Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutSTAMPED PDF. DISH WIRELESS L.L.C. @ 5100 Midway Road, FL (13726846_C3_03). Structural Analysis (105%)
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 Report
Structure :300 ft Self Support Tower
ATC Site Name :Midway Road,FL
ATC Site Number :5100
Engineering Number :13726846_C3_03
Proposed Carrier :DISH WIRELESS L.L.C.
Carrier Site Name :MIMIA00633A
Carrier Site Number :MIMIA00633A
Site Location :5690 ENVIRONMENT DR.
Fort Pierce, FL 34981-4811
27.3796, -80.3821
County :St. Lucie
Date :September 29, 2021
Max Usage :105%
Result :Pass
Prepared By:
Sammie Brown
Structural Engineer I
Reviewed By:
COA : 9053
<<w=175; h=175; n=BLANK - SIG; a=11>>
Eng. Number 13726846_C3_03
September 29, 2021
Page. 2
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...................................................................................................................................3
Supporting Documents..................................................................................................................3
Analysis..........................................................................................................................................3
Conclusion .....................................................................................................................................3
Existing and Reserved Equipment..................................................................................................4
Equipment to be Removed............................................................................................................4
Proposed Equipment.....................................................................................................................4
Structure Usages............................................................................................................................5
Foundations...................................................................................................................................5
Deflection, Twist and Sway*..........................................................................................................5
Standard Conditions ......................................................................................................................6
Calculations …………………………………………………………..Attached
Eng. Number 13726846_C3_03
September 29, 2021
Page. 3
ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 300 ft Self
Support tower to reflect the change in loading by DISH WIRELESS L.L.C..
Supporting Documents
Tower Drawings Sabre Job #SA0737-S, dated October 17, 1996
Mapping by Tower Modification Specialists, dated September 22, 2019
Foundation Drawing Sabre Drawing #90B6965, dated November 1, 1996
Geotechnical Report Universal Engineering Report #6157, dated October 15, 1996
Modifications ATC Project #40091032, dated March 21, 2007
ATC Project #47556932, dated October 18, 2011
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:157 mph (3-second gust)
Basic Wind Speed w/ Ice:No Ice Considered
Code:ANSI/TIA-222-H / 2018 IBC / 7th ED (2020) Florida Building Code
Exposure Category:B
Risk Category:II
Topographic Factor Procedure:Method 1
Topographic Category:1
Crest Height (H):0 ft
Crest Length (L):0 ft
Spectral Response:Ss = 0.05, S1 = 0.03
Site Class:D - Stiff Soil - Default
**Wind load and Ice thickness have been reduced by applicable existing structure load modification factors in accordance with
TIA-222-H, Annex S.
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 Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
Eng. Number 13726846_C3_03
September 29, 2021
Page. 4
ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Existing and Reserved Equipment
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
300.0 ---(1) 1/2" Coax OTHER
297.1 1 CSS AXP18-80-2 (19.2 lbs)
2 Raycap RCMDC-6627-PF-48
4 CSS AXP18-80-2 (19.2 lbs)
2 CSS AXP19-60-2
6 Commscope NHH-65B-R2B
3 Ericsson AIR 6449 B77D/ C-Band
3 Ericsson 8843 Rev 2
295.0
3 Ericsson Radio 4449 - B13&B5
Sector Frame
(10) 1 5/8" Coax
(2) 1 5/8" Hybriflex
(2) 2 1/4" Coax
VERIZON WIRELESS
268.6 6 RFS APXV86-906515-C Sector Frame (12) 1 5/8" Coax SPRINT NEXTEL
3 Commscope FFVV-65C-R3-V1
3 Ericsson Radio 4460 B25+B66
3 Ericsson Air6449 B41180.0
3 Ericsson Radio 4480 B71+B85A
Sector Frame (3) 1.99" (50.7mm)
Hybrid T-MOBILE
173.5 3 Ericsson RRUS A2 Module
9 RFS ACU-A20-N
3 Nokia FWHR
3 Ericsson RRUS 31 B25
3 Argus LLPX411R-V4
3 RFS APXV9ERR18-C170.0
3 Ericsson RRUS-11 800 MHz
Sector Frame
(3) 0.21" (5.3mm)
Cat 5e
(3) 0.87" (22.0mm)
Fiber
(3) 1 1/4" Hybriflex
Cable
(1) 1" conduit
(1) 1.16" (29.5mm)
SOOW
SPRINT NEXTEL
3 Commscope SBNHH-1D85B (72.9")
3 Kathrein Scala 80010864
3 Commscope SBNHH-1D85A
3 Ericsson RRUS 32 B2
3 Ericsson RRUS 32 (50.8 lbs)
1 Raycap DC6-48-60-18-8C
3 Ericsson Radio 4426
3 Ericsson RRUS 11 (Band 12) (55 lb)
6 RFS ATM192012B-0
2 Raycap DC2-48-60-0-9E
6 RFS FDGW5504/3C-3
6 Kathrein Scala 860 10025
3 Kathrein Scala 782 10254
155.0
1 Raycap DC6-48-60-18-8F
Sector Frame
(2) 0.39" (10mm)
Fiber Trunk
(4) 0.76" (19.2mm)
8 AWG 6
(12) 1 5/8" Coax
(1) 3/8" (0.38"-
9.5mm) RET
Control Cable
AT&T MOBILITY
144.9 2 Andrew Microwaves UHX6-59W Leg (4) EW52
124.9 1 Andrew Microwaves UHX6-59W Leg (2) EW52
104.9 1 Andrew Microwaves UHX6-59W Leg (2) EW52
VERIZON WIRELESS
Eng. Number 13726846_C3_03
September 29, 2021
Page. 5
ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Equipment to be Removed
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
No loading was considered as removed as part of this analysis.
Proposed Equipment
Elev.1 (ft)Qty Equipment Mount Type Lines Carrier
3 JMA Wireless MX08FRO665-21
1 Raycap RDIDC-9181-PF-48
3 Fujitsu TA08025-B604251.0
3 Fujitsu TA08025-B605
Sector Frame (1) 1.41" (35.8mm)
Hybrid DISH WIRELESS L.L.C.
1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations.
Install proposed lines on the tower face with the least amount of existing lines.
Eng. Number 13726846_C3_03
September 29, 2021
Page. 6
ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
Structure Usages
Structural Component Controlling
Usage Pass/Fail
Legs 72%Pass
Diagonals 98%Pass
Horizontals 57%Pass
Anchor Bolts 61%Pass
Leg Bolts 70%Pass
Foundations
Reaction Component Analysis Reactions % of Usage
Uplift (Kips)705.3 95%
Download (kips)848.4 105%
Shear (Kips)99.3 48%
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.
Deflection, Twist and Sway*
Antenna
Elevation
(ft)
Antenna Carrier Deflection
(ft)
Twist
(°)
Sway
(Rotation)
(°)
Fujitsu TA08025-B604
Fujitsu TA08025-B605
JMA Wireless MX08FRO665-21251.0
Raycap RDIDC-9181-PF-48
DISH WIRELESS L.L.C.0.307 0.012 0.156
144.9 Andrew Microwaves UHX6-59W 0.104 0.008 0.080
124.9 Andrew Microwaves UHX6-59W 0.078 0.007 0.070
104.9 Andrew Microwaves UHX6-59W
VERIZON WIRELESS
0.055 0.005 0.061
*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-H
Eng. Number 13726846_C3_03
September 29, 2021
Page. 7
ATC Tower Services LLC- 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com
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 INFORMATION
Asset:5100, Midway Road Height :300 ft
Client DISH WIRELESS L.L.C.Base Width :36 ft
Code: ANSI/TIA-222-H Shape :Triangle
SITE PARAMETERS
Nominal Wind :153.02 mph wind with no ic Exposure :B Site Class :D
Ice Wind:29.24 mph wind with 0.000"Topo Method: Method 1 Risk Cat : II
Service Wind :60 mph Serviceability Topo Feature : Ss :0.050 S1 :0.028
SECTION PROPERTIES
Section Leg Members Diagonal Members Horizontal Members
1 - 2 PX 50 ksi 16"DIA PIP DAE 36 ksi 3.5X3.5X0.375 DAE 36 ksi 4X4X0.375
3 PX 50 ksi 14"DIA PIP DAE 36 ksi 3.5X3.5X0.375 DAE 36 ksi 4X4X0.375
4 PX 50 ksi 12"DIA PIP DAE 36 ksi 3.5x3.5x0.25 DAE 36 ksi 3.5x3.5x0.25
5 PX 50 ksi 12"DIA PIP DAE 36 ksi 3.5x3.5x0.25 DAE 36 ksi 3X3X0.25
6 - 7 PX 50 ksi 10"DIA PIP DAE 36 ksi 3X3X0.25
8 PX 50 ksi 8"DIA PIPE SAE 36 ksi 4X4X0.375
9 PX 50 ksi 8"DIA PIPE SAE 36 ksi 3.5X3.5X0.4375
10 PST 50 ksi 8"DIA PIP SAE 36 ksi 3.5x3.5x0.25
11 PX 50 ksi 6"DIA PIPE SAE 36 ksi 3X3X0.25
12 PX 50 ksi 5"DIA PIPE SAE 36 ksi 3X3X0.1875
13 PX 50 ksi 3-1/2"DIA SAE 36 ksi 2.5X2.5X0.1875
14 PST 50 ksi 3"DIA PIP SAE 36 ksi 2X2X0.25
15 PST 50 ksi 3"DIA PIP SAE 36 ksi 1.75X1.75X0.1875 SAE 36 ksi 1.75X1.75X0.1875
REDUNDANT SECONDARY BRACING
Section Sub Diag 1 Sub Horiz 1 Sub Diag 2 Sub Horiz 2 Sub Diag 3 Sub Horiz 3
1 - 2 S3.5X3.5X0.375 S4X4X0.375 S3.5X3.5X0.375 S4X4X0.375 S3.5X3.5X0.
375
S4X4X0.375
3 S3.5x3.5x0.25 S4X4X0.25 S3.5x3.5x0.25 S4X4X0.25 S3.5x3.5x0.25 S4X4X0.25
4 - 5 S3X3X0.25 S3.5x3.5x0.25 S3X3X0.25 S3.5x3.5x0.25 S3X3X0.25 S3.5x3.5x0.25
6 - 15 ------
DISCRETE APPURTENANCE
Elev (ft)Type Qty Description
297.10 PANEL 1 CSS AXP18-80-2 (19.2 lbs)
295.00 BOB/SSB 2 Raycap RCMDC-6627-PF-48
295.00 PANEL 2 CSS AXP19-60-2
295.00 PANEL 3 Ericsson AIR 6449 B77D/ C-Band
295.00 PANEL 4 CSS AXP18-80-2 (19.2 lbs)
295.00 PANEL 6 Commscope NHH-65B-R2B
295.00 RRU/RRH 3 Ericsson Radio 4449 - B13&B5
295.00 RRU/RRH 3 Ericsson 8843 Rev 2
295.00 Sector Frame 3 Flat Light Sector Frames
268.60 PANEL 6 RFS APXV86-906515-C
262.00 Sector Frame 3 Flat Light Sector Frames
251.00 BOB/SSB 1 Raycap RDIDC-9181-PF-48
251.00 PANEL 3 JMA Wireless MX08FRO665-21
251.00 RRU/RRH 3 Fujitsu TA08025-B604
251.00 RRU/RRH 3 Fujitsu TA08025-B605
251.00 Sector Frame 3 Generic Round Sector Frame
180.00 PANEL 3 Ericsson Air6449 B41
180.00 PANEL 3 Commscope FFVV-65C-R3-V1
180.00 RRU/RRH 3 Ericsson Radio 4480 B71+B85A
180.00 RRU/RRH 3 Ericsson Radio 4460 B25+B66
179.00 Sector Frame 3 Round Sector Frames
173.50 RRU/RRH 3 Ericsson RRUS A2 Module
JOB INFORMATION
Asset:5100, Midway Road Height :300 ft
Client DISH WIRELESS L.L.C.Base Width :36 ft
Code: ANSI/TIA-222-H Shape :Triangle
DISCRETE APPURTENANCE
Elev (ft)Type Qty Description
170.00 PANEL 3 Argus LLPX411R-V4
170.00 PANEL 3 RFS APXV9ERR18-C
170.00 RET/RCU 9 RFS ACU-A20-N
170.00 RRU/RRH 3 Ericsson RRUS-11 800 MHz
170.00 RRU/RRH 3 Ericsson RRUS 31 B25
170.00 RRU/RRH 3 Nokia FWHR
170.00 Sector Frame 3 Round Sector Frames
155.00 BOB/SSB 1 Raycap DC6-48-60-18-8C
155.00 BOB/SSB 1 Raycap DC6-48-60-18-8F
155.00 BOB/SSB 2 Raycap DC2-48-60-0-9E
155.00 DIPLEXER/DUAL
COUPLER
6 RFS FDGW5504/3C-3
155.00 PANEL 3 Commscope SBNHH-1D85B (72.9")
155.00 PANEL 3 Kathrein Scala 80010864
155.00 PANEL 3 Commscope SBNHH-1D85A
155.00 RET/RCU 6 Kathrein Scala 860 10025
155.00 RRU/RRH 3 Ericsson Radio 4426
155.00 RRU/RRH 3 Ericsson RRUS 32 B2
155.00 RRU/RRH 3 Ericsson RRUS 32 (50.8 lbs)
155.00 RRU/RRH 3 Ericsson RRUS 11 (Band 12) (55
155.00 TTA 3 Kathrein Scala 782 10254
155.00 TTA 6 RFS ATM192012B-0
153.00 Sector Frame 3 Flat Light Sector Frames
144.90 DISH-HP 2 Andrew Microwaves UHX6-59W
124.90 DISH-HP 1 Andrew Microwaves UHX6-59W
104.90 DISH-HP 1 Andrew Microwaves UHX6-59W
LINEAR APPURTENANCE
Elev (ft)
From To Qty Description
10.00 300.00 1 Climbing Ladder
0.00 300.00 1 1/2" Coax
10.00 295.00 1 Waveguide
0.00 295.00 2 1 5/8" Hybriflex
5.00 295.00 10 1 5/8" Coax
0.00 293.00 2 2 1/4" Coax
10.00 262.00 1 Waveguide
5.00 262.00 12 1 5/8" Coax
10.00 251.00 1 Waveguide
0.00 251.00 1 1.41" (35.8mm) Hybrid
0.00 180.00 3 1.99" (50.7mm) Hybrid
10.00 179.00 1 Waveguide
10.00 170.00 1 Waveguide
5.00 170.00 1 1.16" (29.5mm) SOOW
5.00 170.00 1 1" conduit
5.00 170.00 3 1 1/4" Hybriflex Cable
5.00 170.00 3 0.87" (22.0mm) Fiber
5.00 170.00 3 0.21" (5.3mm) Cat 5e
5.00 155.00 1 3/8" (0.38"- 9.5mm) RET Control Cable
5.00 155.00 12 1 5/8" Coax
5.00 155.00 4 0.76" (19.2mm) 8 AWG 6
5.00 155.00 2 0.39" (10mm) Fiber Trunk
10.00 153.00 1 Waveguide
5.00 145.00 4 EW52
JOB INFORMATION
Asset:5100, Midway Road Height :300 ft
Client DISH WIRELESS L.L.C.Base Width :36 ft
Code: ANSI/TIA-222-H Shape :Triangle
LINEAR APPURTENANCE
Elev (ft)
From To Qty Description
5.00 125.00 2 EW52
5.00 105.00 2 EW52
GLOBAL BASE FOUNDATION DESIGN LOADS
Load Case Moment (k-ft)Vertical (kip)Horizontal (kip)
DL+WL 24809.1 158.02 167.42
DL+WL+IL 955.59 158.02 6.56
INDIVIDUAL BASE FOUNDATION DESIGN LOADS
Vertical (kip)Uplift (kip)Horizontal (kip)
848.42 705.28 99.34
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
ANALYSIS PARAMETERS
Location:St.Lucie County,FL Height:300 ft
Type and Shape:Self Support,Triangle Base Elevation:0.00 ft
Manufacturer:Sabre Bottom Face Width:36.00 ft
Kd 0.85 Top Face Width:6.00 ft
Ke: 1.00 Anchor Bolt Detail Type: c
ICE & WIND PARAMETERS
Exposure Category:B Design Wind Speed Without Ice:153 mph
Risk Category:II Design Wind Speed with Ice:29 mph
Topographic Factor Procedure:Method 1 Operational Windspeed:60 mph
Topographic Category: Flat Design Ice Thickness:0.00 in
Crest Height: 0 ft HMSL:21 ft
SEISMIC PARAMETERS
Analysis Method:Equivalent Lateral Force Method
Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):0.90
TL (sec):8 P:1.3 Cs:0.030
Ss:0.050 S1:0.028 Cs, Max:0.030
Fa:1.600 Fv:2.400 Cs, Min:0.030
Sds:0.053 Sd1:0.045
LOAD CASES
1.2D + 1.0W Normal 153.02 mph wind with no ice
1.2D + 1.0W 60°153.02 mph wind with no ice
1.2D + 1.0W 90°153.02 mph wind with no ice
0.9D + 1.0W Normal 153.02 mph wind with no ice
0.9D + 1.0W 60°153.02 mph wind with no ice
0.9D + 1.0W 90°153.02 mph wind with no ice
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice
1.2D + 1.0Di + 1.0Wi 60°29.24 mph wind with 0.000" radial ice
1.2D + 1.0Di + 1.0Wi 90°29.24 mph wind with 0.000" radial ice
1.2D + 1.0Ev + 1.0Eh Normal Seismic
1.2D + 1.0Ev + 1.0Eh 60°Seismic
1.2D + 1.0Ev + 1.0Eh 90°Seismic
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL)
0.9D - 1.0Ev + 1.0Eh 60°Seismic (Reduced DL)
0.9D - 1.0Ev + 1.0Eh 90°Seismic (Reduced DL)
1.0D + 1.0W Service Normal 60 mph Wind with No Ice
1.0D + 1.0W Service 60°60 mph Wind with No Ice
1.0D + 1.0W Service 90°60 mph Wind with No Ice
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
TOWER LOADING
Discrete Appurtenance Properties 1.2D + 1.0W
Elev
(ft)Description Qty
Wt.
