LAKE WORTH DRAINAGE DISTRICT SOLICITATION ......2020/12/08 · 6 CellMax CMA-BDHH/6520/E0-8 3...

LAKE WORTH DRAINAGE DISTRICT SOLICITATION ADDENDUM

Request for Proposal (RFP): 20-8563L.05 Project: Cell Tower Management & Marketing Addendum Number: 1 Date: December 8, 2020 Deadline for submission: Tuesday, December 15, 2020 at 2:00 pm Note: Each proposal submitted to the District must be accompanied by the attached signed receipt of addendum acknowledging receipt of the following answers and clarifications. 1. Question: Are there any details you can provide summarizing the Property

Taxes, Utilities, Insurance etc.?

Answer: Each carrier is responsible for payment of their tangible personal property tax for their business tangible assets. Information on tangible personal property taxes for each carrier can be found on the Palm Beach County Property Appraisers website at https://www.pbcgov.org/papa/ and searching on Tangible Personal Property using the following Tangible Account numbers:

Verizon – 121454 AT&T – 155869 T Mobile – 137437 Spring – 132561

There is a separate utility meter for each provider on the tower. It is assumed that each carrier on the tower pays for their own utilities. LWDD is not aware of what utility payments are made between American Tower and its tenants. As the tenant leases will terminate upon LWDD takeover of the tower, it will be up to the awarded respondent to determine how to address this in the leases with the subtenants as part of their agreement with LWDD. Insurance requirements are included in the RFP.

2. Question: Would LWDD be open to getting payments for the 20-year lease

condensed over 10 years’ time?

Answer: The District prefers to receive payments over a 20-year period. Each respondent may submit up to one alternate fiscal proposal provided that it has submitted a proposal that meets the requirements in Exhibit D. Submission of more than a total of two (2) fiscal proposals may disqualify respondent from further consideration. A strong preference will be given to respondents who provide payments over the 20-year period.

3. Question: Page 8, first paragraph states, “Regardless of the proposal accepted,

the District will retain ownership of the tower or the option to take ownership rights of the tower at termination of the contract.” Page 9, Section K states, “Upon expiration of termination of the contract term, vendor will be responsible for the removal of the tower.” Please indicate which is preferred by the District.

Answer: If the District does not exercise its option to take ownership rights at termination of the contract, vendor will be responsible for removal of the tower.

4. Question: Page 8, Section F states there is a Memorandum of Understanding

with Palm Beach County. Will you please provide a copy of that document?

Answer: A copy of the document is provided in the attached. 5. Question: Please provide the latest Structural Analysis of the tower.

Answer: A copy of a Structural Analysis of the tower is provided in the attached. LWDD does not warrant that this is the most recent structural analysis that has been done on the tower- only that it is the most recent one in LWDD’s possession.

6. Question: Have any tenants provided notice they are going to remove their

equipment prior to the end of the current sublease?

Answer: To date, the District has not received any notice from current vendors regarding removal of equipment.

7. Question: Will LWDD entertain a one-time lump sum purchase for a single

payment and a term length of 20 years? Company will still uphold the rest of the manage duties but instead of the multiple annual payments with 3% annual escalations for 20 years, just a lump sum buy out.

Answer: The District prefers to receive payments over a 20-year period. Each respondent may submit up to one alternate fiscal proposal provided that it has submitted a proposal that meets the requirements in Exhibit D. Submission of more than a total of two (2) fiscal proposals may disqualify respondent from further consideration. A strong preference will be given to respondents who provide payments over the 20-year period as requested.

8. Question: Has Sprint or T-Mobile sent any correspondence about the renewal or

a potential termination of their lease since this merger has taken place?

Answer: To date, the District has not received any notice from Sprint or T-Mobile regarding termination of their leases.

9. Question: Do you know if there were any upgrades to the sites/equipment that

was made to either of the two tenants recently, and if so, what were those upgrades?

Answer: The District was notified in 2019 through 2020 of the following modifications to tower installations:

20200207 – Sprint Nextel - Request for Approval of Proposed Installation of Backhaul Fiber Equipment

20190923 – T-Mobile - Modification of existing Wireless Installation (remove and install)

20190912 – AT&T - Upgrade Equipment at Existing Wireless facility (remove and install)

20180212 – Verizon - Proposed modification of Equipment (remove and install) 10. Question: Are there any other amendments or agreements between American

Tower Company and the village after the subsequent merger between Verizon and AT&T?

Answer: A copy of a consent to sublease letter from American Tower is provided in the attached.

11. Question: Is there a mortgage on the property?

Answer: There is no mortgage on the property. 12. Question: As our legal department is based in California can you please clarify

when the final submission for questions is? (Eastern or Pacific time)

Answer: Submission deadline is Tuesday, December 15 at 2:00 PM Eastern Time.

