,815.74 1,390.59 0.35 -0.09 0.05245.00 -14.46 -0.96 0.00 -54.83 0.00 54.83 1,732.33 866.17 2,720.83 1,343.72 0.45 -0.10 0.04950.00 -14.05 -0.95 0.00 -50.05 0.00 50.05 1,717.65 858.82 2,624.29 1,296.04 0.56 -0.11 0.04753.50 -13.87 -0.95 0.00 -46.72 0.00 46.72 1,706.30 853.15 2,555.87 1,262.25 0.64 -0.12 0.04555.00 -13.30 -0.93 0.00 -45.30 0.00 45.30 1,701.17 850.59 2,526.35 1,247.67 0.68 -0.12 0.04460.00 -12.74 -0.92 0.00 -40.64 0.00 40.64 1,682.91 841.45 2,427.24 1,198.72 0.82 -0.14 0.04165.00 -12.19 -0.90 0.00 -36.05 0.00 36.05 1,662.85 831.43 2,327.18 1,149.31 0.97 -0.15 0.03970.00 -11.81 -0.89 0.00 -31.54 0.00 31.54 1,641.00 820.50 2,226.41 1,099.54 1.14 -0.16 0.03673.50 -11.78 -0.89 0.00 -28.43 0.00 28.43 1,624.65 812.32 2,155.57 1,064.56 1.26 -0.17 0.03473.83 -11.67 -0.88 0.00 -28.14 0.00 28.14 1,623.06 811.53 2,148.89 1,061.25 1.27 -0.17 0.03473.83 -11.67 -0.88 0.00 -28.14 0.00 28.14 999.80 499.90 1,328.87 656.28 1.27 -0.17 0.05575.00 -11.24 -0.87 0.00 -27.11 0.00 27.11 998.81 499.41 1,317.56 650.69 1.31 -0.17 0.05380.00 -10.95 -0.85 0.00 -22.78 0.00 22.78 993.49 496.74 1,268.04 626.24 1.50 -0.19 0.04783.50 -10.82 -0.85 0.00 -19.79 0.00 19.79 988.69 494.35 1,232.31 608.59 1.64 -0.20 0.04385.00 -10.41 -0.83 0.00 -18.52 0.00 18.52 986.37 493.18 1,216.76 600.91 1.71 -0.20 0.04190.00 -10.01 -0.80 0.00 -14.39 0.00 14.39 977.46 488.73 1,163.95 574.83 1.92 -0.21 0.03595.00 -9.61 -0.78 0.00 -10.38 0.00 10.38 966.76 483.38 1,109.86 548.12 2.15 -0.22 0.029100.00 -9.53 -0.77 0.00 -6.49 0.00 6.49 954.27 477.13 1,054.70 520.88 2.39 -0.23 0.022101.00 -6.72 -0.57 0.00 -5.72 0.00 5.72 951.55 475.78 1,043.56 515.38 2.44 -0.23 0.018105.00 -6.53 -0.55 0.00 -3.45 0.00 3.45 939.99 469.99 998.71 493.22 2.63 -0.23 0.014108.00 -3.01 -0.27 0.00 -1.78 0.00 1.78 930.56 465.28 964.81 476.48 2.78 -0.24 0.007110.00 -2.79 -0.25 0.00 -1.25 0.00 1.25 923.92 461.96 942.11 465.27 2.88 -0.24 0.006114.00 -2.71 -0.24 0.00 -0.24 0.00 0.24 909.77 454.88 896.55 442.77 3.08 -0.24 0.004115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 3.13 -0.24 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 3.15 -0.24 0.000

Page: 18

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITYEquivalent 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 0.120.051.001.602.401.500.130.082.031.30

s):1

Eav

dsd1

):):

:

):):

Segment (ft)