(lb)
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert
Ecc (ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
297.1 CSS AXP18-80-2 (19.2 lbs)1 19 4.8 5.8 6.7 4.1 0.80 1.00 0.0 0.00 68.68 226 23
295.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 68.54 115 252
295.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 68.54 115 270
295.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 68.54 394 294
295.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 68.54 299 77
295.0 CSS AXP18-80-2 (19.2 lbs)4 19 4.8 5.8 6.7 4.1 0.80 0.78 -2.0 1,404.80 68.40 702 92
295.0 CSS AXP19-60-2 2 15 4.9 5.8 6.7 4.1 0.80 1.00 -2.0 903.49 68.40 452 36
295.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 68.54 1559 315
295.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 68.54 1572 1440
268.6 RFS APXV86-906515-C 6 41 10.1 6.8 13.0 5.1 0.80 0.64 0.0 0.00 66.72 1766 293
262.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 66.25 1701 1440
251.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 65.44 83 26
251.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 65.44 131 230
251.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 65.44 131 270
251.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 65.44 1067 232
251.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 65.44 1352 1080
180.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.50 0.0 0.00 59.51 156 392
180.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.50 0.0 0.00 59.51 173 302
180.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 59.51 435 374
180.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 59.51 1615 449
179.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 59.42 1227 1080
173.5 Ericsson RRUS A2 Module 3 21 1.6 1.1 15.0 3.4 0.80 0.50 0.0 0.00 58.89 96 76
170.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 58.55 21 11
170.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 58.55 62 95
170.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 58.55 97 202
170.0 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 58.55 151 194
170.0 Argus LLPX411R-V4 3 27 4.8 3.8 11.8 4.5 0.80 0.63 0.0 0.00 58.55 359 95
170.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 58.55 661 180
170.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 58.55 1209 1080
155.0 Kathrein Scala 782 10254 3 3 0.1 0.4 3.0 1.7 0.80 0.50 0.0 0.00 57.02 6 10
155.0 Kathrein Scala 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.00 57.02 18 9
155.0 RFS FDGW5504/3C-3 6 3 0.3 0.5 6.2 1.3 0.80 0.50 0.0 0.00 57.02 39 21
155.0 Raycap DC2-48-60-0-9E 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.00 57.02 34 38
155.0 RFS ATM192012B-0 6 11 1.0 0.8 11.5 6.0 0.80 0.50 0.0 0.00 57.02 111 79
155.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.80 1.00 0.0 0.00 57.02 49 24
155.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 57.02 96 175
155.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.80 1.00 0.0 0.00 57.02 79 19
155.0 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 57.02 147 198
155.0 Ericsson RRUS 32 (50.8 lbs)3 51 2.7 2.2 12.1 6.7 0.80 0.50 0.0 0.00 57.02 157 183
155.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 57.02 160 191
155.0 Commscope SBNHH-1D85A 3 32 5.0 4.0 11.9 7.1 0.80 0.69 0.0 0.00 57.02 404 114
155.0 Kathrein Scala 80010864 3 55 7.1 4.6 14.8 6.6 0.80 0.65 0.0 0.00 57.02 538 198
155.0 Commscope SBNHH-1D85B (72.9")3 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 57.02 658 152
153.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 56.81 1303 1440
144.9 Andrew Microwaves UHX6-59W 2 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 3,836.96 56.05 3837 862
124.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.71 1.0 1,305.93 53.74 1306 431
104.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 1,750.64 51.14 1751 431
Totals 147 12,897 936.5 28,619 15,476
TOWER LOADING
Discrete Appurtenance Properties 0.9D + 1.0W
Elev
(ft)Description Qty
Wt.
(lb)
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert
Ecc (ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
297.1 CSS AXP18-80-2 (19.2 lbs)1 19 4.8 5.8 6.7 4.1 0.80 1.00 0.0 0.00 68.68 226 17
295.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 68.54 115 189
295.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 68.54 115 202
295.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 68.54 394 220
295.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 68.54 299 58
295.0 CSS AXP18-80-2 (19.2 lbs)4 19 4.8 5.8 6.7 4.1 0.80 0.78 -2.0 1,404.80 68.40 702 69
295.0 CSS AXP19-60-2 2 15 4.9 5.8 6.7 4.1 0.80 1.00 -2.0 903.49 68.40 452 27
295.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 68.54 1559 236
295.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 68.54 1572 1080
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
Elev
(ft)Description Qty
Wt.
(lb)
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert
Ecc (ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
268.6 RFS APXV86-906515-C 6 41 10.1 6.8 13.0 5.1 0.80 0.64 0.0 0.00 66.72 1766 220
262.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 66.25 1701 1080
251.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 65.44 83 20
251.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 65.44 131 173
251.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 65.44 131 202
251.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 65.44 1067 174
251.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 65.44 1352 810
180.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.50 0.0 0.00 59.51 156 294
180.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.50 0.0 0.00 59.51 173 227
180.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 59.51 435 281
180.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 59.51 1615 336
179.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 59.42 1227 810
173.5 Ericsson RRUS A2 Module 3 21 1.6 1.1 15.0 3.4 0.80 0.50 0.0 0.00 58.89 96 57
170.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 58.55 21 8
170.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 58.55 62 72
170.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 58.55 97 151
170.0 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 58.55 151 146
170.0 Argus LLPX411R-V4 3 27 4.8 3.8 11.8 4.5 0.80 0.63 0.0 0.00 58.55 359 72
170.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 58.55 661 135
170.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 58.55 1209 810
155.0 Kathrein Scala 782 10254 3 3 0.1 0.4 3.0 1.7 0.80 0.50 0.0 0.00 57.02 6 8
155.0 Kathrein Scala 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.00 57.02 18 6
155.0 RFS FDGW5504/3C-3 6 3 0.3 0.5 6.2 1.3 0.80 0.50 0.0 0.00 57.02 39 16
155.0 Raycap DC2-48-60-0-9E 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.00 57.02 34 29
155.0 RFS ATM192012B-0 6 11 1.0 0.8 11.5 6.0 0.80 0.50 0.0 0.00 57.02 111 59
155.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.80 1.00 0.0 0.00 57.02 49 18
155.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 57.02 96 131
155.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.80 1.00 0.0 0.00 57.02 79 14
155.0 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 57.02 147 148
155.0 Ericsson RRUS 32 (50.8 lbs)3 51 2.7 2.2 12.1 6.7 0.80 0.50 0.0 0.00 57.02 157 137
155.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 57.02 160 143
155.0 Commscope SBNHH-1D85A 3 32 5.0 4.0 11.9 7.1 0.80 0.69 0.0 0.00 57.02 404 86
155.0 Kathrein Scala 80010864 3 55 7.1 4.6 14.8 6.6 0.80 0.65 0.0 0.00 57.02 538 149
155.0 Commscope SBNHH-1D85B (72.9")3 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 57.02 658 114
153.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 56.81 1303 1080
144.9 Andrew Microwaves UHX6-59W 2 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 3,836.96 56.05 3837 646
124.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.71 1.0 1,305.93 53.74 1306 323
104.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 1,750.64 51.14 1751 323
Totals 147 12,897 936.5 28,619 11,607
TOWER LOADING
Discrete Appurtenance Properties 1.2D + 1.0Di + 1.0Wi
Elev
(ft)Description Qty
Ice
Wt
(lb)
Ice
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert Ecc
(ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
297.1 CSS AXP18-80-2 (19.2 lbs)1 19 4.8 5.8 6.7 4.1 0.80 1.00 0.0 0.00 2.51 8 23
295.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 2.50 4 252
295.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 2.50 4 270
295.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 2.50 14 294
295.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 2.50 11 77
295.0 CSS AXP18-80-2 (19.2 lbs)4 19 4.8 5.8 6.7 4.1 0.80 0.78 -2.0 51.29 2.50 26 92
295.0 CSS AXP19-60-2 2 15 4.9 5.8 6.7 4.1 0.80 1.00 -2.0 32.99 2.50 16 36
295.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 2.50 57 315
295.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 2.50 57 1440
268.6 RFS APXV86-906515-C 6 41 10.1 6.8 13.0 5.1 0.80 0.64 0.0 0.00 2.44 64 293
262.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.42 62 1440
251.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 2.39 3 26
251.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 2.39 5 230
251.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 2.39 5 270
251.0 JMA Wireless MX08FRO665-21 3 64 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 2.39 39 232
251.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.39 49 1080
180.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.50 0.0 0.00 2.17 6 392
180.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.50 0.0 0.00 2.17 6 302
180.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 2.17 16 374
180.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 2.17 59 449
179.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.17 45 1080
173.5 Ericsson RRUS A2 Module 3 21 1.6 1.1 15.0 3.4 0.80 0.50 0.0 0.00 2.15 4 76
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
Elev
(ft)Description Qty
Ice
Wt
(lb)
Ice
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert Ecc
(ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
170.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 2.14 1 11
170.0 Nokia FWHR 3 26 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 2.14 2 95
170.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 2.14 4 202
170.0 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 2.14 5 194
170.0 Argus LLPX411R-V4 3 26 4.8 3.8 11.8 4.5 0.80 0.63 0.0 0.00 2.14 13 95
170.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 2.14 24 180
170.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 2.14 44 1080
155.0 Kathrein Scala 782 10254 3 3 0.1 0.4 3.0 1.7 0.80 0.50 0.0 0.00 2.08 0 10
155.0 Kathrein Scala 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.00 2.08 1 9
155.0 RFS FDGW5504/3C-3 6 3 0.3 0.5 6.2 1.3 0.80 0.50 0.0 0.00 2.08 1 21
155.0 Raycap DC2-48-60-0-9E 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.00 2.08 1 38
155.0 RFS ATM192012B-0 6 11 1.0 0.8 11.5 6.0 0.80 0.50 0.0 0.00 2.08 4 79
155.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.80 1.00 0.0 0.00 2.08 2 24
155.0 Ericsson Radio 4426 3 48 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 2.08 4 175
155.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.80 1.00 0.0 0.00 2.08 3 19
155.0 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 2.08 5 198
155.0 Ericsson RRUS 32 (50.8 lbs)3 51 2.7 2.2 12.1 6.7 0.80 0.50 0.0 0.00 2.08 6 183
155.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 2.08 6 191
155.0 Commscope SBNHH-1D85A 3 32 5.0 4.0 11.9 7.1 0.80 0.69 0.0 0.00 2.08 15 114
155.0 Kathrein Scala 80010864 3 55 7.1 4.6 14.8 6.6 0.80 0.65 0.0 0.00 2.08 20 198
155.0 Commscope SBNHH-1D85B (72.9")3 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 2.08 24 152
153.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 2.07 48 1440
144.9 Andrew Microwaves UHX6-59W 2 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 140.10 2.05 140 862
124.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.71 1.0 47.68 1.96 48 431
104.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 63.92 1.87 64 431
Totals 147 12,897 936.5 1045 15,476
TOWER LOADING
Discrete Appurtenance Properties 1.0D + 1.0W Service
Elev
(ft)Description Qty
Wt.