LAKE WORTH DRAINAGE DISTRICT SOLICITATION ADDENDUM

Request for Proposal (RFP): 20-8563L.05 Project: Cell Tower Management & Marketing Addendum Number: 1 Date: December 8, 2020 Deadline for submission: Tuesday, December 15, 2020 at 2:00 pm Receipt of Addendum #1 is hereby acknowledged. _________________________________________________________________ Respondent __________________________________________________________________ Printed Name & Title of Authorized Representative _____________________________________________ _________________ Signature of Authorized Representative Date

Eng. Number 64332522December 23, 2015

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

Table of Contents

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

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

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

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

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

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

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

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

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

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

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

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


Page 1


Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 200 ft self supported tower to reflect the change in loading by Palm Beach County / LWDD.

Supporting Documents

Tower Drawings FWT, PJF Job #1934396, dated March 26, 1996Foundation Drawing FWT, PJF Job #1934396, dated March 28, 1996Geotechnical Report G. M. Selby Report #P-200, dated March 20, 1996

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.

Basic Wind Speed: 129 mph (3-Second Gust, VASD) / 167 mph (3-Second Gust, VULT)Basic Wind Speed w/ Ice: No Ice ConsideredCode: ANSI/TIA-222-G / 2012 IBC / 5th Ed. (2014) Florida Building CodeStructure Class: IIExposure Category: BTopographic Category: 1Spectral Response: Ss = 0.05, S1 = 0.02 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

193.0 197.0 1 7' Omni Side Arm (1) 1/2" Coax

182.0 191.0 2 18' Dipole Side Arms (2) 7/8" Coax

Palm Beach County / Lake Worth Drainage

District1 VZW Unused Reserve: 16,590 sq in

150.0 150.06 CSS X7-665-2

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

6 CellMax CMA-BDHH/6520/E0-8

3 CellMax CMA-B/6520/E0-8 (64.6" Height)1 Raycap ASU9338TYP013 Nokia FXFB3 Nokia FRIG

135.0 135.0

6 RFS ATMAP1412D-1A20

Sector Frames (18) 1 5/8" Coax(1) 1 5/8" Hybriflex T-Mobile

6 RFS ATM192012B-0123.0

6 RFS FDGW5504/3C-39 72" x 12" Panel6 Ericsson RRUS 11 (Band 12)3 18" x 12" Junction Box

120.0120.0

3 Raycap DC6-48-60-18-8F ("Squid")

Sector Frames

(18) 1 5/8" Coax(6) 0.78" 8 AWG 6

(4) 0.39" Fiber Trunk(3) 3/8" Coax(2) 7/8" Coax

AT&T Mobility

3 Scala AP17-1900/063D/DT26 Ericsson RRUS-11 1900MHz3 Ericsson RRUS A2 Module3 Ericsson 800MHz Radio Filter3 RFS APXV9ERR18-C

110.0 110.0

9 RFS ACU-A20-N

Sector Frames (6) 7/8" Coax(3) 1 1/4" Hybriflex Sprint Nextel

95.0 95.0 6 Andrew SHBX-6516DS-VTM Sector Frames (12) 1 5/8" Coax Metro PCS

Equipment to be Removed



No loading considered as to be removed

Proposed Equipment



200.0 200.0 1 Laird FG4505 Stand-Off (1) 7/8" Coax195.0 195.0 6 Ubiquiti AM-5AC21-60 Stand-Offs (6) 0.24" Cat 5180.0 185.0 1 Telewave ANT220F6 Stand-Off (1) 7/8" Coax

Palm Beach County / Lake Worth Drainage

District1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL).

Install proposed coax alongside existing Palm Beach County / Lake Worth Drainage District coax.


Page 3


Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 67% PassDiagonals 100% Pass

Horizontals 0% PassAnchor Bolts 50% Pass

Leg Bolts 55% Pass

Foundations

Reaction Component Original Design ReactionsFactored Design

Reactions* Analysis Reactions % of Design

Uplift (Kips) 523.0 706.1 451.4 64%Axial (Kips) 588.0 793.8 519.4 65%Shear (Kips) 61.1 82.5 56.5 68%

* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1

The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required.

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection (ft) Twist (°)

Sway (Rotation) (°)

200.0 Laird FG4505 0.194 0.033 0.092195.0 Ubiquiti AM-5AC21-60 0.188 0.034 0.091180.0 Telewave ANT220F6

Palm Beach County / 0.162 0.049 0.130

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


Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to:

-- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.

-- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to 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 InformationTow er :

Code:Client :

Location : N. Military Trail, FL

PALM BEACH COUNTYANSI/TIA-222-G412264

© 2007 - 2015 by ATC IP LLC. All rights reserv ed.