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

35 300.2461.1251.9371.88224 5115.2534 750.2351.0791.8131.85761 12114.5033 3040.2030.9381.4371.777248 44112.0032 1550.1670.7891.0601.683127 18109.0031 2650.1390.6790.8001.607217 26106.5030 3610.1050.5460.5091.503295 27103.0029 1090.0830.4640.3451.43189 6100.5028 5520.0600.3790.1911.347450 2397.5027 5650.0290.2640.0171.212461 1292.5026 5780.0070.178-0.0781.085472 387.5025 176-0.0020.134-0.1081.006144 084.2524 415-0.0070.107-0.1190.947339 -281.7523 604-0.0110.070-0.1190.851493 -577.5022 143-0.0100.049-0.1090.785117 -174.4221 49-0.0100.045-0.1050.76940 073.6720 528-0.0080.036-0.0950.729431 -371.7519 769-0.0020.020-0.0690.646627 -167.5018 7860.0070.010-0.0360.553641 462.5017 8030.0160.006-0.0050.468656 957.5016 2440.0210.0060.0130.417199 454.2515 5760.0240.0070.0240.379470 1051.7514 8380.0280.0110.0410.320684 1747.5013 8550.0300.0160.0540.256698 1842.5012 860.0300.0200.0600.22471 239.7511 5080.0300.0230.0620.205415 1138.0410 3300.0300.0260.0650.181269 735.799 1,0590.0290.0300.0680.150864 2232.508 1,0800.0280.0360.0710.107881 2227.507 1,1020.0270.0400.0720.072899 2122.506 1,1230.0260.0420.0710.043917 2017.505 1,1450.0230.0390.0650.022934 1912.504 8140.0200.0310.0540.010664 118.253 3520.0160.0250.0440.005287 45.752 8290.0110.0160.0280.001677 63.25Page: 19

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITY1 3590.0030.0040.0080.000293 10.75RFS ATMAA1412D-1A20 480.2421.1091.8951.87439 8115.00Ericsson RRUS 11 B12 1860.2421.1091.8951.874152 32115.00Ericsson AIR 21 (54" 3320.2421.1091.8951.874271 57115.00Ericsson AIR-32 B2A/ 4860.2421.1091.8951.874397 83115.00RFS APXVFW24-C-A20 2680.2421.1091.8951.874219 46115.00Flat Platform w/ Han 2,4510.2421.1091.8951.8742,000 420115.006.75" x 4.7" Radio 90.2291.0501.7331.8417 1114.001' HP Dish 250.2291.0501.7331.84120 4114.00Powerwave Allgon LGP 390.1550.7440.9501.65332 4108.00Hoffman AHE10X10X6 2210.1550.7440.9501.653180 24108.00Powerwave Allgon LGP 1040.1550.7440.9501.65385 11108.00Raycap DC6-48-60-18- 490.1550.7440.9501.65340 5108.00Raycap DC6-48-60-18- 250.1550.7440.9501.65320 3108.00Alcatel-Lucent RRH2x 1880.1550.7440.9501.653153 21108.00Alcatel-Lucent B25 R 1880.1550.7440.9501.653153 21108.00Nokia Flexi RRH 4T4R 1860.1550.7440.9501.653152 20108.00Nokia B66a RRH4x45 ( 2090.1550.7440.9501.653170 23108.00Alcatel-Lucent RRH4X 2570.1550.7440.9501.653210 28108.00Kathrein Scala 800 1 1700.1550.7440.9501.653139 19108.00Commscope SBJAH4- 2730.1550.7440.9501.653223 30108.00Kathrein Scala 80010 4210.1550.7440.9501.653344 46108.00Flat Platform w/ Han 2,4510.1550.7440.9501.6532,000 269108.006.75" x 4.7" Radio 260.0870.4800.3751.44521 2101.0012" x 12" Junction B 120.0870.4800.3751.44510 1101.00Alcatel-Lucent 2X50W 1950.0870.4800.3751.445159 12101.00Samsung 2.5GHz nRRHv 1860.0870.4800.3751.445152 11101.00Alcatel-Lucent 9442 1800.0870.4800.3751.445147 11101.00Argus LLPX310R 1050.0870.4800.3751.44586 6101.00Andrew VHLP2 990.0870.4800.3751.44581 6101.00RFS SCX2-220AB 270.0870.4800.3751.44522 2101.00EMS RR90-11-00DBL 660.0870.4800.3751.44554 4101.00RFS SBX2-107AC 320.0870.4800.3751.44526 2101.00RFS APXVSPP18-C-A20 2100.0870.4800.3751.445171 13101.00Flat Platform w/ Han 2,4510.0870.4800.3751.4452,000 151101.00

25,087 79.933 40.702 32.220 6.752 1,769 30,747

Segment (ft)