(lb)
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert
Ecc (ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
297.1 CSS AXP18-80-2 (19.2 lbs)1 19 4.8 5.8 6.7 4.1 0.80 1.00 0.0 0.00 10.56 35 19
295.0 Ericsson Radio 4449 - B13&B5 3 70 1.6 1.3 13.2 9.3 0.80 0.50 0.0 0.00 10.54 18 210
295.0 Ericsson 8843 Rev 2 3 75 1.6 1.3 13.2 11.1 0.80 0.50 0.0 0.00 10.54 18 225
295.0 Ericsson AIR 6449 B77D/ C-Band 3 82 4.0 2.5 15.9 10.6 0.80 0.70 0.0 0.00 10.54 61 245
295.0 Raycap RCMDC-6627-PF-48 2 32 4.1 2.5 16.5 12.6 0.80 0.79 0.0 0.00 10.54 46 64
295.0 CSS AXP18-80-2 (19.2 lbs)4 19 4.8 5.8 6.7 4.1 0.80 0.78 -2.0 215.98 10.52 108 77
295.0 CSS AXP19-60-2 2 15 4.9 5.8 6.7 4.1 0.80 1.00 -2.0 138.91 10.52 69 30
295.0 Commscope NHH-65B-R2B 6 44 8.1 6.0 11.9 7.1 0.80 0.69 0.0 0.00 10.54 240 262
295.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 10.54 242 1200
268.6 RFS APXV86-906515-C 6 41 10.1 6.8 13.0 5.1 0.80 0.64 0.0 0.00 10.26 272 244
262.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.75 0.0 0.00 10.19 262 1200
251.0 Raycap RDIDC-9181-PF-48 1 22 1.9 1.3 14.0 8.0 0.80 1.00 0.0 0.00 10.06 13 22
251.0 Fujitsu TA08025-B604 3 64 2.0 1.3 15.0 7.9 0.80 0.50 0.0 0.00 10.06 20 192
251.0 Fujitsu TA08025-B605 3 75 2.0 1.3 15.0 9.1 0.80 0.50 0.0 0.00 10.06 20 225
251.0 JMA Wireless MX08FRO665-21 3 65 12.5 6.0 20.0 8.0 0.80 0.64 0.0 0.00 10.06 164 194
251.0 Generic Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 10.06 208 900
180.0 Ericsson Radio 4460 B25+B66 3 109 2.6 1.6 15.7 12.1 0.80 0.50 0.0 0.00 9.15 24 327
180.0 Ericsson Radio 4480 B71+B85A 3 84 2.9 1.8 15.7 7.5 0.80 0.50 0.0 0.00 9.15 27 252
180.0 Ericsson Air6449 B41 3 104 5.7 2.8 20.6 8.6 0.80 0.63 0.0 0.00 9.15 67 312
180.0 Commscope FFVV-65C-R3-V1 3 125 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.00 9.15 248 374
179.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 9.14 189 900
173.5 Ericsson RRUS A2 Module 3 21 1.6 1.1 15.0 3.4 0.80 0.50 0.0 0.00 9.05 15 64
170.0 RFS ACU-A20-N 9 1 0.1 0.3 2.0 3.5 0.80 0.50 0.0 0.00 9.00 3 9
170.0 Nokia FWHR 3 27 1.0 1.1 9.7 6.3 0.80 0.50 0.0 0.00 9.00 10 80
170.0 Ericsson RRUS 31 B25 3 56 1.6 1.4 11.8 9.3 0.80 0.50 0.0 0.00 9.00 15 168
170.0 Ericsson RRUS-11 800 MHz 3 54 2.5 1.4 17.8 9.2 0.80 0.50 0.0 0.00 9.00 23 162
170.0 Argus LLPX411R-V4 3 27 4.8 3.8 11.8 4.5 0.80 0.63 0.0 0.00 9.00 55 80
170.0 RFS APXV9ERR18-C 3 50 8.0 6.0 11.8 7.0 0.80 0.69 0.0 0.00 9.00 102 150
170.0 Round Sector Frames 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.00 9.00 186 900
155.0 Kathrein Scala 782 10254 3 3 0.1 0.4 3.0 1.7 0.80 0.50 0.0 0.00 8.77 1 9
155.0 Kathrein Scala 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.00 8.77 3 7
155.0 RFS FDGW5504/3C-3 6 3 0.3 0.5 6.2 1.3 0.80 0.50 0.0 0.00 8.77 6 17
155.0 Raycap DC2-48-60-0-9E 2 16 0.9 0.9 10.3 6.2 0.80 0.50 0.0 0.00 8.77 5 32
155.0 RFS ATM192012B-0 6 11 1.0 0.8 11.5 6.0 0.80 0.50 0.0 0.00 8.77 17 66
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
Elev
(ft)Description Qty
Wt.
(lb)
EPA
(sf)
Length
(ft)
Width
(in)
Depth
(in)Ka
Orient
Factor
Vert
Ecc (ft)
Mu
(lb-ft)
Qz
(psf)
Fa (WL)
(lb)
Pa (DL)
(lb)
155.0 Raycap DC6-48-60-18-8F 1 20 1.3 2.0 9.7 9.7 0.80 1.00 0.0 0.00 8.77 8 20
155.0 Ericsson Radio 4426 3 49 1.6 1.3 13.2 5.8 0.80 0.50 0.0 0.00 8.77 15 146
155.0 Raycap DC6-48-60-18-8C 1 16 2.0 1.7 18.2 6.4 0.80 1.00 0.0 0.00 8.77 12 16
155.0 Ericsson RRUS 11 (Band 12) (55 3 55 2.5 1.5 17.0 7.2 0.80 0.50 0.0 0.00 8.77 23 165
155.0 Ericsson RRUS 32 (50.8 lbs)3 51 2.7 2.2 12.1 6.7 0.80 0.50 0.0 0.00 8.77 24 152
155.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.50 0.0 0.00 8.77 25 159
155.0 Commscope SBNHH-1D85A 3 32 5.0 4.0 11.9 7.1 0.80 0.69 0.0 0.00 8.77 62 95
155.0 Kathrein Scala 80010864 3 55 7.1 4.6 14.8 6.6 0.80 0.65 0.0 0.00 8.77 83 165
155.0 Commscope SBNHH-1D85B (72.9")3 42 8.2 6.1 11.9 7.1 0.80 0.69 0.0 0.00 8.77 101 126
153.0 Flat Light Sector Frames 3 400 17.9 0.0 0.0 0.0 0.75 0.67 0.0 0.00 8.73 200 1200
144.9 Andrew Microwaves UHX6-59W 2 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 589.92 8.62 590 718
124.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 0.71 1.0 200.78 8.26 201 359
104.9 Andrew Microwaves UHX6-59W 1 359 40.3 6.4 76.5 60.8 1.00 1.00 1.0 269.16 7.86 269 359
Totals 147 12,897 936.5 4,400 12,897
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
TOWER LOADING
Linear Appurtenance Properties
Elev
From
(ft)
Elev
To
(ft)Description Qty
Width
(in)
Weight
(lb/ft)
% In
Wind
Spread On
Faces Bundling
Cluster Dia
(in)
Out of
Zone
Spacing
(in)
Orient
Factor
Ka
Override
10.0 300.0 Climbing Ladder 1 1.00 4.00 100 1 Individual 0.00 N 1.00 1.00 0.00
10.0 295.0 Waveguide 1 1.50 6.90 100 3 Individual 0.00 N 1.00 1.00 0.00
10.0 262.0 Waveguide 1 1.50 6.90 100 2 Individual 0.00 N 1.00 1.00 0.00
10.0 251.0 Waveguide 1 2.00 6.00 100 2 Individual 0.00 N 1.00 1.00 0.00
10.0 179.0 Waveguide 1 1.50 6.90 100 3 Individual 0.00 N 1.00 1.00 0.00
10.0 170.0 Waveguide 1 1.50 6.90 100 2 Individual 0.00 N 1.00 1.00 0.00
10.0 153.0 Waveguide 1 1.50 6.00 100 1 Individual 0.00 N 1.00 1.00 0.00
5.0 295.0 1 5/8" Coax 10 1.98 0.82 50 3 Block 0.00 N 1.00 1.00 0.00
5.0 262.0 1 5/8" Coax 12 1.98 0.82 50 2 Block 0.00 N 1.00 1.00 0.28
5.0 170.0 1" conduit 1 1.32 1.68 100 2 Individual 0.00 N 1.00 1.00 0.00
5.0 170.0 0.87" (22.0mm) Fiber 3 0.87 0.25 100 2 Individual 0.00 N 1.00 1.00 0.52
5.0 170.0 1 1/4" Hybriflex Cable 3 1.54 1.00 100 2 Block 0.00 N 1.00 1.00 0.25
5.0 170.0 0.21" (5.3mm) Cat 5e 3 0.21 0.02 100 2 Individual 0.00 N 1.00 1.00 0.00
5.0 170.0 1.16" (29.5mm) SOOW 1 1.16 0.96 100 2 Individual 0.00 N 1.00 1.00 0.00
5.0 155.0 0.39" (10mm) Fiber Trunk 2 0.39 0.06 100 1 Individual 0.00 N 1.00 1.00 0.01
5.0 155.0 3/8" (0.38"- 9.5mm) RET Contro 1 0.38 0.23 100 1 Individual 0.00 N 1.00 1.00 0.01
5.0 155.0 0.76" (19.2mm) 8 AWG 6 4 0.76 0.53 100 1 Block 0.00 N 1.00 1.00 0.21
5.0 155.0 1 5/8" Coax 12 1.98 0.82 50 1 Block 0.00 N 1.00 1.00 0.28
5.0 145.0 EW52 4 2.25 0.59 100 3 Individual 0.00 N 1.00 1.00 0.00
5.0 125.0 EW52 2 2.25 0.59 100 3 Individual 0.00 N 1.00 1.00 0.00
5.0 105.0 EW52 2 2.25 0.59 100 3 Individual 0.00 N 1.00 1.00 0.00
0.0 300.0 1/2" Coax 1 0.63 0.15 100 1 Individual 0.00 N 1.00 1.00 0.00
0.0 295.0 1 5/8" Hybriflex 2 1.98 1.30 100 3 Individual 0.00 N 1.00 1.00 0.00
0.0 293.0 2 1/4" Coax 2 2.38 1.22 100 3 Individual 0.00 N 1.00 1.00 0.00
0.0 251.0 1.41" (35.8mm) Hybrid 1 1.41 1.66 100 2 Individual 0.00 N 1.00 1.00 0.00
0.0 180.0 1.99" (50.7mm) Hybrid 3 1.99 1.90 100 3 Individual 0.00 N 1.00 1.00 0.00
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
SECTION FORCES
1.2D + 1.0W Normal Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 1.00 1.00 0.0 15.74 42.54 0.00 1525 0 2466 1762 4228
14 270 66.82 11.163 11.689 0.00 0.155 2.75 1.00 1.00 0.0 17.29 47.61 0.00 1966 0 2704 2406 5110
13 250 65.37 16.899 13.359 0.00 0.158 2.74 1.00 1.00 0.0 23.59 64.65 0.00 2915 0 3592 3269 6861
12 230 63.83 19.044 18.579 0.00 0.159 2.74 1.00 1.00 0.0 26.91 73.68 0.00 3723 0 3998 3331 7328
11 210 62.19 21.720 22.126 0.00 0.156 2.75 1.00 1.00 0.0 31.05 85.38 0.00 4823 0 4513 3245 7759
10 190 60.44 28.504 28.805 0.00 0.175 2.68 1.00 1.00 0.0 40.95 109.78 0.00 5359 0 5640 3154 8794
9 170 58.55 31.988 28.805 0.00 0.164 2.72 1.00 1.00 0.0 44.26 120.38 0.00 8774 0 5991 3656 9647
8 150 56.49 40.539 28.805 0.00 0.168 2.71 1.00 1.00 0.0 52.87 143.10 0.00 9700 0 6871 4513 11385
7 130 54.23 33.248 35.902 0.00 0.150 2.77 1.00 1.00 0.0 48.29 133.74 0.00 11125 0 6165 4967 11132
6 110 51.70 36.296 35.902 0.00 0.144 2.79 1.00 1.00 0.0 51.21 143.13 0.00 11589 0 6290 4973 11263
5 90 48.82 44.670 42.581 0.00 0.159 2.74 1.00 1.00 0.0 62.70 171.69 0.00 12689 0 7125 4864 11989
4 70 45.44 48.104 42.581 0.00 0.153 2.76 1.00 1.00 0.0 66.01 182.12 0.00 13255 0 7034 4527 11561
3 50 41.27 56.044 46.756 0.00 0.162 2.73 1.00 1.00 0.0 75.90 207.16 0.00 16794 0 7268 4112 11380
2 30 35.67 58.874 53.435 0.00 0.165 2.72 1.00 1.00 0.0 81.65 221.97 0.00 19273 0 6730 3554 10284
1 10 35.64 61.792 53.435 0.00 0.159 2.74 1.00 1.00 0.0 84.41 231.20 0.00 19028 0 7004 3099 10102
142,540 0 138,823
1.2D + 1.0W 60°Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 0.80 1.00 0.0 13.82 37.35 0.00 1525 0 2165 1762 3927
14 270 66.82 11.163 11.689 0.00 0.155 2.75 0.80 1.00 0.0 15.06 41.46 0.00 1966 0 2355 2406 4761
13 250 65.37 16.899 13.359 0.00 0.158 2.74 0.80 1.00 0.0 20.21 55.39 0.00 2915 0 3078 3269 6346
12 230 63.83 19.044 18.579 0.00 0.159 2.74 0.80 1.00 0.0 23.10 63.25 0.00 3723 0 3432 3331 6763
11 210 62.19 21.720 22.126 0.00 0.156 2.75 0.80 1.00 0.0 26.71 73.43 0.00 4823 0 3882 3245 7127
10 190 60.44 28.504 28.805 0.00 0.175 2.68 0.80 1.00 0.0 35.24 94.50 0.00 5359 0 4855 3154 8008
9 170 58.55 31.988 28.805 0.00 0.164 2.72 0.80 1.00 0.0 37.86 102.98 0.00 8774 0 5125 3656 8781
8 150 56.49 40.539 28.805 0.00 0.168 2.71 0.80 1.00 0.0 44.76 121.15 0.00 9700 0 5818 4513 10331
7 130 54.23 33.248 35.902 0.00 0.150 2.77 0.80 1.00 0.0 41.64 115.32 0.00 11125 0 5316 4967 10283
6 110 51.70 36.296 35.902 0.00 0.144 2.79 0.80 1.00 0.0 43.96 122.84 0.00 11589 0 5398 4973 10372
5 90 48.82 44.670 42.581 0.00 0.159 2.74 0.80 1.00 0.0 53.76 147.23 0.00 12689 0 6110 4864 10974
4 70 45.44 48.104 42.581 0.00 0.153 2.76 0.80 1.00 0.0 56.38 155.57 0.00 13255 0 6009 4527 10536
3 50 41.27 56.044 46.756 0.00 0.162 2.73 0.80 1.00 0.0 64.69 176.57 0.00 16794 0 6194 4112 10307
2 30 35.67 58.874 53.435 0.00 0.165 2.72 0.80 1.00 0.0 69.88 189.96 0.00 19273 0 5759 3554 9313
1 10 35.64 61.792 53.435 0.00 0.159 2.74 0.80 1.00 0.0 72.05 197.35 0.00 19028 0 5978 2656 8634
142,540 0 126,464
1.2D + 1.0W 90°Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 0.85 1.00 0.0 14.30 38.65 0.00 1525 0 2240 1762 4002
14 270 66.82 11.163 11.689 0.00 0.155 2.75 0.85 1.00 0.0 15.62 43.00 0.00 1966 0 2442 2406 4848
13 250 65.37 16.899 13.359 0.00 0.158 2.74 0.85 1.00 0.0 21.06 57.71 0.00 2915 0 3206 3269 6475
12 230 63.83 19.044 18.579 0.00 0.159 2.74 0.85 1.00 0.0 24.05 65.86 0.00 3723 0 3573 3331 6904
11 210 62.19 21.720 22.126 0.00 0.156 2.75 0.85 1.00 0.0 27.79 76.42 0.00 4823 0 4040 3245 7285
10 190 60.44 28.504 28.805 0.00 0.175 2.68 0.85 1.00 0.0 36.67 98.32 0.00 5359 0 5051 3154 8205
9 170 58.55 31.988 28.805 0.00 0.164 2.72 0.85 1.00 0.0 39.46 107.33 0.00 8774 0 5341 3656 8998
8 150 56.49 40.539 28.805 0.00 0.168 2.71 0.85 1.00 0.0 46.79 126.64 0.00 9700 0 6081 4513 10594