Shape : Triangle Base Width : 22.00 ft 4.00 ft Top Width :

Sections PropertiesSection Leg Mem bers Diagonal Mem bers Horizontal Mem bers

Loads: 129 mph no iceSite Class: D Ss: 0.05 S1: 0.0260 mph Serviceability

1 DAE 36 ksi 3X3X0.25SOL 50 ksi 5" SOLID2 DAE 36 ksi 3X3X0.1875SOL 50 ksi 4 3/4" SOLID3 DAE 36 ksi 3X3X0.1875SOL 50 ksi 4 1/2" SOLID4 DAE 36 ksi 3X3X0.1875SOL 50 ksi 4 1/4" SOLID5 DAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 4" SOLID6 SAE 36 ksi 3X3X0.25SOL 50 ksi 4" SOLID7 SAE 36 ksi 3X3X0.1875SOL 50 ksi 3 3/4" SOLID8 SAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 3 1/2" SOLID9 SAE 36 ksi 2X2X0.1875SOL 50 ksi 2 3/4" SOLID10 SAU 36 ksi 2X1.5X0.1875SAU 36 ksi 2X1.5X0.1875SOL 50 ksi 2" SOLID

Discrete Appurtenance

(ft) Type DescriptionQtyElev

200.00 Stand-Off1Straight Arm200.00 Laird FG45051Whip195.00 Stand-Off3Straight Arm195.00 Ubiquiti AM-5AC21-606Panel193.00 Round Side Arm1Straight Arm193.00 7' Omni1Whip182.00 Round Side Arm2Straight Arm182.00 18' Dipole2Whip180.00 Stand-Off1Straight Arm180.00 Telewave ANT220F61Whip150.00 VZW Unused Reserve: 16,590 sq1Panel150.00 Flat Light Sector Frame3Mounting Frame150.00 CSS X7-665-26Panel135.00 Flat Light Sector Frame3Mounting Frame135.00 CellMax CMA-BDHH/6520/E0-86Panel135.00 CellMax CMA-B/6520/E0-8 (64.6"3Panel135.00 Raycap ASU9338TYP011Panel135.00 Nokia FXFB3Panel135.00 Nokia FRIG3Panel135.00 RFS ATMAP1412D-1A206Panel120.00 Round Sector Frame3Mounting Frame120.00 72" x 12" Panel9Panel120.00 Ericsson RRUS 11 (Band 12)6Panel120.00 18" x 12" Junction Box3Panel120.00 Raycap DC6-48-60-18-8F ("Squid3Panel120.00 RFS ATM192012B-06Panel120.00 RFS FDGW5504/3C-36Panel110.00 Flat Light Sector Frame3Mounting Frame110.00 Scala AP17-1900/063D/DT23Panel110.00 Ericsson RRUS-11 1900 MHz6Panel110.00 Ericsson RRUS A2 Module3Panel110.00 Ericsson 800 MHz Radio Filter3Panel110.00 RFS APXV9ERR18-C3Panel110.00 RFS ACU-A20-N9Panel95.00 Flat Light Sector Frame3Mounting Frame95.00 Andrew SHBX-6516DS-VTM6Panel

Linear AppurtenanceElev (ft)

From DescriptionTo Qty

0.000 200.00 Waveguide10.000 200.00 7/8" Coax10.000 195.00 0.24" Cat 560.000 193.00 1/2" Coax10.000 182.00 Waveguide10.000 182.00 7/8" Coax20.000 180.00 7/8" Coax1

Job InformationTow er :

Code:Client :

Location : N. Military Trail, FL

PALM BEACH COUNTYANSI/TIA-222-G412264

© 2007 - 2015 by ATC IP LLC. All rights reserv ed.

Shape : Triangle Base Width : 22.00 ft 4.00 ft Top Width :

0.000 150.00 1 5/8" Coax120.000 135.00 1 5/8" Hybriflex10.000 135.00 1 5/8" Coax120.000 135.00 1 5/8" Coax60.000 120.00 Waveguide20.000 120.00 7/8" Coax20.000 120.00 3/8" Coax30.000 120.00 1 5/8" Coax140.000 120.00 1 5/8" Coax40.000 120.00 0.78" 8 AWG 660.000 120.00 0.39" Fiber Trunk40.000 110.00 7/8" Coax60.000 110.00 1 1/4" Hybriflex30.000 95.000 1 5/8" Coax12

12/23/2015 12:00:23 PM

© 2007 - 2015 by ATC IP LLC. All rights reserv ed.Site Num ber: 412264

Site Nam e:

Code: ANSI/TIA-222-G

N. Military Trail, FL

Custom er: PALM BEACH COUNTY

Engineering Num ber: 64332522

Analysis Parameters

Height (ft):

Bottom Face Width (ft): 22.00

Top Face Width (ft): 4.00

Shape: Triangle

Tow er Type: Self Support

200

Base Elevation (ft): 0.00

Location:


Tow er Manufacturer: FWT

Palm Beach County, FL

Ice & Wind Parameters

Structure Class:

Exposure Category:

Design Ice Thickness:

II

B

0.00 in

Topographic Category: 1

0.0 ftCrest Height:

Design Windspeed Without Ice:

Design Windspeed With Ice:

Operational Windspeed:

129 m ph

0 m ph

60 m ph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.048

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.051 :d1S 0.038

:1

S 0.024

p: 1.3

0.68Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030

, Max: 0.030

: 0.030TL

a

:S

:

ds :

V : CS

CS

CS

Load Cases

1.2D + 1.6W Norm al 129 m ph Norm al to Face w ith No Ice

1.2D + 1.6W 60 deg 129 m ph 60 degree w ith No Ice

1.2D + 1.6W 90 deg 129 m ph 90 degree w ith No Ice

0.9D + 1.6W Norm al 129 m ph Norm al to Face w ith No Ice (Reduced DL)