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

35 210.2461.1251.9371.88224 5115.2534 530.2351.0791.8131.85761 12114.5033 2170.2030.9381.4371.777248 44112.0032 1110.1670.7891.0601.683127 18109.0031 1890.1390.6790.8001.607217 26106.5030 2580.1050.5460.5091.503295 27103.0029 780.0830.4640.3451.43189 6100.5028 3940.0600.3790.1911.347450 2397.5027 4030.0290.2640.0171.212461 1292.5026 4120.0070.178-0.0781.085472 387.5025 125-0.0020.134-0.1081.006144 084.2524 296-0.0070.107-0.1190.947339 -281.7523 431-0.0110.070-0.1190.851493 -577.5022 102-0.0100.049-0.1090.785117 -174.4221 35-0.0100.045-0.1050.76940 073.6720 377-0.0080.036-0.0950.729431 -371.7519 549-0.0020.020-0.0690.646627 -167.5018 5610.0070.010-0.0360.553641 462.50

Page: 20

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITY17 5730.0160.006-0.0050.468656 957.5016 1740.0210.0060.0130.417199 454.2515 4110.0240.0070.0240.379470 1051.7514 5980.0280.0110.0410.320684 1747.5013 6100.0300.0160.0540.256698 1842.5012 620.0300.0200.0600.22471 239.7511 3630.0300.0230.0620.205415 1138.0410 2350.0300.0260.0650.181269 735.799 7550.0290.0300.0680.150864 2232.508 7710.0280.0360.0710.107881 2227.507 7860.0270.0400.0720.072899 2122.506 8010.0260.0420.0710.043917 2017.505 8170.0230.0390.0650.022934 1912.504 5810.0200.0310.0540.010664 118.253 2510.0160.0250.0440.005287 45.752 5920.0110.0160.0280.001677 63.251 2560.0030.0040.0080.000293 10.75RFS ATMAA1412D-1A20 340.2421.1091.8951.87439 8115.00Ericsson RRUS 11 B12 1330.2421.1091.8951.874152 32115.00Ericsson AIR 21 (54" 2370.2421.1091.8951.874271 57115.00Ericsson AIR-32 B2A/ 3470.2421.1091.8951.874397 83115.00RFS APXVFW24-C-A20 1910.2421.1091.8951.874219 46115.00Flat Platform w/ Han 1,7490.2421.1091.8951.8742,000 420115.006.75" x 4.7" Radio 60.2291.0501.7331.8417 1114.001' HP Dish 170.2291.0501.7331.84120 4114.00Powerwave Allgon LGP 280.1550.7440.9501.65332 4108.00Hoffman AHE10X10X6 1570.1550.7440.9501.653180 24108.00Powerwave Allgon LGP 740.1550.7440.9501.65385 11108.00Raycap DC6-48-60-18- 350.1550.7440.9501.65340 5108.00Raycap DC6-48-60-18- 170.1550.7440.9501.65320 3108.00Alcatel-Lucent RRH2x 1340.1550.7440.9501.653153 21108.00Alcatel-Lucent B25 R 1340.1550.7440.9501.653153 21108.00Nokia Flexi RRH 4T4R 1330.1550.7440.9501.653152 20108.00Nokia B66a RRH4x45 ( 1490.1550.7440.9501.653170 23108.00Alcatel-Lucent RRH4X 1840.1550.7440.9501.653210 28108.00Kathrein Scala 800 1 1210.1550.7440.9501.653139 19108.00Commscope SBJAH4- 1950.1550.7440.9501.653223 30108.00Kathrein Scala 80010 3010.1550.7440.9501.653344 46108.00Flat Platform w/ Han 1,7490.1550.7440.9501.6532,000 269108.006.75" x 4.7" Radio 180.0870.4800.3751.44521 2101.0012" x 12" Junction B 90.0870.4800.3751.44510 1101.00Alcatel-Lucent 2X50W 1390.0870.4800.3751.445159 12101.00Samsung 2.5GHz nRRHv 1330.0870.4800.3751.445152 11101.00Alcatel-Lucent 9442 1290.0870.4800.3751.445147 11101.00Argus LLPX310R 750.0870.4800.3751.44586 6101.00Andrew VHLP2 710.0870.4800.3751.44581 6101.00RFS SCX2-220AB 190.0870.4800.3751.44522 2101.00EMS RR90-11-00DBL 470.0870.4800.3751.44554 4101.00RFS SBX2-107AC 230.0870.4800.3751.44526 2101.00RFS APXVSPP18-C-A20 1500.0870.4800.3751.445171 13101.00Flat Platform w/ Han 1,7490.0870.4800.3751.4452,000 151101.00