7 130 54.23 33.248 35.902 0.00 0.150 2.77 0.85 1.00 0.0 43.30 119.93 0.00 11125 0 5528 4967 10496
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
SECTION FORCES
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
6 110 51.70 36.296 35.902 0.00 0.144 2.79 0.85 1.00 0.0 45.77 127.91 0.00 11589 0 5621 4973 10595
5 90 48.82 44.670 42.581 0.00 0.159 2.74 0.85 1.00 0.0 56.00 153.34 0.00 12689 0 6363 4864 11228
4 70 45.44 48.104 42.581 0.00 0.153 2.76 0.85 1.00 0.0 58.79 162.21 0.00 13255 0 6265 4527 10792
3 50 41.27 56.044 46.756 0.00 0.162 2.73 0.85 1.00 0.0 67.49 184.21 0.00 16794 0 6463 4112 10575
2 30 35.67 58.874 53.435 0.00 0.165 2.72 0.85 1.00 0.0 72.82 197.97 0.00 19273 0 6002 3554 9556
1 10 35.64 61.792 53.435 0.00 0.159 2.74 0.85 1.00 0.0 75.14 205.82 0.00 19028 0 6235 2656 8891
142,540 0 129,443
0.9D + 1.0W Normal Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 1.00 1.00 0.0 15.74 42.54 0.00 1144 0 2466 1762 4228
14 270 66.82 11.163 11.689 0.00 0.155 2.75 1.00 1.00 0.0 17.29 47.61 0.00 1475 0 2704 2406 5110
13 250 65.37 16.899 13.359 0.00 0.158 2.74 1.00 1.00 0.0 23.59 64.65 0.00 2186 0 3592 3269 6861
12 230 63.83 19.044 18.579 0.00 0.159 2.74 1.00 1.00 0.0 26.91 73.68 0.00 2792 0 3998 3331 7328
11 210 62.19 21.720 22.126 0.00 0.156 2.75 1.00 1.00 0.0 31.05 85.38 0.00 3618 0 4513 3245 7759
10 190 60.44 28.504 28.805 0.00 0.175 2.68 1.00 1.00 0.0 40.95 109.78 0.00 4019 0 5640 3154 8794
9 170 58.55 31.988 28.805 0.00 0.164 2.72 1.00 1.00 0.0 44.26 120.38 0.00 6581 0 5991 3656 9647
8 150 56.49 40.539 28.805 0.00 0.168 2.71 1.00 1.00 0.0 52.87 143.10 0.00 7275 0 6871 4513 11385
7 130 54.23 33.248 35.902 0.00 0.150 2.77 1.00 1.00 0.0 48.29 133.74 0.00 8344 0 6165 4967 11132
6 110 51.70 36.296 35.902 0.00 0.144 2.79 1.00 1.00 0.0 51.21 143.13 0.00 8692 0 6290 4973 11263
5 90 48.82 44.670 42.581 0.00 0.159 2.74 1.00 1.00 0.0 62.70 171.69 0.00 9517 0 7125 4864 11989
4 70 45.44 48.104 42.581 0.00 0.153 2.76 1.00 1.00 0.0 66.01 182.12 0.00 9941 0 7034 4527 11561
3 50 41.27 56.044 46.756 0.00 0.162 2.73 1.00 1.00 0.0 75.90 207.16 0.00 12595 0 7268 4112 11380
2 30 35.67 58.874 53.435 0.00 0.165 2.72 1.00 1.00 0.0 81.65 221.97 0.00 14455 0 6730 3554 10284
1 10 35.64 61.792 53.435 0.00 0.159 2.74 1.00 1.00 0.0 84.41 231.20 0.00 14271 0 7004 2656 9660
106,905 0 138,381
0.9D + 1.0W 60°Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 0.80 1.00 0.0 13.82 37.35 0.00 1144 0 2165 1762 3927
14 270 66.82 11.163 11.689 0.00 0.155 2.75 0.80 1.00 0.0 15.06 41.46 0.00 1475 0 2355 2406 4761
13 250 65.37 16.899 13.359 0.00 0.158 2.74 0.80 1.00 0.0 20.21 55.39 0.00 2186 0 3078 3269 6346
12 230 63.83 19.044 18.579 0.00 0.159 2.74 0.80 1.00 0.0 23.10 63.25 0.00 2792 0 3432 3331 6763
11 210 62.19 21.720 22.126 0.00 0.156 2.75 0.80 1.00 0.0 26.71 73.43 0.00 3618 0 3882 3245 7127
10 190 60.44 28.504 28.805 0.00 0.175 2.68 0.80 1.00 0.0 35.24 94.50 0.00 4019 0 4855 3154 8008
9 170 58.55 31.988 28.805 0.00 0.164 2.72 0.80 1.00 0.0 37.86 102.98 0.00 6581 0 5125 3656 8781
8 150 56.49 40.539 28.805 0.00 0.168 2.71 0.80 1.00 0.0 44.76 121.15 0.00 7275 0 5818 4513 10331
7 130 54.23 33.248 35.902 0.00 0.150 2.77 0.80 1.00 0.0 41.64 115.32 0.00 8344 0 5316 4967 10283
6 110 51.70 36.296 35.902 0.00 0.144 2.79 0.80 1.00 0.0 43.96 122.84 0.00 8692 0 5398 4973 10372
5 90 48.82 44.670 42.581 0.00 0.159 2.74 0.80 1.00 0.0 53.76 147.23 0.00 9517 0 6110 4864 10974
4 70 45.44 48.104 42.581 0.00 0.153 2.76 0.80 1.00 0.0 56.38 155.57 0.00 9941 0 6009 4527 10536
3 50 41.27 56.044 46.756 0.00 0.162 2.73 0.80 1.00 0.0 64.69 176.57 0.00 12595 0 6194 4112 10307
2 30 35.67 58.874 53.435 0.00 0.165 2.72 0.80 1.00 0.0 69.88 189.96 0.00 14455 0 5759 3554 9313
1 10 35.64 61.792 53.435 0.00 0.159 2.74 0.80 1.00 0.0 72.05 197.35 0.00 14271 0 5978 2656 8634
106,905 0 126,464
0.9D + 1.0W 90°Gust Response Factor (Gh):0.85
153.02 mph wind with no ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 68.20 9.605 11.667 0.00 0.169 2.70 0.85 1.00 0.0 14.30 38.65 0.00 1144 0 2240 1762 4002
14 270 66.82 11.163 11.689 0.00 0.155 2.75 0.85 1.00 0.0 15.62 43.00 0.00 1475 0 2442 2406 4848
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
SECTION FORCES
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
13 250 65.37 16.899 13.359 0.00 0.158 2.74 0.85 1.00 0.0 21.06 57.71 0.00 2186 0 3206 3269 6475
12 230 63.83 19.044 18.579 0.00 0.159 2.74 0.85 1.00 0.0 24.05 65.86 0.00 2792 0 3573 3331 6904
11 210 62.19 21.720 22.126 0.00 0.156 2.75 0.85 1.00 0.0 27.79 76.42 0.00 3618 0 4040 3245 7285
10 190 60.44 28.504 28.805 0.00 0.175 2.68 0.85 1.00 0.0 36.67 98.32 0.00 4019 0 5051 3154 8205
9 170 58.55 31.988 28.805 0.00 0.164 2.72 0.85 1.00 0.0 39.46 107.33 0.00 6581 0 5341 3656 8998
8 150 56.49 40.539 28.805 0.00 0.168 2.71 0.85 1.00 0.0 46.79 126.64 0.00 7275 0 6081 4513 10594
7 130 54.23 33.248 35.902 0.00 0.150 2.77 0.85 1.00 0.0 43.30 119.93 0.00 8344 0 5528 4967 10496
6 110 51.70 36.296 35.902 0.00 0.144 2.79 0.85 1.00 0.0 45.77 127.91 0.00 8692 0 5621 4973 10595
5 90 48.82 44.670 42.581 0.00 0.159 2.74 0.85 1.00 0.0 56.00 153.34 0.00 9517 0 6363 4864 11228
4 70 45.44 48.104 42.581 0.00 0.153 2.76 0.85 1.00 0.0 58.79 162.21 0.00 9941 0 6265 4527 10792
3 50 41.27 56.044 46.756 0.00 0.162 2.73 0.85 1.00 0.0 67.49 184.21 0.00 12595 0 6463 4112 10575
2 30 35.67 58.874 53.435 0.00 0.165 2.72 0.85 1.00 0.0 72.82 197.97 0.00 14455 0 6002 3554 9556
1 10 35.64 61.792 53.435 0.00 0.159 2.74 0.85 1.00 0.0 75.14 205.82 0.00 14271 0 6235 2656 8891
106,905 0 129,443
1.2D + 1.0Di + 1.0Wi Normal Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00
29.24 mph wind with 0.000" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 2.49 9.605 11.667 0.00 0.169 2.70 1.00 1.00 0.0 16.25 43.92 0.00 1525 0 93 66 159
14 270 2.44 11.163 11.689 0.00 0.155 2.75 1.00 1.00 0.0 17.80 49.01 0.00 1966 0 102 89 191
13 250 2.39 16.899 13.359 0.00 0.158 2.74 1.00 1.00 0.0 24.49 67.13 0.00 2915 0 136 122 258
12 230 2.33 19.044 18.579 0.00 0.159 2.74 1.00 1.00 0.0 29.61 81.07 0.00 3723 0 161 124 285
11 210 2.27 21.720 22.126 0.00 0.156 2.75 1.00 1.00 0.0 34.29 94.28 0.00 4823 0 182 121 303
10 190 2.21 28.504 28.805 0.00 0.175 2.68 1.00 1.00 0.0 44.94 120.49 0.00 5359 0 226 117 343
9 170 2.14 31.988 28.805 0.00 0.164 2.72 1.00 1.00 0.0 48.38 131.58 0.00 8774 0 239 149 388
8 150 2.06 40.539 28.805 0.00 0.168 2.71 1.00 1.00 0.0 56.95 154.14 0.00 9700 0 270 183 453
7 130 1.98 33.248 35.902 0.00 0.150 2.77 1.00 1.00 0.0 53.63 148.52 0.00 11125 0 250 207 457
6 110 1.89 36.296 35.902 0.00 0.144 2.79 1.00 1.00 0.0 56.65 158.32 0.00 11589 0 254 210 464
5 90 1.78 44.670 42.581 0.00 0.159 2.74 1.00 1.00 0.0 68.88 188.62 0.00 12689 0 286 205 491
4 70 1.66 48.104 42.581 0.00 0.153 2.76 1.00 1.00 0.0 72.28 199.45 0.00 13255 0 281 192 473
3 50 1.51 56.044 46.756 0.00 0.162 2.73 1.00 1.00 0.0 82.64 225.55 0.00 16794 0 289 173 462
2 30 1.30 58.874 53.435 0.00 0.165 2.72 1.00 1.00 0.0 89.29 242.74 0.00 19273 0 269 149 418
1 10 1.30 61.792 53.435 0.00 0.159 2.74 1.00 1.00 0.0 92.17 252.46 0.00 19028 0 279 114 394
142,540 0 5,539
1.2D + 1.0Di + 1.0Wi 60°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00
29.24 mph wind with 0.000" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 2.49 9.605 11.667 0.00 0.169 2.70 0.80 1.00 0.0 14.33 38.73 0.00 1525 0 82 66 148
14 270 2.44 11.163 11.689 0.00 0.155 2.75 0.80 1.00 0.0 15.57 42.86 0.00 1966 0 89 89 178
13 250 2.39 16.899 13.359 0.00 0.158 2.74 0.80 1.00 0.0 21.11 57.86 0.00 2915 0 117 122 239
12 230 2.33 19.044 18.579 0.00 0.159 2.74 0.80 1.00 0.0 25.80 70.64 0.00 3723 0 140 124 264
11 210 2.27 21.720 22.126 0.00 0.156 2.75 0.80 1.00 0.0 29.95 82.34 0.00 4823 0 159 121 280
10 190 2.21 28.504 28.805 0.00 0.175 2.68 0.80 1.00 0.0 39.24 105.20 0.00 5359 0 197 117 314
9 170 2.14 31.988 28.805 0.00 0.164 2.72 0.80 1.00 0.0 41.98 114.19 0.00 8774 0 207 149 357
8 150 2.06 40.539 28.805 0.00 0.168 2.71 0.80 1.00 0.0 48.84 132.19 0.00 9700 0 232 183 415
7 130 1.98 33.248 35.902 0.00 0.150 2.77 0.80 1.00 0.0 46.98 130.10 0.00 11125 0 219 207 426
6 110 1.89 36.296 35.902 0.00 0.144 2.79 0.80 1.00 0.0 49.39 138.03 0.00 11589 0 221 210 431
5 90 1.78 44.670 42.581 0.00 0.159 2.74 0.80 1.00 0.0 59.94 164.15 0.00 12689 0 249 205 454
4 70 1.66 48.104 42.581 0.00 0.153 2.76 0.80 1.00 0.0 62.66 172.90 0.00 13255 0 244 192 435
3 50 1.51 56.044 46.756 0.00 0.162 2.73 0.80 1.00 0.0 71.43 194.96 0.00 16794 0 250 173 423
2 30 1.30 58.874 53.435 0.00 0.165 2.72 0.80 1.00 0.0 77.51 210.73 0.00 19273 0 233 149 383
1 10 1.30 61.792 53.435 0.00 0.159 2.74 0.80 1.00 0.0 79.81 218.61 0.00 19028 0 242 114 356
142,540 0 5,103
1.2D + 1.0Di + 1.0Wi 90°Gust Response Factor (Gh):0.85 Ice Importance Factor:1.00
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
SECTION FORCES
29.24 mph wind with 0.000" radial ice Wind Importance Factor (Iw):1.00 Ice Dead Load Factor:1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 2.49 9.605 11.667 0.00 0.169 2.70 0.85 1.00 0.0 14.81 40.03 0.00 1525 0 85 66 150
14 270 2.44 11.163 11.689 0.00 0.155 2.75 0.85 1.00 0.0 16.13 44.40 0.00 1966 0 92 89 182
13 250 2.39 16.899 13.359 0.00 0.158 2.74 0.85 1.00 0.0 21.96 60.18 0.00 2915 0 122 122 244
12 230 2.33 19.044 18.579 0.00 0.159 2.74 0.85 1.00 0.0 26.75 73.24 0.00 3723 0 145 124 269
11 210 2.27 21.720 22.126 0.00 0.156 2.75 0.85 1.00 0.0 31.03 85.32 0.00 4823 0 165 121 286
10 190 2.21 28.504 28.805 0.00 0.175 2.68 0.85 1.00 0.0 40.66 109.03 0.00 5359 0 205 117 322
9 170 2.14 31.988 28.805 0.00 0.164 2.72 0.85 1.00 0.0 43.58 118.54 0.00 8774 0 215 149 365
8 150 2.06 40.539 28.805 0.00 0.168 2.71 0.85 1.00 0.0 50.87 137.68 0.00 9700 0 241 183 424
7 130 1.98 33.248 35.902 0.00 0.150 2.77 0.85 1.00 0.0 48.64 134.71 0.00 11125 0 227 207 433
6 110 1.89 36.296 35.902 0.00 0.144 2.79 0.85 1.00 0.0 51.21 143.10 0.00 11589 0 230 210 440
5 90 1.78 44.670 42.581 0.00 0.159 2.74 0.85 1.00 0.0 62.18 170.27 0.00 12689 0 258 205 463
4 70 1.66 48.104 42.581 0.00 0.153 2.76 0.85 1.00 0.0 65.07 179.54 0.00 13255 0 253 192 445
3 50 1.51 56.044 46.756 0.00 0.162 2.73 0.85 1.00 0.0 74.23 202.61 0.00 16794 0 260 173 433
2 30 1.30 58.874 53.435 0.00 0.165 2.72 0.85 1.00 0.0 80.46 218.73 0.00 19273 0 242 149 392
1 10 1.30 61.792 53.435 0.00 0.159 2.74 0.85 1.00 0.0 82.90 227.07 0.00 19028 0 251 114 366
142,540 0 5,212