0.9D + 1.6W 60 deg 129 m ph 60 deg w ith No Ice (Reduced DL)

0.9D + 1.6W 90 deg 129 m ph 90 deg w ith No Ice (Reduced DL)

(1.2 + 0.2Sds) * DL + E Norm al Seism ic Norm al

(1.2 + 0.2Sds) * DL + E 60 deg Seism ic 60 degree

(1.2 + 0.2Sds) * DL + E 90 deg Seism ic 90 degree

(0.9 - 0.2Sds) * DL + E Norm al Seism ic (Reduced DL) Norm al

(0.9 - 0.2Sds) * DL + E 60 deg Seism ic (Reduced DL) 60 degree

(0.9 - 0.2Sds) * DL + E 90 deg Seism ic (Reduced DL) 90 degree

1.0D + 1.0W Service Norm al Serviceability - 60 m ph Wind Norm al

1.0D + 1.0W Service 60 deg Serviceability - 60 m ph Wind 60 degree

1.0D + 1.0W Service 90 deg Serviceability - 60 m ph Wind 90 degree

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Tower Loading

(ft)Orient.Factor

Elevation(ft)

Description Wt.(lb) (sf)

EPA K Vert.Ecc.

Qty

Discrete Appurtenance PropertiesLength

(ft)Depth

(in)Width

(in)

1.2D + 1.6W

M(lb-ft)

Q (WL) (DL)(lb)

a u

(psf)z

(lb)Fa Pa

200.0 Laird FG4505 1 4 0.9 1.00 1.00 0.06.3 1.4 1.4 0.0 43.62 52 6200.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 43.62 148 108195.0 Ubiquiti AM-5AC21- 6 11 1.8 0.80 0.65 0.02.5 6.8 3.1 0.0 43.31 329 92195.0 Stand-Off 3 75 2.5 1.00 0.67 0.00.0 0.0 0.0 0.0 43.31 296 324193.0 7' Omni 1 25 2.1 1.00 1.00 4.07.0 3.0 3.0 496.2 43.43 124 36193.0 Round Side Arm 1 150 5.2 1.00 1.00 0.00.0 0.0 0.0 0.0 43.18 305 216182.0 Round Side Arm 2 150 5.2 0.90 0.67 0.00.0 0.0 0.0 0.0 42.46 362 432182.0 18' Dipole 2 55 6.8 0.90 1.00 9.018.0 3.0 3.0 6421.5 43.05 713 158180.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 42.33 144 108180.0 Telewave ANT220F6 1 35 3.9 1.00 1.00 5.014.3 2.8 2.8 1137.2 42.66 227 50150.0 CSS X7-665-2 6 27 8.4 0.80 0.68 0.06.0 12.5 7.0 0.0 40.18 1500 237150.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 40.18 1651 1728150.0 VZW Unused 1 1668 115.3 1.00 1.00 0.02.1 25.5 25.5 0.0 40.18 6301 2402135.0 RFS ATMAP1412D- 6 13 1.0 0.80 0.50 0.01.0 10.0 4.0 0.0 38.99 127 112135.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 38.99 204 248135.0 Raycap 1 15 3.2 0.80 0.67 0.01.7 18.9 5.8 0.0 38.99 91 21135.0 Nokia FXFB 3 55 3.6 0.80 0.67 0.01.8 19.4 5.2 0.0 38.99 304 238135.0 CellMax CMA- 3 29 5.0 0.80 0.70 0.05.4 7.7 4.8 0.0 38.99 445 124135.0 CellMax CMA- 6 62 9.1 0.80 0.62 0.05.4 15.9 5.0 0.0 38.99 1428 536135.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 38.99 1602 1728120.0 RFS FDGW5504/3C-3 6 3 0.4 0.80 0.50 3.00.5 6.2 1.3 145.7 37.97 49 25120.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 3.00.8 11.5 6.0 356.9 37.97 119 95120.0 Raycap DC6-48-60- 3 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 37.70 157 137120.0 18" x 12" Junction 3 15 1.8 0.80 0.50 0.01.5 12.0 8.0 0.0 37.70 111 65120.0 Ericsson RRUS 11 6 50 2.6 0.80 0.67 0.01.5 17.3 7.2 0.0 37.70 424 432120.0 72" x 12" Panel 9 45 8.1 0.80 0.67 0.06.0 12.0 6.0 0.0 37.70 2011 583120.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 37.70 1246 1296110.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 36.77 25 13110.0 Ericsson 800 MHz 3 10 0.5 0.80 0.50 0.00.4 11.0 4.6 0.0 36.77 29 43110.0 Ericsson RRUS A2 3 21 1.6 0.80 0.50 0.01.1 15.0 3.4 0.0 36.77 96 92110.0 Scala AP17- 3 8 2.3 0.80 0.62 0.03.2 6.1 1.7 0.0 36.77 168 35110.0 Ericsson RRUS-11 6 44 2.5 0.80 0.67 0.01.4 17.8 7.2 0.0 36.77 405 380110.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 36.77 664 216110.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 36.77 1511 172895.00 Andrew SHBX- 6 28 5.6 0.80 0.66 0.04.8 10.5 5.0 0.0 35.26 849 23895.00 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 35.26 1449 1728

Totals 129 11119 772.4

(ft)Orient.Factor

Elevation(ft)


EPA K Vert.Ecc.