25,087 79.933 40.702 32.220 6.752 1,769 21,936

Page: 21

Site Number:9/15/2017 4:18:38 PM








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

0.00 -30.39 -1.77 0.00 -184.86 0.00 184.86 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0821.50 -29.56 -1.77 0.00 -182.21 0.00 182.21 2,696.10 1,348.05 5,223.99 2,579.93 0.00 -0.01 0.0825.00 -29.21 -1.77 0.00 -176.02 0.00 176.02 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.02 0.0816.50 -28.39 -1.76 0.00 -173.36 0.00 173.36 2,676.90 1,338.45 5,072.27 2,505.00 0.02 -0.03 0.08010.00 -27.25 -1.75 0.00 -167.20 0.00 167.20 2,662.39 1,331.19 4,965.05 2,452.05 0.04 -0.04 0.07815.00 -26.12 -1.74 0.00 -158.44 0.00 158.44 2,640.14 1,320.07 4,810.63 2,375.79 0.09 -0.06 0.07720.00 -25.02 -1.72 0.00 -149.75 0.00 149.75 2,616.10 1,308.05 4,654.92 2,298.89 0.16 -0.08 0.07525.00 -23.94 -1.71 0.00 -141.13 0.00 141.13 2,590.27 1,295.13 4,498.15 2,221.47 0.26 -0.10 0.07330.00 -22.88 -1.69 0.00 -132.58 0.00 132.58 2,562.65 1,281.32 4,340.57 2,143.64 0.37 -0.12 0.07135.00 -22.55 -1.69 0.00 -124.11 0.00 124.11 2,533.23 1,266.62 4,182.39 2,065.53 0.51 -0.14 0.06936.58 -22.04 -1.68 0.00 -121.43 0.00 121.43 2,523.57 1,261.78 4,132.32 2,040.80 0.55 -0.15 0.06836.58 -22.04 -1.68 0.00 -121.43 0.00 121.43 1,753.01 876.51 2,879.59 1,422.12 0.55 -0.15 0.09839.50 -21.95 -1.68 0.00 -116.52 0.00 116.52 1,746.41 873.21 2,825.13 1,395.22 0.65 -0.16 0.09640.00 -21.10 -1.67 0.00 -115.68 0.00 115.68 1,745.22 872.61 2,815.74 1,390.59 0.66 -0.16 0.09545.00 -20.26 -1.66 0.00 -107.33 0.00 107.33 1,732.33 866.17 2,720.83 1,343.72 0.85 -0.19 0.09250.00 -19.68 -1.65 0.00 -99.04 0.00 99.04 1,717.65 858.82 2,624.29 1,296.04 1.06 -0.21 0.08853.50 -19.44 -1.65 0.00 -93.25 0.00 93.25 1,706.30 853.15 2,555.87 1,262.25 1.22 -0.23 0.08555.00 -18.63 -1.65 0.00 -90.77 0.00 90.77 1,701.17 850.59 2,526.35 1,247.67 1.29 -0.24 0.08460.00 -17.85 -1.65 0.00 -82.53 0.00 82.53 1,682.91 841.45 2,427.24 1,198.72 1.56 -0.27 0.07965.00 -17.08 -1.65 0.00 -74.29 0.00 74.29 1,662.85 831.43 2,327.18 1,149.31 1.85 -0.29 0.07570.00 -16.55 -1.66 0.00 -66.03 0.00 66.03 1,641.00 820.50 2,226.41 1,099.54 2.17 -0.32 0.07073.50 -16.50 -1.66 0.00 -60.22 0.00 60.22 1,624.65 812.32 2,155.57 1,064.56 2.41 -0.33 0.06773.83 -16.36 -1.66 0.00 -59.67 0.00 59.67 1,623.06 811.53 2,148.89 1,061.25 2.43 -0.33 0.06673.83 -16.36 -1.66 0.00 -59.67 0.00 59.67 999.80 499.90 1,328.87 656.28 2.43 -0.33 0.10775.00 -15.75 -1.67 0.00 -57.72 0.00 57.72 998.81 499.41 1,317.56 650.69 2.51 -0.34 0.10480.00 -15.34 -1.68 0.00 -49.38 0.00 49.38 993.49 496.74 1,268.04 626.24 2.89 -0.37 0.09483.50 -15.16 -1.68 0.00 -43.51 0.00 43.51 988.69 494.35 1,232.31 608.59 3.17 -0.39 0.08785.00 -14.58 -1.68 0.00 -40.99 0.00 40.99 986.37 493.18 1,216.76 600.91 3.29 -0.40 0.08390.00 -14.02 -1.67 0.00 -32.61 0.00 32.61 977.46 488.73 1,163.95 574.83 3.73 -0.43 0.07195.00 -13.46 -1.64 0.00 -24.28 0.00 24.28 966.76 483.38 1,109.86 548.12 4.18 -0.45 0.058100.00 -13.35 -1.64 0.00 -16.06 0.00 16.06 954.27 477.13 1,054.70 520.88 4.66 -0.47 0.045101.00 -9.40 -1.36 0.00 -14.42 0.00 14.42 951.55 475.78 1,043.56 515.38 4.76 -0.47 0.038105.00 -9.14 -1.33 0.00 -8.99 0.00 8.99 939.99 469.99 998.71 493.22 5.16 -0.48 0.028108.00 -4.21 -0.75 0.00 -4.99 0.00 4.99 930.56 465.28 964.81 476.48 5.46 -0.48 0.015110.00 -3.90 -0.70 0.00 -3.49 0.00 3.49 923.92 461.96 942.11 465.27 5.66 -0.48 0.012114.00 -3.80 -0.68 0.00 -0.68 0.00 0.68 909.77 454.88 896.55 442.77 6.07 -0.49 0.006115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 6.17 -0.49 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 6.22 -0.49 0.000