1.0D + 1.0W Service Normal Gust Response Factor (Gh):0.85
60 mph Wind with No Ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 10.49 9.605 11.667 0.00 0.169 2.70 1.00 1.00 0.0 16.25 43.92 0.00 1271 0 391 249 640
14 270 10.27 11.163 11.689 0.00 0.155 2.75 1.00 1.00 0.0 17.80 49.01 0.00 1639 0 428 337 765
13 250 10.05 16.899 13.359 0.00 0.158 2.74 1.00 1.00 0.0 24.49 67.13 0.00 2429 0 573 470 1043
12 230 9.81 19.044 18.579 0.00 0.159 2.74 1.00 1.00 0.0 29.61 81.07 0.00 3103 0 676 480 1157
11 210 9.56 21.720 22.126 0.00 0.156 2.75 1.00 1.00 0.0 34.29 94.28 0.00 4020 0 766 468 1234
10 190 9.29 28.504 28.805 0.00 0.175 2.68 1.00 1.00 0.0 44.20 118.50 0.00 4466 0 936 455 1391
9 170 9.00 31.988 28.805 0.00 0.164 2.72 1.00 1.00 0.0 47.70 129.74 0.00 7312 0 993 562 1555
8 150 8.69 40.539 28.805 0.00 0.168 2.71 1.00 1.00 0.0 56.37 152.58 0.00 8083 0 1126 694 1820
7 130 8.34 33.248 35.902 0.00 0.150 2.77 1.00 1.00 0.0 51.55 142.77 0.00 9271 0 1012 764 1776
6 110 7.95 36.296 35.902 0.00 0.144 2.79 1.00 1.00 0.0 54.75 153.01 0.00 9658 0 1034 765 1798
5 90 7.51 44.670 42.581 0.00 0.159 2.74 1.00 1.00 0.0 65.52 179.40 0.00 10574 0 1145 748 1892
4 70 6.99 48.104 42.581 0.00 0.153 2.76 1.00 1.00 0.0 69.32 191.27 0.00 11046 0 1136 696 1832
3 50 6.35 56.044 46.756 0.00 0.162 2.73 1.00 1.00 0.0 79.25 216.31 0.00 13995 0 1167 632 1799
2 30 5.48 58.874 53.435 0.00 0.165 2.72 1.00 1.00 0.0 83.82 227.87 0.00 16061 0 1062 546 1609
1 10 5.48 61.792 53.435 0.00 0.159 2.74 1.00 1.00 0.0 84.41 231.20 0.00 15857 0 1077 408 1485
118,783 0 21,796
1.0D + 1.0W Service 60°Gust Response Factor (Gh):0.85
60 mph Wind with No Ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 10.49 9.605 11.667 0.00 0.169 2.70 0.80 1.00 0.0 14.33 38.73 0.00 1271 0 345 249 594
14 270 10.27 11.163 11.689 0.00 0.155 2.75 0.80 1.00 0.0 15.57 42.86 0.00 1639 0 374 337 711
13 250 10.05 16.899 13.359 0.00 0.158 2.74 0.80 1.00 0.0 21.11 57.86 0.00 2429 0 494 470 964
12 230 9.81 19.044 18.579 0.00 0.159 2.74 0.80 1.00 0.0 25.80 70.64 0.00 3103 0 589 480 1070
11 210 9.56 21.720 22.126 0.00 0.156 2.75 0.80 1.00 0.0 29.95 82.34 0.00 4020 0 669 468 1137
10 190 9.29 28.504 28.805 0.00 0.175 2.68 0.80 1.00 0.0 38.50 103.21 0.00 4466 0 815 455 1270
9 170 9.00 31.988 28.805 0.00 0.164 2.72 0.80 1.00 0.0 41.30 112.34 0.00 7312 0 860 562 1422
8 150 8.69 40.539 28.805 0.00 0.168 2.71 0.80 1.00 0.0 48.26 130.63 0.00 8083 0 964 694 1658
7 130 8.34 33.248 35.902 0.00 0.150 2.77 0.80 1.00 0.0 44.90 124.36 0.00 9271 0 881 764 1645
6 110 7.95 36.296 35.902 0.00 0.144 2.79 0.80 1.00 0.0 47.49 132.72 0.00 9658 0 897 765 1661
5 90 7.51 44.670 42.581 0.00 0.159 2.74 0.80 1.00 0.0 56.58 154.94 0.00 10574 0 989 748 1736
4 70 6.99 48.104 42.581 0.00 0.153 2.76 0.80 1.00 0.0 59.70 164.73 0.00 11046 0 978 696 1674
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
SECTION FORCES
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
3 50 6.35 56.044 46.756 0.00 0.162 2.73 0.80 1.00 0.0 68.05 185.72 0.00 13995 0 1002 632 1634
2 30 5.48 58.874 53.435 0.00 0.165 2.72 0.80 1.00 0.0 72.04 195.85 0.00 16061 0 913 546 1459
1 10 5.48 61.792 53.435 0.00 0.159 2.74 0.80 1.00 0.0 72.05 197.35 0.00 15857 0 919 408 1328
118,783 0 19,964
1.0D + 1.0W Service 90°Gust Response Factor (Gh):0.85
60 mph Wind with No Ice Wind Importance Factor (Iw):1.00
Sect
#
Elev
(ft)
QZ
(psf)
Af
(sf)
Ar
(sf)
Ice Ar
(sf)
e Cf Df Dr Tiz
(in)
Ae
(sf)
EPAa
(sf)
EPAai
(sf)
Wt.
(lb)
Ice Wt
(lb)
Fst
(lb)
Fa
(lb)
Force (lb)
15 290 10.49 9.605 11.667 0.00 0.169 2.70 0.85 1.00 0.0 14.81 40.03 0.00 1271 0 357 249 606
14 270 10.27 11.163 11.689 0.00 0.155 2.75 0.85 1.00 0.0 16.13 44.40 0.00 1639 0 388 337 724
13 250 10.05 16.899 13.359 0.00 0.158 2.74 0.85 1.00 0.0 21.96 60.18 0.00 2429 0 514 470 984
12 230 9.81 19.044 18.579 0.00 0.159 2.74 0.85 1.00 0.0 26.75 73.24 0.00 3103 0 611 480 1091
11 210 9.56 21.720 22.126 0.00 0.156 2.75 0.85 1.00 0.0 31.03 85.32 0.00 4020 0 694 468 1161
10 190 9.29 28.504 28.805 0.00 0.175 2.68 0.85 1.00 0.0 39.92 107.04 0.00 4466 0 845 455 1300
9 170 9.00 31.988 28.805 0.00 0.164 2.72 0.85 1.00 0.0 42.90 116.69 0.00 7312 0 893 562 1455
8 150 8.69 40.539 28.805 0.00 0.168 2.71 0.85 1.00 0.0 50.29 136.12 0.00 8083 0 1005 694 1699
7 130 8.34 33.248 35.902 0.00 0.150 2.77 0.85 1.00 0.0 46.56 128.96 0.00 9271 0 914 764 1678
6 110 7.95 36.296 35.902 0.00 0.144 2.79 0.85 1.00 0.0 49.30 137.79 0.00 9658 0 931 765 1696
5 90 7.51 44.670 42.581 0.00 0.159 2.74 0.85 1.00 0.0 58.81 161.06 0.00 10574 0 1028 748 1775
4 70 6.99 48.104 42.581 0.00 0.153 2.76 0.85 1.00 0.0 62.11 171.36 0.00 11046 0 1018 696 1714
3 50 6.35 56.044 46.756 0.00 0.162 2.73 0.85 1.00 0.0 70.85 193.37 0.00 13995 0 1043 632 1675
2 30 5.48 58.874 53.435 0.00 0.165 2.72 0.85 1.00 0.0 74.99 203.86 0.00 16061 0 950 546 1497
1 10 5.48 61.792 53.435 0.00 0.159 2.74 0.85 1.00 0.0 75.14 205.82 0.00 15857 0 959 408 1367
118,783 0 20,422
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
EQUIVALENT LATERAL FORCE METHOD
Spectral Response Acceleration for Short Period (SS):0.05
Spectral Response Acceleration at 1.0 Second Period (S1):0.03
Long-Period Transition Period (TL – Seconds):8
Importance Factor (Ie):1.00
Site Coefficient Fa:1.60
Site Coefficient Fv:2.40
Response Modification Coefficient (R):3.00
Design Spectral Response Acceleration at Short Period (Sds):0.05
Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.04
Seismic Response Coefficient (Cs):0.03
Upper Limit CS:0.03
Lower Limit CS:0.03
Period based on Rayleigh Method (sec):0.90
Redundancy Factor (p):1.30
Seismic Force Distribution Exponent (k):1.20
Total Unfactored Dead Load:131.68 k
Seismic Base Shear (E):5.14 k
SEISMIC
Load Case: 0.9D - 1.0Ev + 1.0Eh Seismic
Section
Height Above
Base (ft)
Weight
(lb)
WZ
(lb-ft)Cvx
Horizontal
Force (lb)
Vertical
Force
(lb)
15 290.00 1,271 1,143,322 0.030 152 1,130
14 270.00 1,639 1,353,381 0.035 180 1,457
13 250.00 2,429 1,829,255 0.047 243 2,160
12 230.00 3,103 2,114,126 0.055 281 2,759
11 210.00 4,020 2,455,619 0.064 326 3,575
10 190.00 4,466 2,419,459 0.063 321 3,971
9 170.00 7,312 3,466,716 0.090 460 6,503
8 150.00 8,083 3,298,050 0.085 438 7,189
7 130.00 9,271 3,185,870 0.082 423 8,245
6 110.00 9,658 2,716,112 0.070 361 8,589
5 90.00 10,574 2,337,636 0.060 310 9,404
4 70.00 11,046 1,806,250 0.047 240 9,823
3 50.00 13,995 1,528,412 0.040 203 12,446
2 30.00 16,061 950,368 0.025 126 14,284
1 10.00 15,857 251,145 0.006 33 14,102
CSS AXP18-80-2 (19.2 lbs) 297.10 19 17,785 0.000 2 17
Ericsson Radio 4449 - B13&B5 295.00 210 192,879 0.005 26 187
Ericsson 8843 Rev 2 295.00 225 206,656 0.005 27 200
Ericsson AIR 6449 B77D/ C-Band 295.00 245 224,842 0.006 30 218
Raycap RCMDC-6627-PF-48 295.00 64 58,782 0.002 8 57
CSS AXP18-80-2 (19.2 lbs) 295.00 77 70,539 0.002 9 68
CSS AXP19-60-2 295.00 30 27,554 0.001 4 27
Commscope NHH-65B-R2B 295.00 262 240,823 0.006 32 233
Flat Light Sector Frames 295.00 1,200 1,102,164 0.028 146 1,067
RFS APXV86-906515-C 268.60 244 200,430 0.005 27 217
Flat Light Sector Frames 262.00 1,200 955,953 0.025 127 1,067
Raycap RDIDC-9181-PF-48 251.00 22 16,571 0.000 2 19
Fujitsu TA08025-B604 251.00 192 145,054 0.004 19 170
Fujitsu TA08025-B605 251.00 225 170,251 0.004 23 200
JMA Wireless MX08FRO665-21 251.00 194 146,416 0.004 19 172
Generic Round Sector Frame 251.00 900 681,005 0.018 90 800
Ericsson Radio 4460 B25+B66 180.00 327 166,041 0.004 22 291
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
Ericsson Radio 4480 B71+B85A 180.00 252 127,958 0.003 17 224
Ericsson Air6449 B41 180.00 312 158,425 0.004 21 277
Commscope FFVV-65C-R3-V1 180.00 374 189,805 0.005 25 332
Round Sector Frames 179.00 900 453,950 0.012 60 800
Ericsson RRUS A2 Module 173.50 64 30,900 0.001 4 57
RFS ACU-A20-N 170.00 9 4,267 0.000 1 8
Nokia FWHR 170.00 80 37,692 0.001 5 71
Ericsson RRUS 31 B25 170.00 168 79,794 0.002 11 150
Ericsson RRUS-11 800 MHz 170.00 162 76,807 0.002 10 144
Argus LLPX411R-V4 170.00 80 37,692 0.001 5 71
RFS APXV9ERR18-C 170.00 150 71,118 0.002 9 133
Round Sector Frames 170.00 900 426,707 0.011 57 800
Kathrein Scala 782 10254 155.00 9 3,692 0.000 0 8
Kathrein Scala 860 10025 155.00 7 3,056 0.000 0 6
RFS FDGW5504/3C-3 155.00 17 7,384 0.000 1 15
Raycap DC2-48-60-0-9E 155.00 32 13,580 0.000 2 28
RFS ATM192012B-0 155.00 66 28,009 0.001 4 59
Raycap DC6-48-60-18-8F 155.00 20 8,488 0.000 1 18
Ericsson Radio 4426 155.00 146 61,748 0.002 8 129
Raycap DC6-48-60-18-8C 155.00 16 6,790 0.000 1 14
Ericsson RRUS 11 (Band 12) (55 lb) 155.00 165 70,023 0.002 9 147
Ericsson RRUS 32 (50.8 lbs) 155.00 152 64,676 0.002 9 136
Ericsson RRUS 32 B2 155.00 159 67,477 0.002 9 141
Commscope SBNHH-1D85A 155.00 95 40,359 0.001 5 85
Kathrein Scala 80010864 155.00 165 70,151 0.002 9 147
Commscope SBNHH-1D85B (72.9") 155.00 126 53,600 0.001 7 112
Flat Light Sector Frames 153.00 1,200 501,387 0.013 67 1,067
Andrew Microwaves UHX6-59W 144.90 718 281,045 0.007 37 639
Andrew Microwaves UHX6-59W 124.90 359 117,586 0.003 16 319
Andrew Microwaves UHX6-59W 104.90 359 95,375 0.002 13 319
Totals 131,680 38,669,008 1.000 5,136 117,107
SEISMIC
Load Case: 1.2D + 1.0Ev + 1.0Eh Seismic
Section
Height Above
Base (ft)
Weight
(lb)
WZ
(lb-ft)Cvx
Horizontal
Force (lb)
Vertical
Force
(lb)
15 290.00 1,271 1,143,322 0.030 152 1,538
14 270.00 1,639 1,353,381 0.035 180 1,984
13 250.00 2,429 1,829,255 0.047 243 2,941
12 230.00 3,103 2,114,126 0.055 281 3,756
11 210.00 4,020 2,455,619 0.064 326 4,866
10 190.00 4,466 2,419,459 0.063 321 5,406
9 170.00 7,312 3,466,716 0.090 460 8,852
8 150.00 8,083 3,298,050 0.085 438 9,786
7 130.00 9,271 3,185,870 0.082 423 11,224
6 110.00 9,658 2,716,112 0.070 361 11,692
5 90.00 10,574 2,337,636 0.060 310 12,802
4 70.00 11,046 1,806,250 0.047 240 13,373
3 50.00 13,995 1,528,412 0.040 203 16,943
2 30.00 16,061 950,368 0.025 126 19,445
1 10.00 15,857 251,145 0.006 33 19,197
CSS AXP18-80-2 (19.2 lbs) 297.10 19 17,785 0.000 2 23
Ericsson Radio 4449 - B13&B5 295.00 210 192,879 0.005 26 254
Ericsson 8843 Rev 2 295.00 225 206,656 0.005 27 272
Ericsson AIR 6449 B77D/ C-Band 295.00 245 224,842 0.006 30 296
Raycap RCMDC-6627-PF-48 295.00 64 58,782 0.002 8 77
CSS AXP18-80-2 (19.2 lbs) 295.00 77 70,539 0.002 9 93
CSS AXP19-60-2 295.00 30 27,554 0.001 4 36
Commscope NHH-65B-R2B 295.00 262 240,823 0.006 32 317
Flat Light Sector Frames 295.00 1,200 1,102,164 0.028 146 1,453