Qty


(ft)Depth

(in)Width

(in)

0.9D + 1.6W

M(lb-ft)

Q (WL) (DL)(lb)

a u

(psf)z

(lb)Fa Pa

200.0 Laird FG4505 1 4 0.9 1.00 1.00 0.06.3 1.4 1.4 0.0 43.62 52 3200.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 43.62 148 61195.0 Ubiquiti AM-5AC21- 6 11 1.8 0.80 0.65 0.02.5 6.8 3.1 0.0 43.31 329 52195.0 Stand-Off 3 75 2.5 1.00 0.67 0.00.0 0.0 0.0 0.0 43.31 296 182193.0 7' Omni 1 25 2.1 1.00 1.00 4.07.0 3.0 3.0 496.2 43.43 124 20193.0 Round Side Arm 1 150 5.2 1.00 1.00 0.00.0 0.0 0.0 0.0 43.18 305 122182.0 Round Side Arm 2 150 5.2 0.90 0.67 0.00.0 0.0 0.0 0.0 42.46 362 243182.0 18' Dipole 2 55 6.8 0.90 1.00 9.018.0 3.0 3.0 6421.5 43.05 713 89180.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 42.33 144 61180.0 Telewave ANT220F6 1 35 3.9 1.00 1.00 5.014.3 2.8 2.8 1137.2 42.66 227 28

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Tower Loading

150.0 CSS X7-665-2 6 27 8.4 0.80 0.68 0.06.0 12.5 7.0 0.0 40.18 1500 133150.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 40.18 1651 972150.0 VZW Unused 1 1668 115.3 1.00 1.00 0.02.1 25.5 25.5 0.0 40.18 6301 1351135.0 RFS ATMAP1412D- 6 13 1.0 0.80 0.50 0.01.0 10.0 4.0 0.0 38.99 127 63135.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 38.99 204 139135.0 Raycap 1 15 3.2 0.80 0.67 0.01.7 18.9 5.8 0.0 38.99 91 12135.0 Nokia FXFB 3 55 3.6 0.80 0.67 0.01.8 19.4 5.2 0.0 38.99 304 134135.0 CellMax CMA- 3 29 5.0 0.80 0.70 0.05.4 7.7 4.8 0.0 38.99 445 70135.0 CellMax CMA- 6 62 9.1 0.80 0.62 0.05.4 15.9 5.0 0.0 38.99 1428 301135.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 38.99 1602 972120.0 RFS FDGW5504/3C-3 6 3 0.4 0.80 0.50 3.00.5 6.2 1.3 145.7 37.97 49 14120.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 3.00.8 11.5 6.0 356.9 37.97 119 53120.0 Raycap DC6-48-60- 3 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 37.70 157 77120.0 18" x 12" Junction 3 15 1.8 0.80 0.50 0.01.5 12.0 8.0 0.0 37.70 111 36120.0 Ericsson RRUS 11 6 50 2.6 0.80 0.67 0.01.5 17.3 7.2 0.0 37.70 424 243120.0 72" x 12" Panel 9 45 8.1 0.80 0.67 0.06.0 12.0 6.0 0.0 37.70 2011 328120.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 37.70 1246 729110.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 36.77 25 7110.0 Ericsson 800 MHz 3 10 0.5 0.80 0.50 0.00.4 11.0 4.6 0.0 36.77 29 24110.0 Ericsson RRUS A2 3 21 1.6 0.80 0.50 0.01.1 15.0 3.4 0.0 36.77 96 52110.0 Scala AP17- 3 8 2.3 0.80 0.62 0.03.2 6.1 1.7 0.0 36.77 168 20110.0 Ericsson RRUS-11 6 44 2.5 0.80 0.67 0.01.4 17.8 7.2 0.0 36.77 405 214110.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 36.77 664 122110.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 36.77 1511 97295.00 Andrew SHBX- 6 28 5.6 0.80 0.66 0.04.8 10.5 5.0 0.0 35.26 849 13495.00 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 35.26 1449 972

Totals 129 11119 772.4

(ft)Orient.Factor

Elevation(ft)


EPA K Vert.Ecc.

Qty


(ft)Depth

(in)Width

(in)

1.0D + 1.0W Service

M(lb-ft)