Page: 22

Site Number:9/15/2017 4:18:38 PM








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

0.00 -21.68 -1.77 0.00 -182.50 0.00 182.50 2,701.51 1,350.76 5,269.15 2,602.23 0.00 0.00 0.0781.50 -21.09 -1.77 0.00 -179.84 0.00 179.84 2,696.10 1,348.05 5,223.99 2,579.93 0.00 -0.01 0.0785.00 -20.84 -1.76 0.00 -173.66 0.00 173.66 2,682.85 1,341.42 5,117.97 2,527.57 0.01 -0.02 0.0766.50 -20.26 -1.76 0.00 -171.02 0.00 171.02 2,676.90 1,338.45 5,072.27 2,505.00 0.02 -0.02 0.07610.00 -19.44 -1.74 0.00 -164.87 0.00 164.87 2,662.39 1,331.19 4,965.05 2,452.05 0.04 -0.04 0.07515.00 -18.64 -1.73 0.00 -156.15 0.00 156.15 2,640.14 1,320.07 4,810.63 2,375.79 0.09 -0.06 0.07320.00 -17.85 -1.71 0.00 -147.51 0.00 147.51 2,616.10 1,308.05 4,654.92 2,298.89 0.16 -0.08 0.07125.00 -17.08 -1.70 0.00 -138.95 0.00 138.95 2,590.27 1,295.13 4,498.15 2,221.47 0.25 -0.10 0.06930.00 -16.32 -1.68 0.00 -130.47 0.00 130.47 2,562.65 1,281.32 4,340.57 2,143.64 0.37 -0.12 0.06735.00 -16.09 -1.67 0.00 -122.08 0.00 122.08 2,533.23 1,266.62 4,182.39 2,065.53 0.50 -0.14 0.06536.58 -15.72 -1.66 0.00 -119.44 0.00 119.44 2,523.57 1,261.78 4,132.32 2,040.80 0.55 -0.14 0.06536.58 -15.72 -1.66 0.00 -119.44 0.00 119.44 1,753.01 876.51 2,879.59 1,422.12 0.55 -0.14 0.09339.50 -15.66 -1.66 0.00 -114.58 0.00 114.58 1,746.41 873.21 2,825.13 1,395.22 0.64 -0.16 0.09140.00 -15.05 -1.65 0.00 -113.74 0.00 113.74 1,745.22 872.61 2,815.74 1,390.59 0.65 -0.16 0.09045.00 -14.45 -1.64 0.00 -105.50 0.00 105.50 1,732.33 866.17 2,720.83 1,343.72 0.83 -0.18 0.08750.00 -14.04 -1.63 0.00 -97.31 0.00 97.31 1,717.65 858.82 2,624.29 1,296.04 1.04 -0.21 0.08353.50 -13.87 -1.63 0.00 -91.61 0.00 91.61 1,706.30 853.15 2,555.87 1,262.25 1.20 -0.23 0.08155.00 -13.29 -1.62 0.00 -89.16 0.00 89.16 1,701.17 850.59 2,526.35 