RFS APXV86-906515-C 268.60 244 200,430 0.005 27 296
Flat Light Sector Frames 262.00 1,200 955,953 0.025 127 1,453
Raycap RDIDC-9181-PF-48 251.00 22 16,571 0.000 2 27
Fujitsu TA08025-B604 251.00 192 145,054 0.004 19 232
Fujitsu TA08025-B605 251.00 225 170,251 0.004 23 272
JMA Wireless MX08FRO665-21 251.00 194 146,416 0.004 19 234
Generic Round Sector Frame 251.00 900 681,005 0.018 90 1,090
Ericsson Radio 4460 B25+B66 180.00 327 166,041 0.004 22 396
Ericsson Radio 4480 B71+B85A 180.00 252 127,958 0.003 17 305
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
Ericsson Air6449 B41 180.00 312 158,425 0.004 21 378
Commscope FFVV-65C-R3-V1 180.00 374 189,805 0.005 25 453
Round Sector Frames 179.00 900 453,950 0.012 60 1,090
Ericsson RRUS A2 Module 173.50 64 30,900 0.001 4 77
RFS ACU-A20-N 170.00 9 4,267 0.000 1 11
Nokia FWHR 170.00 80 37,692 0.001 5 96
Ericsson RRUS 31 B25 170.00 168 79,794 0.002 11 204
Ericsson RRUS-11 800 MHz 170.00 162 76,807 0.002 10 196
Argus LLPX411R-V4 170.00 80 37,692 0.001 5 96
RFS APXV9ERR18-C 170.00 150 71,118 0.002 9 182
Round Sector Frames 170.00 900 426,707 0.011 57 1,090
Kathrein Scala 782 10254 155.00 9 3,692 0.000 0 11
Kathrein Scala 860 10025 155.00 7 3,056 0.000 0 9
RFS FDGW5504/3C-3 155.00 17 7,384 0.000 1 21
Raycap DC2-48-60-0-9E 155.00 32 13,580 0.000 2 39
RFS ATM192012B-0 155.00 66 28,009 0.001 4 80
Raycap DC6-48-60-18-8F 155.00 20 8,488 0.000 1 24
Ericsson Radio 4426 155.00 146 61,748 0.002 8 176
Raycap DC6-48-60-18-8C 155.00 16 6,790 0.000 1 19
Ericsson RRUS 11 (Band 12) (55 lb) 155.00 165 70,023 0.002 9 200
Ericsson RRUS 32 (50.8 lbs) 155.00 152 64,676 0.002 9 185
Ericsson RRUS 32 B2 155.00 159 67,477 0.002 9 192
Commscope SBNHH-1D85A 155.00 95 40,359 0.001 5 115
Kathrein Scala 80010864 155.00 165 70,151 0.002 9 200
Commscope SBNHH-1D85B (72.9") 155.00 126 53,600 0.001 7 153
Flat Light Sector Frames 153.00 1,200 501,387 0.013 67 1,453
Andrew Microwaves UHX6-59W 144.90 718 281,045 0.007 37 869
Andrew Microwaves UHX6-59W 124.90 359 117,586 0.003 16 435
Andrew Microwaves UHX6-59W 104.90 359 95,375 0.002 13 435
Totals 131,680 38,669,008 1.000 5,136 159,421
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
FORCE/STRESS SUMMARY
Section 1 – Bolt Elevation 0.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 16" DIA PIPE -784.76 1.2D + 1.0W N 20.038 25 25 25 10.97 50.0 1083.9
2
0.00 0.00 0 0 72 Member X
H DAE - 4X4X0.375 -28.14 1.2D + 1.0W 90°16.929 50 50 50 140.59 36.0 82.83 79.52 125.28 4 2 35 Bolt Shear
D DAE - 3.5X3.5X0.375 -45.93 1.2D + 1.0W 90°26.914 22 64 22 164.86 36.0 52.34 79.52 125.28 4 2 87 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 16" DIA PIPE 653.65 0.9D + 1.0W 60°50.0 65 1093.50 0.00 0.00 0 0 59 Member
H DAE - 4X4X0.375 29.38 1.2D + 1.0W 90°36.0 58 166.73 79.52 100.48 75.04 4 2 39 Blk Shear
D DAE - 3.5X3.5X0.375 43.03 1.2D + 1.0W 90°36.0 58 142.27 79.52 100.48 75.04 4 2 57 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 651.12 0.9D + 1.0W 60°0.00 0 0
Bot Tension 710.75 0.9D + 1.0W 60°1461.4
6
24 12 2.0" GR50
Bot Compression 850.74 1.2D + 1.0W N 1498.9
3
61 0
Section 2 – Bolt Elevation 20.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 16" DIA PIPE -714.30 1.2D + 1.0W N 20.038 25 25 25 10.97 50.0 1083.9
2
0.00 0.00 0 0 65 Member X
H DAE - 4X4X0.375 -27.94 1.2D + 1.0W 90°15.858 50 50 50 131.69 36.0 94.40 79.52 125.28 4 2 35 Bolt Shear
D DAE - 3.5X3.5X0.375 -48.50 1.2D + 1.0W 90°26.21 22 64 22 160.55 36.0 55.19 79.52 125.28 4 2 87 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 16" DIA PIPE 597.50 0.9D + 1.0W 60°50.0 65 1093.50 0.00 0.00 0 0 54 Member
H DAE - 4X4X0.375 28.77 1.2D + 1.0W 90°36.0 58 166.73 79.52 100.48 75.04 4 2 38 Blk Shear
D DAE - 3.5X3.5X0.375 44.78 0.9D + 1.0W 90°36.0 58 142.27 79.52 100.48 75.04 4 2 59 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 595.00 0.9D + 1.0W 60°0.00 0 0
Bot Tension 651.12 0.9D + 1.0W 60°1349.0
4
48 8 2" A449
Section 3 – Bolt Elevation 40.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 14" DIA PIPE -641.29 1.2D + 1.0W N 20.038 25 25 25 12.58 50.0 943.03 0.00 0.00 0 0 68 Member X
H DAE - 4X4X0.375 -27.18 1.2D + 1.0W 90°14.787 50 50 50 122.80 36.0 108.28 79.52 125.28 4 2 34 Bolt Shear
D DAE - 3.5X3.5X0.375 -48.38 1.2D + 1.0W 90°25.532 22 64 22 156.39 36.0 58.16 79.52 125.28 4 2 83 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 14" DIA PIPE 539.94 0.9D + 1.0W 60°50.0 65 954.00 0.00 0.00 0 0 56 Member
H DAE - 4X4X0.375 27.14 1.2D + 1.0W 90°36.0 58 166.73 79.52 100.48 75.04 4 2 36 Blk Shear
D DAE - 3.5X3.5X0.375 45.21 0.9D + 1.0W 90°36.0 58 142.27 79.52 100.48 75.04 4 2 60 Blk Shear
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
FORCE/STRESS SUMMARY
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 537.54 0.9D + 1.0W 60°0.00 0 0
Bot Tension 595.00 0.9D + 1.0W 60°1025.7
1
58 8 1.75" A449
Section 4 – Bolt Elevation 60.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 12" DIA PIPE -569.20 1.2D + 1.0W N 20.038 25 25 25 13.88 50.0 851.91 0.00 0.00 0 0 66 Member X
H DAE - 3.5x3.5x0.25 -25.18 1.2D + 1.0W 90°13.716 50 50 50 129.39 36.0 57.79 79.52 83.52 4 2 43 Member Y
D DAE - 3.5x3.5x0.25 -46.96 1.2D + 1.0W 90°24.881 21 62 10 124.12 36.0 62.74 79.52 83.52 4 2 74 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 12" DIA PIPE 481.38 0.9D + 1.0W 60°50.0 65 864.00 0.00 0.00 0 0 55 Member
H DAE - 3.5x3.5x0.25 25.38 1.2D + 1.0W 90°36.0 58 97.02 79.52 66.99 50.02 4 2 50 Blk Shear
D DAE - 3.5x3.5x0.25 44.20 1.2D + 1.0W 90°36.0 58 97.02 79.52 66.99 50.02 4 2 88 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 479.15 0.9D + 1.0W 60°0.00 0 0
Bot Tension 537.54 0.9D + 1.0W 60°769.28 70 6 1.75" A449
Section 5 – Bolt Elevation 80.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 12" DIA PIPE -495.86 1.2D + 1.0W N 20.038 25 25 25 13.88 50.0 851.91 0.00 0.00 0 0 58 Member X
H DAE - 3X3X0.25 -24.23 1.2D + 1.0W 90°12.645 50 50 50 139.30 36.0 42.48 79.52 83.52 4 2 57 Member Y
D DAE - 3.5x3.5x0.25 -47.11 1.2D + 1.0W 90°24.259 21 62 10 121.02 36.0 65.65 79.52 83.52 4 2 71 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 12" DIA PIPE 420.28 0.9D + 1.0W 60°50.0 65 864.00 0.00 0.00 0 0 48 Member
H DAE - 3X3X0.25 23.82 1.2D + 1.0W 90°36.0 58 80.71 79.52 66.99 44.59 4 2 53 Blk Shear
D DAE - 3.5x3.5x0.25 44.54 1.2D + 1.0W 90°36.0 58 97.02 79.52 66.99 50.02 4 2 89 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 418.08 0.9D + 1.0W 60°0.00 0 0
Bot Tension 479.15 0.9D + 1.0W 60°769.28 62 6 1.75" A449
Section 6 – Bolt Elevation 100.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 10" DIA PIPE -482.79 1.2D + 1.0W N 6.679 100 100 100 22.08 50.0 699.13 0.00 0.00 0 0 69 Member X
D DAE - 3X3X0.25 -22.61 1.2D + 1.0W 90°25.81 50 50 25 171.81 36.0 27.92 79.52 83.52 4 2 80 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 10" DIA PIPE 406.09 1.2D + 1.0W 60°50.0 65 724.50 0.00 0.00 0 0 56 Member
D DAE - 3X3X0.25 22.14 1.2D + 1.0W 90°36.0 58 80.71 79.52 66.99 44.59 4 2 49 Blk Shear
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
FORCE/STRESS SUMMARY
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 362.58 0.9D + 1.0W 60°0.00 0 0
Bot Tension 418.08 0.9D + 1.0W 60°769.28 54 6 1.75" A449
Section 7 – Bolt Elevation 120.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 10" DIA PIPE -415.11 1.2D + 1.0W N 6.679 100 100 100 22.08 50.0 699.13 0.00 0.00 0 0 59 Member X
D DAE - 3X3X0.25 -20.90 1.2D + 1.0W 90°23.745 50 50 25 158.07 36.0 32.99 79.52 83.52 4 2 63 Member Y
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 10" DIA PIPE 355.30 0.9D + 1.0W 60°50.0 65 724.50 0.00 0.00 0 0 49 Member
D DAE - 3X3X0.25 20.75 1.2D + 1.0W 90°36.0 58 80.71 79.52 66.99 44.59 4 2 46 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 306.44 0.9D + 1.0W 60°0.00 0 0
Bot Tension 362.58 0.9D + 1.0W 60°769.28 47 6 1.75" A449
Section 8 – Bolt Elevation 140.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 8" DIA PIPE -347.98 1.2D + 1.0W N 6.679 100 100 100 27.83 50.0 544.29 0.00 0.00 0 0 63 Member X
D SAE - 4X4X0.375 -18.73 1.2D + 1.0W 90°21.696 50 50 50 167.11 36.0 29.31 19.88 31.32 1 1 94 Bolt Shear
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 8" DIA PIPE 295.08 1.2D + 1.0W 60°50.0 65 576.00 0.00 0.00 0 0 51 Member
D SAE - 4X4X0.375 18.58 1.2D + 1.0W 90°36.0 58 83.37 19.88 18.92 24.06 1 1 98 Bolt Bear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 255.50 0.9D + 1.0W 60°0.00 0 0
Bot Tension 306.44 0.9D + 1.0W 60°623.64 49 6 1.375" A325
Section 9 – Bolt Elevation 160.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 8" DIA PIPE -286.34 1.2D + 1.0W N 6.679 100 100 100 27.83 50.0 544.29 0.00 0.00 0 0 52 Member X
D SAE - 3.5X3.5X0.4375 -14.40 1.2D + 1.0W 90°19.667 50 50 50 172.52 36.0 27.60 19.88 36.54 1 1 72 Bolt Shear
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 8" DIA PIPE 249.16 0.9D + 1.0W 60°50.0 65 576.00 0.00 0.00 0 0 43 Member
D SAE - 3.5X3.5X0.4375 14.25 1.2D + 1.0W 90°36.0 58 82.04 19.88 22.08 28.07 1 1 71 Bolt Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 210.69 0.9D + 1.0W 60°0.00 0 0
Bot Tension 255.50 0.9D + 1.0W 60°623.64 41 6 1.375" A325
Section 10 – Bolt Elevation 180.0 (ft) and Height 20.00 (ft)
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
FORCE/STRESS SUMMARY
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 8" DIA PIPE -232.21 1.2D + 1.0W N 6.679 100 100 100 27.26 50.0 358.01 0.00 0.00 0 0 64 Member X
D SAE - 3.5x3.5x0.25 -10.67 1.2D + 1.0W 90°17.665 50 50 50 154.05 36.0 20.38 19.88 20.88 1 1 53 Bolt Shear
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 8" DIA PIPE 204.26 1.2D + 1.0W 60°50.0 65 378.00 0.00 0.00 0 0 54 Member
D SAE - 3.5x3.5x0.25 10.48 1.2D + 1.0W 90°36.0 58 48.51 19.88 12.62 16.04 1 1 83 Bolt Bear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 172.46 0.9D + 1.0W 60°0.00 0 0
Bot Tension 210.69 0.9D + 1.0W 60°623.64 34 6 1.375" A325
Section 11 – Bolt Elevation 200.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 6" DIA PIPE -187.04 1.2D + 1.0W N 6.679 100 100 100 36.52 50.0 342.89 0.00 0.00 0 0 54 Member X
D SAE - 3X3X0.25 -9.28 1.2D + 1.0W 90°15.701 50 50 50 159.13 36.0 16.28 19.88 20.88 1 1 57 Member Z
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 6" DIA PIPE 166.93 0.9D + 1.0W 60°50.0 65 378.00 0.00 0.00 0 0 44 Member
D SAE - 3X3X0.25 9.17 1.2D + 1.0W 90°36.0 58 40.35 19.88 12.62 13.32 1 1 72 Bolt Bear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 133.25 0.9D + 1.0W 60°0.00 0 0