Q (WL) (DL)(lb)

a u

(psf)z

(lb)Fa Pa

200.0 Laird FG4505 1 4 0.9 1.00 1.00 0.06.3 1.4 1.4 0.0 9.44 7 4200.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 9.44 20 75195.0 Ubiquiti AM-5AC21- 6 11 1.8 0.80 0.65 0.02.5 6.8 3.1 0.0 9.37 44 64195.0 Stand-Off 3 75 2.5 1.00 0.67 0.00.0 0.0 0.0 0.0 9.37 40 225193.0 7' Omni 1 25 2.1 1.00 1.00 4.07.0 3.0 3.0 67.1 9.40 17 25193.0 Round Side Arm 1 150 5.2 1.00 1.00 0.00.0 0.0 0.0 0.0 9.34 41 150182.0 Round Side Arm 2 150 5.2 0.90 0.67 0.00.0 0.0 0.0 0.0 9.19 49 300182.0 18' Dipole 2 55 6.8 0.90 1.00 9.018.0 3.0 3.0 868.2 9.31 96 110180.0 Stand-Off 1 75 2.5 1.00 1.00 0.00.0 0.0 0.0 0.0 9.16 19 75180.0 Telewave ANT220F6 1 35 3.9 1.00 1.00 5.014.3 2.8 2.8 153.8 9.23 31 35150.0 CSS X7-665-2 6 27 8.4 0.80 0.68 0.06.0 12.5 7.0 0.0 8.69 203 164150.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 8.69 223 1200150.0 VZW Unused 1 1668 115.3 1.00 1.00 0.02.1 25.5 25.5 0.0 8.69 852 1668135.0 RFS ATMAP1412D- 6 13 1.0 0.80 0.50 0.01.0 10.0 4.0 0.0 8.43 17 78135.0 Nokia FRIG 3 57 2.4 0.80 0.67 0.01.6 15.2 6.0 0.0 8.43 28 172135.0 Raycap 1 15 3.2 0.80 0.67 0.01.7 18.9 5.8 0.0 8.43 12 15135.0 Nokia FXFB 3 55 3.6 0.80 0.67 0.01.8 19.4 5.2 0.0 8.43 41 165135.0 CellMax CMA- 3 29 5.0 0.80 0.70 0.05.4 7.7 4.8 0.0 8.43 60 86135.0 CellMax CMA- 6 62 9.1 0.80 0.62 0.05.4 15.9 5.0 0.0 8.43 193 372135.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 8.43 217 1200120.0 RFS FDGW5504/3C-3 6 3 0.4 0.80 0.50 3.00.5 6.2 1.3 19.7 8.21 7 17120.0 RFS ATM192012B-0 6 11 1.0 0.80 0.50 3.00.8 11.5 6.0 48.3 8.21 16 66120.0 Raycap DC6-48-60- 3 32 1.3 0.80 1.00 0.02.0 11.0 11.0 0.0 8.16 21 95120.0 18" x 12" Junction 3 15 1.8 0.80 0.50 0.01.5 12.0 8.0 0.0 8.16 15 45

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Tower Loading

120.0 Ericsson RRUS 11 6 50 2.6 0.80 0.67 0.01.5 17.3 7.2 0.0 8.16 57 300120.0 72" x 12" Panel 9 45 8.1 0.80 0.67 0.06.0 12.0 6.0 0.0 8.16 272 405120.0 Round Sector Frame 3 300 14.4 0.75 0.75 0.00.0 0.0 0.0 0.0 8.16 168 900110.0 RFS ACU-A20-N 9 1 0.1 0.80 0.50 0.00.3 2.0 3.5 0.0 7.96 3 9110.0 Ericsson 800 MHz 3 10 0.5 0.80 0.50 0.00.4 11.0 4.6 0.0 7.96 4 30110.0 Ericsson RRUS A2 3 21 1.6 0.80 0.50 0.01.1 15.0 3.4 0.0 7.96 13 64110.0 Scala AP17- 3 8 2.3 0.80 0.62 0.03.2 6.1 1.7 0.0 7.96 23 25110.0 Ericsson RRUS-11 6 44 2.5 0.80 0.67 0.01.4 17.8 7.2 0.0 7.96 55 264110.0 RFS APXV9ERR18-C 3 50 8.0 0.80 0.69 0.06.0 11.8 7.0 0.0 7.96 90 150110.0 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 7.96 204 120095.00 Andrew SHBX- 6 28 5.6 0.80 0.66 0.04.8 10.5 5.0 0.0 7.63 115 16695.00 Flat Light Sector 3 400 17.9 0.75 0.75 0.00.0 0.0 0.0 0.0 7.63 196 1200

Totals 129 11119 772.4

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Tower Loading

Qty Zone(ft) In BlockFrom

(ft) Description (lb/ft)Weight

Elev OutOfPct

Linear Appurtenance Properties

Width(in)

Spread OnFaces

BundlingArrangementArrangement

ClusterDia (in)

Spacing(in) Factor

Orientation KaOverride(ft)