1,247.67 1.28 -0.24 0.07960.00 -12.73 -1.62 0.00 -81.05 0.00 81.05 1,682.91 841.45 2,427.24 1,198.72 1.54 -0.26 0.07565.00 -12.18 -1.63 0.00 -72.94 0.00 72.94 1,662.85 831.43 2,327.18 1,149.31 1.82 -0.29 0.07170.00 -11.80 -1.63 0.00 -64.82 0.00 64.82 1,641.00 820.50 2,226.41 1,099.54 2.14 -0.31 0.06673.50 -11.77 -1.63 0.00 -59.11 0.00 59.11 1,624.65 812.32 2,155.57 1,064.56 2.37 -0.33 0.06373.83 -11.67 -1.63 0.00 -58.57 0.00 58.57 1,623.06 811.53 2,148.89 1,061.25 2.39 -0.33 0.06273.83 -11.67 -1.63 0.00 -58.57 0.00 58.57 999.80 499.90 1,328.87 656.28 2.39 -0.33 0.10175.00 -11.24 -1.64 0.00 -56.66 0.00 56.66 998.81 499.41 1,317.56 650.69 2.48 -0.34 0.09880.00 -10.94 -1.64 0.00 -48.47 0.00 48.47 993.49 496.74 1,268.04 626.24 2.84 -0.37 0.08883.50 -10.81 -1.65 0.00 -42.71 0.00 42.71 988.69 494.35 1,232.31 608.59 3.12 -0.39 0.08185.00 -10.40 -1.64 0.00 -40.24 0.00 40.24 986.37 493.18 1,216.76 600.91 3.24 -0.39 0.07890.00 -10.00 -1.63 0.00 -32.02 0.00 32.02 977.46 488.73 1,163.95 574.83 3.67 -0.42 0.06695.00 -9.60 -1.61 0.00 -23.85 0.00 23.85 966.76 483.38 1,109.86 548.12 4.12 -0.44 0.053100.00 -9.52 -1.61 0.00 -15.79 0.00 15.79 954.27 477.13 1,054.70 520.88 4.59 -0.46 0.040101.00 -6.71 -1.34 0.00 -14.19 0.00 14.19 951.55 475.78 1,043.56 515.38 4.68 -0.46 0.035105.00 -6.52 -1.31 0.00 -8.84 0.00 8.84 939.99 469.99 998.71 493.22 5.07 -0.47 0.025108.00 -3.00 -0.74 0.00 -4.92 0.00 4.92 930.56 465.28 964.81 476.48 5.37 -0.47 0.014110.00 -2.78 -0.69 0.00 -3.44 0.00 3.44 923.92 461.96 942.11 465.27 5.57 -0.48 0.010114.00 -2.71 -0.67 0.00 -0.67 0.00 0.67 909.77 454.88 896.55 442.77 5.97 -0.48 0.004115.00 0.00 0.00 0.00 0.00 0.00 0.00 906.05 453.03 885.14 437.14 6.07 -0.48 0.000115.50 0.00 0.00 0.00 0.00 0.00 0.00 904.17 452.08 879.43 434.32 6.12 -0.48 0.000