Bot Tension 172.46 0.9D + 1.0W 60°623.64 28 6 1.375" A325
Section 12 – Bolt Elevation 220.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 5" DIA PIPE -142.07 1.2D + 1.0W N 6.679 100 100 100 43.56 50.0 238.94 0.00 0.00 0 0 59 Member X
D SAE - 3X3X0.1875 -8.31 1.2D + 1.0W 90°13.791 50 50 50 138.84 36.0 16.18 19.88 15.66 1 1 53 Bolt Bear
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 5" DIA PIPE 127.38 0.9D + 1.0W 60°50.0 65 274.50 0.00 0.00 0 0 46 Member
D SAE - 3X3X0.1875 8.18 1.2D + 1.0W 90°36.0 58 30.59 19.88 9.46 9.99 1 1 86 Bolt Bear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 92.73 0.9D + 1.0W 60°0.00 0 0
Bot Tension 133.25 0.9D + 1.0W 60°348.88 38 4 1.25" A325
Section 13 – Bolt Elevation 240.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 3-1/2" DIA PIPE -98.75 1.2D + 1.0W N 5.01 100 100 100 45.89 50.0 141.97 0.00 0.00 0 0 69 Member X
D SAE - 2.5X2.5X0.1875 -6.95 1.2D + 1.0W 90°11.198 50 50 50 135.73 36.0 14.01 13.81 13.05 1 1 53 Bolt Bear
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
FORCE/STRESS SUMMARY
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PX - 3-1/2" DIA PIPE 88.32 0.9D + 1.0W 60°50.0 65 165.60 0.00 0.00 0 0 53 Member
D SAE - 2.5X2.5X0.1875 6.89 1.2D + 1.0W 90°36.0 58 25.22 13.81 7.83 8.87 1 1 88 Bolt Bear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 54.17 0.9D + 1.0W 60°0.00 0 0
Bot Tension 92.73 0.9D + 1.0W 60°348.88 27 4 1.25" A325
Section 14 – Bolt Elevation 260.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 3" DIA PIPE -55.89 1.2D + 1.0W N 5.01 100 100 100 51.82 50.0 82.46 0.00 0.00 0 0 67 Member X
D SAE - 2X2X0.25 -4.50 1.2D + 1.0W 90°9.33 50 50 50 143.17 36.0 13.13 13.81 17.40 1 1 34 Member Z
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 3" DIA PIPE 50.43 1.2D + 1.0W 60°50.0 65 100.35 0.00 0.00 0 0 50 Member
D SAE - 2X2X0.25 4.45 1.2D + 1.0W 90°36.0 58 25.06 13.81 10.44 9.11 1 1 48 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension 24.18 0.9D + 1.0W 60°0.00 0 0
Bot Tension 54.17 0.9D + 1.0W 60°218.07 25 4 1 A325
Section 15 – Bolt Elevation 280.0 (ft) and Height 20.00 (ft)
Max Compression
Pu
(kip)Load Case
Len
(ft)
Bracing %
X Y Z KL/R
F'y
(ksi)
Φc Pn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 3" DIA PIPE -21.88 1.2D + 1.0W N 5 100 100 100 51.72 50.0 82.52 0.00 0.00 0 0 26 Member X
H SAE - 1.75X1.75X0.1875 -0.45 1.2D + 1.0W N 6.001 100 100 100 209.94 36.0 4.03 13.81 13.05 1 1 11 Member Z
D SAE - 1.75X1.75X0.1875 -4.16 1.2D + 1.0W 90°7.811 50 50 50 136.63 36.0 9.52 13.81 13.05 1 1 43 Member Z
Max Tension Member
Pu
(kip)Load Case
Fy
(ksi)
Fu
(ksi)
ΦcPn
(kip)
Shear
ΦRnv
(kip)
Bear
ΦRn
(kip)
Blk Shear
Φt Pn
(kip)
#
Bolt
#
Hole
Use
%Controls
L PST - 3" DIA PIPE 19.29 1.2D + 1.0W 60°50.0 65 100.35 0.00 0.00 0 0 19 Member
H SAE - 1.75X1.75X0.1875 0.41 1.2D + 1.0W 60°36.0 58 16.05 13.81 7.83 5.81 1 1 7 Blk Shear
D SAE - 1.75X1.75X0.1875 4.09 1.2D + 1.0W 90°36.0 58 16.05 13.81 7.83 5.81 1 1 70 Blk Shear
Max Splice Forces
Pu
(kip)Load Case
ΦRnt
(kip)
Use
%
Num
Bolts Bolt Type
Bot Tension 24.18 0.9D + 1.0W 60°120.41 20 4 0.75" A325
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
DETAILED REACTIONS
*(-) Uplift and (+) Down
Load Case Radius
(ft)
Elevation
(ft)
Azimuth
(deg)
Node *FX
(kip)
*FY
(kip)
*FZ
(kip)
1.2D + 1.0W Normal 20.78 0.00 0 1 0.00 848.42 -99.34
20.78 0.00 120 1a 30.06 -345.20 -34.04
20.78 0.00 240 1b -30.06 -345.20 -34.04
1.2D + 1.0W 60° 20.78 0.00 0 1 -12.75 425.52 -48.79
20.78 0.00 120 1a -48.62 425.30 13.35
20.78 0.00 240 1b -72.94 -692.81 -42.11
1.2D + 1.0W 90° 20.78 0.00 0 1 -15.31 52.67 -4.72
20.78 0.00 120 1a -74.97 708.91 34.72
20.78 0.00 240 1b -67.76 -603.57 -30.00
0.9D + 1.0W Normal 20.78 0.00 0 1 0.00 834.34 -97.96
20.78 0.00 120 1a 31.02 -357.91 -34.51
20.78 0.00 240 1b -31.02 -357.91 -34.51
0.9D + 1.0W 60° 20.78 0.00 0 1 -12.76 412.01 -47.61
20.78 0.00 120 1a -47.60 411.79 12.75
20.78 0.00 240 1b -73.94 -705.28 -42.69
0.9D + 1.0W 90° 20.78 0.00 0 1 -15.33 39.51 -3.55
20.78 0.00 120 1a -73.95 695.14 34.12
20.78 0.00 240 1b -68.77 -616.13 -30.58
1.2D + 1.0Di + 1.0Wi Normal 20.78 0.00 0 1 0.00 83.32 -7.94
20.78 0.00 120 1a -2.32 37.35 0.69
20.78 0.00 240 1b 2.32 37.35 0.69
1.2D + 1.0Di + 1.0Wi 60° 20.78 0.00 0 1 -0.52 67.00 -5.96
20.78 0.00 120 1a -5.42 66.99 2.53
20.78 0.00 240 1b 0.65 24.02 0.38
1.2D + 1.0Di + 1.0Wi 90° 20.78 0.00 0 1 -0.61 52.67 -4.22
20.78 0.00 120 1a -6.46 78.03 3.38
20.78 0.00 240 1b 0.84 27.32 0.84
1.2D + 1.0Ev + 1.0Eh Normal 20.78 0.00 0 1 0.00 79.77 -7.72
20.78 0.00 120 1a -2.98 36.62 1.31
20.78 0.00 240 1b 2.98 36.62 1.31
1.2D + 1.0Ev + 1.0Eh 60° 20.78 0.00 0 1 -0.35 65.39 -6.23
20.78 0.00 120 1a -5.57 65.39 2.81
20.78 0.00 240 1b 1.50 22.24 0.87
1.2D + 1.0Ev + 1.0Eh 90° 20.78 0.00 0 1 -0.41 51.01 -4.73
20.78 0.00 120 1a -6.44 75.92 3.49
20.78 0.00 240 1b 1.75 26.10 1.25
0.9D - 1.0Ev + 1.0Eh Normal 20.78 0.00 0 1 0.00 66.20 -6.47
20.78 0.00 120 1a -1.89 23.10 0.68
20.78 0.00 240 1b 1.89 23.10 0.68
0.9D - 1.0Ev + 1.0Eh 60° 20.78 0.00 0 1 -0.35 51.84 -4.97
20.78 0.00 120 1a -4.48 51.84 2.18
20.78 0.00 240 1b 0.42 8.73 0.24
0.9D - 1.0Ev + 1.0Eh 90° 20.78 0.00 0 1 -0.41 37.47 -3.48
20.78 0.00 120 1a -5.35 62.35 2.86
20.78 0.00 240 1b 0.66 12.58 0.62
1.0D + 1.0W Service Normal 20.78 0.00 0 1 0.00 168.06 -18.78
20.78 0.00 120 1a 1.95 -18.19 -3.70
20.78 0.00 240 1b -1.95 -18.19 -3.70
1.0D + 1.0W Service 60° 20.78 0.00 0 1 -2.04 102.04 -10.83
20.78 0.00 120 1a -10.40 102.01 3.65
20.78 0.00 240 1b -8.62 -72.37 -4.98
1.0D + 1.0W Service 90° 20.78 0.00 0 1 -2.41 43.89 -3.91
20.78 0.00 120 1a -14.57 146.40 7.03
20.78 0.00 240 1b -7.82 -58.61 -3.12
Max Uplift:705.28 (kip)Moment Ice:955.59 (kip-ft)Moment:24809.10 (kip-ft)
Max Down: 848.42 (kip)Total Down Ice: 158.02 (kip)Total Down: 158.02 (kip)
Max Shear: 99.34 (kip)Total Shear Ice: 6.56 (kip)Total Shear:167.42(kip)
1.2D + 1.0W Normal
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
DEFLECTIONS AND ROTATIONS
Load Case
Elevation
(ft)
Deflection
(ft)
Twist
(deg)
Sway
(deg)
Resultant
(deg)
1.2D + 1.0W Normal 153.02 mph wind with no ice 106.67 0.3504 0.0100 0.3920 0.392
1.2D + 1.0W Normal 153.02 mph wind with no ice 126.67 0.4971 0.0100 0.4503 0.4505
1.2D + 1.0W Normal 153.02 mph wind with no ice 146.67 0.6646 0.0103 0.5158 0.5159
1.2D + 1.0W Normal 153.02 mph wind with no ice 153.33 0.7253 0.0110 0.5293 0.5294
1.2D + 1.0W Normal 153.02 mph wind with no ice 166.67 0.8542 0.0134 0.5747 0.5749
1.2D + 1.0W Normal 153.02 mph wind with no ice 173.33 0.9223 0.0145 0.5953 0.5954
1.2D + 1.0W Normal 153.02 mph wind with no ice 180.00 0.9933 0.0159 0.6228 0.623
1.2D + 1.0W Normal 153.02 mph wind with no ice 250.00 1.9848 0.0364 1.0189 1.0189
1.2D + 1.0W Normal 153.02 mph wind with no ice 260.00 2.1685 0.0395 1.0796 1.0803
1.2D + 1.0W Normal 153.02 mph wind with no ice 270.00 2.3655 0.0441 1.1729 1.1737
1.2D + 1.0W Normal 153.02 mph wind with no ice 295.00 2.9138 0.0480 1.2351 1.236
1.2D + 1.0W 60° 153.02 mph wind with no ice 106.67 0.3287 -0.0301 0.3670 0.3672
1.2D + 1.0W 60° 153.02 mph wind with no ice 126.67 0.467 -0.0364 0.4223 0.4229
1.2D + 1.0W 60° 153.02 mph wind with no ice 146.67 0.6249 -0.0427 0.4797 0.4804
1.2D + 1.0W 60° 153.02 mph wind with no ice 153.33 0.6821 -0.0441 0.4996 0.5001
1.2D + 1.0W 60° 153.02 mph wind with no ice 166.67 0.8037 -0.0469 0.5413 0.5422
1.2D + 1.0W 60° 153.02 mph wind with no ice 173.33 0.8681 -0.0482 0.5608 0.5619
1.2D + 1.0W 60° 153.02 mph wind with no ice 180.00 0.9349 -0.0498 0.5880 0.5882
1.2D + 1.0W 60° 153.02 mph wind with no ice 250.00 1.8745 -0.0849 0.9698 0.9698
1.2D + 1.0W 60° 153.02 mph wind with no ice 260.00 2.0494 -0.0952 1.0295 1.0304
1.2D + 1.0W 60° 153.02 mph wind with no ice 270.00 2.2372 -0.1151 1.1218 1.1229
1.2D + 1.0W 60° 153.02 mph wind with no ice 295.00 2.7615 -0.1599 1.2733 1.2833
1.2D + 1.0W 90° 153.02 mph wind with no ice 106.67 0.3338 -0.0352 0.3718 0.3722
1.2D + 1.0W 90° 153.02 mph wind with no ice 126.67 0.4742 -0.0425 0.4275 0.4296
1.2D + 1.0W 90° 153.02 mph wind with no ice 146.67 0.6344 -0.0495 0.4841 0.4866
1.2D + 1.0W 90° 153.02 mph wind with no ice 153.33 0.6925 -0.0508 0.5069 0.5082
1.2D + 1.0W 90° 153.02 mph wind with no ice 166.67 0.8159 -0.0533 0.5489 0.5505
1.2D + 1.0W 90° 153.02 mph wind with no ice 173.33 0.8812 -0.0545 0.5684 0.5707
1.2D + 1.0W 90° 153.02 mph wind with no ice 180.00 0.949 -0.0561 0.5959 0.5965
1.2D + 1.0W 90° 153.02 mph wind with no ice 250.00 1.9014 -0.0773 0.9813 0.982
1.2D + 1.0W 90° 153.02 mph wind with no ice 260.00 2.0786 -0.0800 1.0411 1.0432
1.2D + 1.0W 90° 153.02 mph wind with no ice 270.00 2.2689 -0.0835 1.1338 1.1369
1.2D + 1.0W 90° 153.02 mph wind with no ice 295.00 2.8006 -0.0862 1.3188 1.3217
0.9D + 1.0W Normal 153.02 mph wind with no ice 106.67 0.35 0.0099 0.3915 0.3915
0.9D + 1.0W Normal 153.02 mph wind with no ice 126.67 0.4966 0.0100 0.4497 0.4498
0.9D + 1.0W Normal 153.02 mph wind with no ice 146.67 0.6638 0.0103 0.5150 0.5151
0.9D + 1.0W Normal 153.02 mph wind with no ice 153.33 0.7245 0.0109 0.5285 0.5286
0.9D + 1.0W Normal 153.02 mph wind with no ice 166.67 0.8532 0.0133 0.5739 0.574
0.9D + 1.0W Normal 153.02 mph wind with no ice 173.33 0.9212 0.0144 0.5944 0.5946
0.9D + 1.0W Normal 153.02 mph wind with no ice 180.00 0.992 0.0159 0.6219 0.6221
0.9D + 1.0W Normal 153.02 mph wind with no ice 250.00 1.982 0.0363 1.0172 1.0172
0.9D + 1.0W Normal 153.02 mph wind with no ice 260.00 2.1655 0.0394 1.0777 1.0785
0.9D + 1.0W Normal 153.02 mph wind with no ice 270.00 2.3621 0.0439 1.1708 1.1716
0.9D + 1.0W Normal 153.02 mph wind with no ice 295.00 2.9094 0.0479 1.2327 1.2336
0.9D + 1.0W 60° 153.02 mph wind with no ice 106.67 0.3284 -0.0301 0.3666 0.3667
0.9D + 1.0W 60° 153.02 mph wind with no ice 126.67 0.4665 -0.0363 0.4217 0.4224
0.9D + 1.0W 60° 153.02 mph wind with no ice 146.67 0.6242 -0.0426 0.4791 0.4798
0.9D + 1.0W 60° 153.02 mph wind with no ice 153.33 0.6813 -0.0440 0.4989 0.4995
0.9D + 1.0W 60° 153.02 mph wind with no ice 166.67 0.8027 -0.0468 0.5406 0.5415
0.9D + 1.0W 60° 153.02 mph wind with no ice 173.33 0.8671 -0.0481 0.5600 0.5611
0.9D + 1.0W 60° 153.02 mph wind with no ice 180.00 0.9338 -0.0498 0.5871 0.5873
0.9D + 1.0W 60° 153.02 mph wind with no ice 250.00 1.8719 -0.0847 0.9681 0.9681
0.9D + 1.0W 60° 153.02 mph wind with no ice 260.00 2.0465 -0.0951 1.0277 1.0286