ElevTo

0.00 200.0 7/8" Coax 1 1.09 0.33 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 200.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 195.0 0.24" Cat 5 6 0.24 0.04 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 193.0 1/2" Coax 1 0.63 0.15 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 182.0 7/8" Coax 2 1.09 0.33 Lin App Individual0 0.00 0.00 1.00 0.00N0.00 182.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 180.0 7/8" Coax 1 1.09 0.33 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 150.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 135.0 1 5/8" Coax 6 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 135.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 135.0 1 5/8" Hybriflex 1 1.98 1.30 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 120.0 0.39" Fiber Trunk 4 0.39 0.06 Lin App Block25 0.00 0.00 1.00 0.00N0.00 120.0 0.78" 8 AWG 6 6 0.78 0.59 Lin App Block50 0.00 0.00 1.00 0.00N0.00 120.0 1 5/8" Coax 4 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 120.0 1 5/8" Coax 14 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 120.0 3/8" Coax 3 0.44 0.08 Lin App Individual0 0.00 0.00 1.00 0.01N0.00 120.0 7/8" Coax 2 1.09 0.33 Lin App Individual0 0.00 0.00 1.00 0.01N0.00 120.0 Waveguide 2 2.00 6.00 Lin App Individual0 0.00 1.00 1.00 0.00N0.00 110.0 1 1/4" Hybriflex 3 1.54 1.00 Lin App Individual0 0.00 0.00 1.00 0.00N0.00 110.0 7/8" Coax 6 1.09 0.33 Lin App Block50 0.00 0.00 1.00 0.00N0.00 95.00 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N

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Force/Stress Summary

Section: 20.000Height (ft):0.00Bot Elev (ft):1 1

DIAG

HORIZLEG SOL - 5" SOLID

DAE - 3X3X0.25 -18.07

0.00-504.79 1.2D + 1.6W

1.2D + 1.6W 90 23.71

0.00010.02 50

0

50 50

050 50 48.1 50.0 746.17 0 0 0.00 0.00 67 Member X

Member Y6941.7635.782226.1136.0157.925

0 0.0 0.0 0.00 0 0 0.00 0.00 0

Max Com pression Mem ber (kip)

Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls

DIAGHORIZLEG SOL - 5" SOLID

DAE - 3X3X0.25 17.85

0.00434.41 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 79.69

00

2

883.580.00

00

2 35.78

0.000.00 0.00

0.00

25.23 70

049 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber

Bolt TypeBolts%(kip)Max Splice ForcesPu

(kip) Load Case

Top TensionTop Com pression

Bot Com pressionBot Tension

phiRnt Use

460.65 1.2D + 1.6W 0.00 0400.03 0.9D + 1.6W 60 0.00 0

520.52 1.2D + 1.6W 0.00 0454.54 0.9D + 1.6W 60 904.14 50

0

6 2 1/4 A36

Num


DIAG

HORIZLEG SOL - 4 3/4" SOLID

DAE - 3X3X0.1875 -18.23

0.00-445.39 1.2D + 1.6W

1.2D + 1.6W 90 21.91

0.00010.02 50

0

50 50

050 50 50.6 50.0 661.25 0 0 0.00 0.00 67 Member X

Member Y7831.3235.782223.1836.0145.825

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls

DIAGHORIZLEG SOL - 4 3/4" SOLID

DAE - 3X3X0.1875 17.85

0.00383.07 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 60.42

00

2

797.450.00

00

2 35.78

0.000.00 0.00

0.00

18.92 94

048 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

397.85 1.2D + 1.6W 0.00 0345.32 0.9D + 1.6W 60 0.00 0

460.65 1.2D + 1.6W 0.00 0400.03 0.9D + 1.6W 60 758.82 53

0

6 1 1/2 A325

Num

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DIAG


DAE - 3X3X0.1875 -17.57

0.00-381.50 1.2D + 1.6W

1.2D + 1.6W 90 20.15

0.00010.02 50

0

50 50

050 50 53.4 50.0 580.89 0 0 0.00 0.00 65 Member X

Member Y6431.3235.782227.4036.0134.125

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


DAE - 3X3X0.1875 17.28

0.00332.75 0.9D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 60.42

00

2

715.680.00

00

2 35.78

0.000.00 0.00

0.00

18.92 91

046 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

332.21 1.2D + 1.6W 0.00 0287.92 0.9D + 1.6W 60 0.00 0

397.85 1.2D + 1.6W 0.00 0345.32 0.9D + 1.6W 60 623.64 55

0

6 1 3/8 A325

Num


DIAG


DAE - 3X3X0.1875 -16.79

0.00-315.26 1.2D + 1.6W

1.2D + 1.6W 90 18.44

0.00010.02 50

0

50 50

050 50 56.6 50.0 505.21 0 0 0.00 0.00 62 Member X

Bolt Bear 5331.3235.782231.9736.0122.725

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


DAE - 3X3X0.1875 16.55

0.00270.92 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 60.42

00

2

638.370.00

00

2 35.78

0.000.00 0.00

0.00

18.92 87

042 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

264.24 1.2D + 1.6W 0.00 0227.49 0.9D + 1.6W 60 0.00 0

332.21 1.2D + 1.6W 0.00 0287.92 0.9D + 1.6W 60 523.32 55

0

6 1 1/4 A325

Num

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DIAG


DAE - 2.5X2.5X0.1875 -16.01

0.00-246.49 1.2D + 1.6W

1.2D + 1.6W 90 16.80

0.00010.02 50

0

50 50

050 50 60.1 50.0 434.22 0 0 0.00 0.00 56 Member X

Member Y6926.1024.862223.0136.0132.925

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


DAE - 2.5X2.5X0.1875 15.78

0.00210.07 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 49.55

00

2

565.470.00

00

2 24.86

0.000.00 0.00

0.00

15.66 100

037 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

195.00 1.2D + 1.6W 0.00 0165.98 0.9D + 1.6W 60 0.00 0

264.24 1.2D + 1.6W 0.00 0227.49 0.9D + 1.6W 60 523.32 43

0

6 1 1/4 A325

Num


DIAG


SAE - 3X3X0.25 -12.35

0.00-183.59 1.2D + 1.6W

1.2D + 1.6W 90 13.43

0.0006.68 100

0

50 50

0100 100 80.1 50.0 353.59 0 0 0.00 0.00 51 Member X

Member Z7020.8817.891117.5436.0136.250

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


SAE - 3X3X0.25 12.23

0.00154.80 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 39.84

00

1

565.470.00

00

1 17.89

0.000.00 0.00

0.00

12.61 96

027 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

129.36 1.2D + 1.6W 0.00 0108.09 0.9D + 1.6W 60 0.00 0

195.00 1.2D + 1.6W 0.00 0165.98 0.9D + 1.6W 60 412.14 40

0

6 1 1/8 A325

Num

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DIAG


SAE - 3X3X0.1875 -8.93

0.00-119.51 1.2D + 1.6W

1.2D + 1.6W 90 11.74

0.0006.68 100

0

50 50

0100 100 85.5 50.0 291.33 0 0 0.00 0.00 41 Member X

Bolt Bear 5715.6617.891116.8336.0118.750

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


SAE - 3X3X0.1875 8.88

0.0099.68 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 30.21

00

1

497.020.00

00

1 17.89

0.000.00 0.00

0.00

9.46 93

020 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

73.80 1.2D + 1.6W 0.00 059.99 0.9D + 1.6W 60 0.00 0

129.36 1.2D + 1.6W 0.00 0108.09 0.9D + 1.6W 60 327.12 33

0

6 1 A325

Num


DIAG


SAE - 2.5X2.5X0.1875 -7.05

0.00-64.84 1.2D + 1.6W

1.2D + 1.6W 90 10.16

0.0006.68 100

0

50 50

0100 100 91.6 50.0 234.48 0 0 0.00 0.00 27 Member X

Member Z5315.6617.891113.1536.0123.250

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


SAE - 2.5X2.5X0.1875 6.98

0.0052.21 0.9D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 24.08

00

1

432.950.00

00

1 17.89

0.000.00 0.00

0.00

9.46 73

012 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

40.76 1.2D + 1.6W 0.00 032.34 0.9D + 1.6W 60 0.00 0

73.80 1.2D + 1.6W 0.00 059.99 0.9D + 1.6W 60 249.36 24

0

6 7/8 A325

Num

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DIAG


SAE - 2X2X0.1875 -2.67

0.00-37.71 1.2D + 1.6W

1.2D + 1.6W 6.564

0.0005.01 100

0

50 50

0100 100 87.4 50.0 152.86 0 0 0.00 0.00 24 Member X

Bolt Shear2113.0512.431112.9736.0105.050

0 0.0 0.0 0.00 0 0 0.00 0.00 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


SAE - 2X2X0.1875 2.49

0.0029.58 1.2D + 1.6W 60

1.2D + 1.6W 90 36

050 65

0

58 18.74

00

1

267.280.00

00

1 12.43

0.000.00 0.00

0.00

7.83 31

011 Member

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

16.06 1.2D + 1.6W 0.00 012.10 0.9D + 1.6W 60 0.00 0

40.76 1.2D + 1.6W 0.00 032.34 0.9D + 1.6W 60 180.60 18

0

6 3/4 A325

Num


DIAG


SAU - 2X1.5X0.1875

SAU - 2X1.5X0.1875 -2.23

-0.01-12.65 1.2D + 1.6W

1.2D + 1.6W

1.2D + 1.6W 5.657

4.0004.00 100

100

50 50

100100 100 96.0 50.0 72.06 0 0 0.00 0.00 17 Member X

Member Z

Member Z2013.0512.431110.7436.0109.150

100 149.1 36.0 6.30 1 1 12.43 13.05 0


Pu

Load Case (ft)

Len

X

Bracing %

Y Z KL/R (ksi)

F'y Phic Pn

(kip) Bolts

Num Num

Holes (kip)

phiRnvShear Bear

phiRn

(kip) %

Use

Controls


SAU - 2X1.5X0.1875

SAU - 2X1.5X0.1875 1.49

0.0210.32 1.2D + 1.6W 60

1.2D + 1.6W

1.2D + 1.6W 60 36

3650 65

58

58 15.64

01

1

141.3715.64

01

1 12.43

12.430.00 0.00

7.83

7.83 19

07 Member

Bolt Bear

Bolt Bear

Controls%Use

(kip)phiRnBear

(kip)phiRnvShear

HolesNum

BoltsNum

(kip)Phit Pn

(ksi)Fu

(ksi)Fy

Load Case(kip)Pu

Max Tension Mem ber


(kip) Load Case



phiRnt Use

0.17 (1.2 + 0.2Sds) * 0.00 00.00 0.00 0

16.06 1.2D + 1.6W 0.00 012.10 0.9D + 1.6W 60 81.36 15

0

4 5/8 A325

Num

Page 10

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