Page: 23

Site Number:9/15/2017 4:18:38 PM



Customer: AT&T MOBILITYAnalysis 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 21.36 0.00 30.09 0.00 0.00 1836.46 36.58 0.790.9D + 1.6W 20.77 0.00 22.57 0.00 0.00 1773.55 36.58 0.761.2D + 1.0Di + 1.0Wi 3.41 0.00 53.60 0.00 0.00 308.62 73.83 0.16(1.2 + 0.2Sds) * DL + E ELFM 0.98 0.00 30.39 0.00 0.00 100.07 73.83 0.06(1.2 + 0.2Sds) * DL + E EMAM 1.77 0.00 30.39 0.00 0.00 184.86 73.83 0.11(0.9 - 0.2Sds) * DL + E ELFM 0.98 0.00 21.68 0.00 0.00 98.89 73.83 0.05(0.9 - 0.2Sds) * DL + E EMAM 1.77 0.00 21.68 0.00 0.00 182.50 73.83 0.101.0D + 1.0W 5.77 0.00 25.09 0.00 0.00 494.59 36.58 0.22

Page: 24

Site Name: Program Last Updated: Site Number: American Tower CorporationEngineer:Engineering Number:Date:

Design Base Loads (Factored) ‐ Analysis per TIA‐222‐G Standards

Analyze or Design a Foundation? AnalyzeFoundation Mapped: Y

Moment (M): 1936.5 k‐ftShear/Leg (V): 21.4 k

Axial Load (P): 30.1 k

Uplift/Leg (U): 0.0 k

Tower Type (GT / SST / MP): MPDiameter of Caisson (d): 7.0 ftCaisson Embedment (L‐h): 18.2 ftCaisson Height Above Ground (h): 0.8 ftDepth Below Ground Surface to Water Table (w): 34.0 ftUnit Weight of Concrete: 150.0 pcfUnit Weight of Water: 62.4 pcfTension Skin Friction/Compression Skin Friction: 0.75Pullout Angle: 30.0 degrees

Soil Mechanical Properties

Soil Cohesion Top Bottom (pcf) (psf) (degree)0.0 2.5 77 0 02.5 5.0 114 0 295.0 8.5 114 0 298.5 13.5 121 0 3113.5 18.5 126 0 3418.5 23.5 140 9426 0

0.00.0

Volume of Concrete: 731.2 ft3 = 27.1 yd3

Weight of Concrete (Buoyancy Effect Considered): 109.7 kAverage Soil Unit Weight: 113.9 pcfSkin Friction Resistance: 342.8 kCompressive Bearing Resistance: 0.0 kPullout Weight (Minus Concrete Weight): 477.1 k

Nominal Uplift Capacity per Leg (sTn): 275.1 k

Nominal Compressive Capacity per Leg (sPn): 257.1 k

Pu: 60.4 k

Tu/sTn: 0.00 Result: OK

Pu/sPn: 0.23 Result: OK

Total Lateral Resistance: 937.7 kInflection Point (Below Ground Surface): 13.8 ft

Design Overturning Moment At Inflection Point (MD): 2249.9 k‐ft

Nominal Moment Capacity (sMn): 2150.2 k‐ft

MD/sMn: 1.05 Result: Acceptable Overstress

s: 0.75

Caisson Strength Capacity

0

Depth (ft) Ultimate Skin

Friction (psf)

4242 44534

Pressure (psf)

2414071177

Superfresh Aspen Hill, MD 371921

garret.heath

09/15/17

5/13/2014

OAA711695

1645

0000

Engineer Notes

0

Ultimate Bearing

Concrete Compressive Strength (f'c): 3000 psi

Vertical Steel Rebar Size #: 9

Vertical Steel Rebar Area: 1.00 in2

# of Vertical Steel Rebars: 21

Vertical Steel Rebar Yield Strength (Fy): 60 ksi

Horizontal Tie / Stirrup Size #: 5

Horizontal Tie / Stirrup Area: 0.31 in2

Design Horizontal Tie / Stirrup Spacing: 12.0

Horizontal Tie / Stirrup Steel Yield Strength (Fy): 60 ksi

Rebar Cage Diameter: 76.0 in

Strength Bending/Tension Reduction Factor (B): 0.90 ACI318‐05 ‐ 9.3.2.1

Strength Shear Reduction Factor (V): 0.75 ACI318‐05 ‐ 9.3.2.3

Strength Compression Reduction Factor (V): 0.65 ACI318‐05 ‐ 9.3.2.2

Steel Elastic Modulus: 29000 ksi

Design Moment (Mu): 1966.8 k‐ft

Nominal Moment Capacity (BMn): 3181.7 k‐ft ‐ ACI318‐005 ‐ 10.2

Mu/BMn: 0.62 Result: OK

Design Shear (Vu): 291.4 k

Nominal Shear Capacity (VVn): 456.5 k ‐ ACI318‐05 ‐ 11.3.1.1 or 11.5.7.2

Vu/VVn: 0.64 Result: OK

Design Tension (Tu): 0.0 k

Nominal Tension Capacity (TTn): 1134.0 k ‐ ACI318‐05 ‐ 10.2

Tu/TTn: 0.00 Result: OK

Design Compression (Pu): 60.4 k

Nominal Compression Capacity (PPn): 7320.5 k ‐ ACI318‐05 ‐ 10.3.6.2

Pu/PPn: 0.01 Result: OK

Bending Reinforcement Ratio: 0.004

Mu/BMn + Tu/TTn: 0.62 Result: OK

in

ACI318‐05 ‐ 10.8.4 & 10.9.1

0.0 21.36 1954.250.0 21.36 1954.250.0 21.36 1954.25‐2.3 ‐2.21 1966.82‐2.3 ‐2.21 1966.82‐2.3 ‐2.21 1966.82‐4.5 ‐8.84 1954.26‐4.5 ‐8.84 1954.26‐4.5 ‐8.84 1954.26‐6.8 ‐43.77 1894.52‐6.8 ‐43.77 1894.52‐6.8 ‐43.77 1894.52‐9.1 ‐97.57 1734.04‐9.1 ‐97.57 1734.04‐9.1 ‐97.57 1734.04

‐11.4 ‐176.96 1422.34‐11.4 ‐176.96 1422.34‐11.4 ‐176.96 1422.34‐13.6 ‐278.06 905.68‐13.8 ‐291.39 843.93‐13.8 ‐291.39 843.93‐15.9 ‐165.16 375.06‐15.9 ‐165.16 375.06‐15.9 ‐165.16 375.06‐18.2 0.00 0.00

‐20

‐18

‐16

‐14

‐12

‐10

‐8

‐6

‐4

‐2

0

‐400 ‐300 ‐200 ‐100 0 100

Dep

th (ft)

Shear (k)

Design Factored Shear / Depth

‐20

‐18

‐16

‐14

‐12

‐10

‐8

‐6

‐4

‐2

0

0 1000 2000 3000

Dep

th (ft)

Moment (k‐ft)

Design Factored Moment / Depth

‐4000

‐2000

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

0 2000 4000 6000 8000 10000 12000 14000 16000

Axial (kip)

Moment (k‐ft)

Nominal and Factored Moment Capacity and Factored Design Loads

Pu & Mu

Tu & Mu

Factored Envelope

Nominal Envelope

Plate Type Baseplate @120.0ft Code Rev. G Date

Pole Diameter 47.5 in A.S.I. 1.00 Engineer

Pole Thickness 0.3125 in Site #

Plate Diameter 60 in Moment 1836.4 k-ft Carrier

Plate Thickness 2.625 in Axial 30.1 k Plate Fy 35 ksiWeld Length 0.3125 in RequiredFlangeThickness:s Resistance 1280.36 k-in 1.78in OK

Applied 297.44 k-in# 6 Show

Thickness 0.75 inLength 6 inHeight 17.5 inChamfer 2 inOffset Angle 0 °Fy 36 ksi

# 12Bolt Circle 55 in(R)adial / (S)quare R

BoltGap 6 in

Diameter 2.25 inHole Diameter 2.5 inType A615-75Fy 75 ksiFu 100 ksis Resistance 259.82 kApplied 135.97 k

#

DYW. Circle inOffset Angle °Type #20 Plate Stress Ratio:Diameter 2.5 in 0.23 (Pass)Fu 100 ksis Resistance k Bolt Stress Ratio:

Applied k 0.52 (Pass)# 0

Bolt Circle in ExtraBoltStressRatio:(R)adial / (S)quare

o Bolt Gap 0 inOffset Angle ° Reinforcement Stress Ratio:Diameter inTypeFy ksiFu ksis Resistance kApplied k

Ex

tra

Bo

lts

Re

info

rce

me

nt

Sti

ffe

ne

rs

Bo

lts

Ba

se

/Fla

ng

e P

late

9/15/2017garret.heath

371921AT&T MOBILITY

App No: 2018020244 - Amazon S3

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