0.9D + 1.0W 60° 153.02 mph wind with no ice 270.00 2.234 -0.1149 1.1198 1.1209
0.9D + 1.0W 60° 153.02 mph wind with no ice 295.00 2.7573 -0.1596 1.2710 1.281
0.9D + 1.0W 90° 153.02 mph wind with no ice 106.67 0.3335 -0.0352 0.3713 0.3718
0.9D + 1.0W 90° 153.02 mph wind with no ice 126.67 0.4737 -0.0424 0.4270 0.4291
0.9D + 1.0W 90° 153.02 mph wind with no ice 146.67 0.6337 -0.0495 0.4834 0.486
0.9D + 1.0W 90° 153.02 mph wind with no ice 153.33 0.6917 -0.0508 0.5062 0.5075
0.9D + 1.0W 90° 153.02 mph wind with no ice 166.67 0.8149 -0.0533 0.5481 0.5497
0.9D + 1.0W 90° 153.02 mph wind with no ice 173.33 0.8801 -0.0545 0.5675 0.5698
0.9D + 1.0W 90° 153.02 mph wind with no ice 180.00 0.9479 -0.0560 0.5950 0.5957
0.9D + 1.0W 90° 153.02 mph wind with no ice 250.00 1.8988 -0.0772 0.9796 0.9804
0.9D + 1.0W 90° 153.02 mph wind with no ice 260.00 2.0757 -0.0798 1.0393 1.0414
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
DEFLECTIONS AND ROTATIONS
Load Case
Elevation
(ft)
Deflection
(ft)
Twist
(deg)
Sway
(deg)
Resultant
(deg)
0.9D + 1.0W 90° 153.02 mph wind with no ice 270.00 2.2656 -0.0834 1.1318 1.1349
0.9D + 1.0W 90° 153.02 mph wind with no ice 295.00 2.7963 -0.0861 1.3165 1.3193
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 106.67 0.0149 0.0004 0.0150 0.015
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 126.67 0.0203 0.0004 0.0172 0.0172
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 146.67 0.0265 0.0004 0.0196 0.0196
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 153.33 0.0288 0.0004 0.0201 0.0201
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 166.67 0.0336 0.0005 0.0218 0.0218
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 173.33 0.0361 0.0006 0.0225 0.0225
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 180.00 0.0388 0.0006 0.0235 0.0235
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 250.00 0.0755 0.0013 0.0379 0.038
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 260.00 0.0823 0.0014 0.0403 0.0403
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 270.00 0.0895 0.0015 0.0436 0.0436
1.2D + 1.0Di + 1.0Wi Normal 29.24 mph wind with 0.000" radial ice 295.00 0.1098 0.0016 0.0458 0.0459
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 106.67 0.0152 -0.0011 0.0139 0.0139
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 126.67 0.0202 -0.0013 0.0161 0.0161
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 146.67 0.0259 -0.0016 0.0182 0.0182
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 153.33 0.028 -0.0016 0.0190 0.019
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 166.67 0.0324 -0.0017 0.0205 0.0205
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 173.33 0.0347 -0.0017 0.0211 0.0211
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 180.00 0.0372 -0.0017 0.0221 0.0221
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 250.00 0.0713 -0.0023 0.0358 0.0358
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 260.00 0.0776 -0.0023 0.0380 0.038
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 270.00 0.0844 -0.0023 0.0411 0.0411
1.2D + 1.0Di + 1.0Wi 60° 29.24 mph wind with 0.000" radial ice 295.00 0.1034 -0.0022 0.0466 0.0466
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 106.67 0.0151 -0.0013 0.0142 0.0143
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 126.67 0.0203 -0.0016 0.0164 0.0165
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 146.67 0.0262 -0.0018 0.0186 0.0186
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 153.33 0.0283 -0.0019 0.0194 0.0194
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 166.67 0.0329 -0.0020 0.0209 0.0209
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 173.33 0.0353 -0.0020 0.0216 0.0216
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 180.00 0.0378 -0.0021 0.0226 0.0226
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 250.00 0.0728 -0.0027 0.0367 0.0367
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 260.00 0.0793 -0.0027 0.0390 0.039
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 270.00 0.0863 -0.0028 0.0422 0.0422
1.2D + 1.0Di + 1.0Wi 90° 29.24 mph wind with 0.000" radial ice 295.00 0.1059 -0.0027 0.0489 0.0489
1.2D + 1.0Ev + 1.0Eh Normal Seismic 106.67 0.0128 0.0008 0.0151 0.0151
1.2D + 1.0Ev + 1.0Eh Normal Seismic 126.67 0.0185 0.0009 0.0177 0.0177
1.2D + 1.0Ev + 1.0Eh Normal Seismic 146.67 0.0251 0.0011 0.0202 0.0203
1.2D + 1.0Ev + 1.0Eh Normal Seismic 153.33 0.0275 0.0011 0.0212 0.0212
1.2D + 1.0Ev + 1.0Eh Normal Seismic 166.67 0.0326 0.0012 0.0230 0.023
1.2D + 1.0Ev + 1.0Eh Normal Seismic 173.33 0.0353 0.0012 0.0238 0.0238
1.2D + 1.0Ev + 1.0Eh Normal Seismic 180.00 0.0381 0.0013 0.0248 0.0248
1.2D + 1.0Ev + 1.0Eh Normal Seismic 250.00 0.0781 0.0020 0.0417 0.0417
1.2D + 1.0Ev + 1.0Eh Normal Seismic 260.00 0.0857 0.0020 0.0448 0.0448
1.2D + 1.0Ev + 1.0Eh Normal Seismic 270.00 0.0938 0.0021 0.0486 0.0486
1.2D + 1.0Ev + 1.0Eh Normal Seismic 295.00 0.1165 0.0021 0.0537 0.0537
1.2D + 1.0Ev + 1.0Eh 60° Seismic 106.67 0.0127 0.0008 0.0151 0.0151
1.2D + 1.0Ev + 1.0Eh 60° Seismic 126.67 0.0184 0.0009 0.0177 0.0177
1.2D + 1.0Ev + 1.0Eh 60° Seismic 146.67 0.025 0.0011 0.0203 0.0203
1.2D + 1.0Ev + 1.0Eh 60° Seismic 153.33 0.0274 0.0011 0.0212 0.0212
1.2D + 1.0Ev + 1.0Eh 60° Seismic 166.67 0.0326 0.0012 0.0230 0.023
1.2D + 1.0Ev + 1.0Eh 60° Seismic 173.33 0.0353 0.0012 0.0238 0.0238
1.2D + 1.0Ev + 1.0Eh 60° Seismic 180.00 0.0381 0.0013 0.0248 0.0248
1.2D + 1.0Ev + 1.0Eh 60° Seismic 250.00 0.0781 0.0020 0.0417 0.0417
1.2D + 1.0Ev + 1.0Eh 60° Seismic 260.00 0.0856 0.0020 0.0444 0.0444
1.2D + 1.0Ev + 1.0Eh 60° Seismic 270.00 0.0938 0.0021 0.0486 0.0486
1.2D + 1.0Ev + 1.0Eh 60° Seismic 295.00 0.1165 0.0021 0.0534 0.0535
1.2D + 1.0Ev + 1.0Eh 90° Seismic 106.67 0.0128 -0.0009 0.0151 0.0151
1.2D + 1.0Ev + 1.0Eh 90° Seismic 126.67 0.0185 -0.0011 0.0177 0.0177
1.2D + 1.0Ev + 1.0Eh 90° Seismic 146.67 0.0251 -0.0012 0.0203 0.0203
1.2D + 1.0Ev + 1.0Eh 90° Seismic 153.33 0.0275 -0.0013 0.0212 0.0212
1.2D + 1.0Ev + 1.0Eh 90° Seismic 166.67 0.0326 -0.0014 0.0230 0.023
1.2D + 1.0Ev + 1.0Eh 90° Seismic 173.33 0.0353 -0.0014 0.0238 0.0238
1.2D + 1.0Ev + 1.0Eh 90° Seismic 180.00 0.0381 -0.0015 0.0248 0.0248
1.2D + 1.0Ev + 1.0Eh 90° Seismic 250.00 0.0781 -0.0023 0.0417 0.0417
1.2D + 1.0Ev + 1.0Eh 90° Seismic 260.00 0.0857 -0.0024 0.0447 0.0447
1.2D + 1.0Ev + 1.0Eh 90° Seismic 270.00 0.0938 -0.0024 0.0486 0.0486
1.2D + 1.0Ev + 1.0Eh 90° Seismic 295.00 0.1165 -0.0024 0.0536 0.0536
ASSET:# 5100, Midway Road STANDARD ANSI/TIA-222-H
CUSTOMER DISH WIRELESS L.L.C.ENG NO.:13726846_C3_03
©2007 - 2020 by ATC IP LLC. All rights reserved.Model Id : 46037 9/29/2021 09:11:37
DEFLECTIONS AND ROTATIONS
Load Case
Elevation
(ft)
Deflection
(ft)
Twist
(deg)
Sway
(deg)
Resultant
(deg)
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 106.67 0.0128 0.0008 0.0151 0.0151
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 126.67 0.0184 0.0009 0.0176 0.0176
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 146.67 0.025 0.0011 0.0202 0.0202
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 153.33 0.0274 0.0011 0.0211 0.0211
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 166.67 0.0325 0.0012 0.0229 0.0229
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 173.33 0.0353 0.0012 0.0237 0.0237
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 180.00 0.0381 0.0013 0.0248 0.0248
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 250.00 0.078 0.0020 0.0416 0.0417
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 260.00 0.0855 0.0020 0.0446 0.0446
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 270.00 0.0937 0.0021 0.0485 0.0485
0.9D - 1.0Ev + 1.0Eh Normal Seismic (Reduced DL) 295.00 0.1163 0.0021 0.0535 0.0535
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 106.67 0.0127 0.0008 0.0151 0.0151
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 126.67 0.0184 0.0009 0.0176 0.0176
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 146.67 0.025 0.0011 0.0202 0.0202
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 153.33 0.0274 0.0011 0.0211 0.0211
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 166.67 0.0325 0.0012 0.0229 0.0229
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 173.33 0.0352 0.0012 0.0237 0.0237
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 180.00 0.038 0.0013 0.0248 0.0248
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 250.00 0.078 0.0020 0.0416 0.0416
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 260.00 0.0855 0.0020 0.0443 0.0443
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 270.00 0.0936 0.0021 0.0485 0.0485
0.9D - 1.0Ev + 1.0Eh 60° Seismic (Reduced DL) 295.00 0.1163 0.0021 0.0533 0.0533
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 106.67 0.0127 -0.0009 0.0151 0.0151
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 126.67 0.0184 -0.0011 0.0176 0.0176
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 146.67 0.025 -0.0012 0.0202 0.0202
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 153.33 0.0274 -0.0013 0.0211 0.0212
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 166.67 0.0325 -0.0014 0.0229 0.0229
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 173.33 0.0352 -0.0014 0.0237 0.0237
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 180.00 0.0381 -0.0015 0.0248 0.0248
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 250.00 0.078 -0.0023 0.0416 0.0417
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 260.00 0.0855 -0.0024 0.0445 0.0445
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 270.00 0.0936 -0.0024 0.0485 0.0485
0.9D - 1.0Ev + 1.0Eh 90° Seismic (Reduced DL) 295.00 0.1163 -0.0024 0.0534 0.0534
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 106.67 0.0548 0.0016 0.0610 0.061
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 126.67 0.0776 0.0016 0.0701 0.0701
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 146.67 0.1037 0.0016 0.0801 0.0801
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 153.33 0.1131 0.0017 0.0822 0.0822
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 166.67 0.133 0.0021 0.0891 0.0891
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 173.33 0.1436 0.0022 0.0922 0.0922
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 180.00 0.1546 0.0025 0.0964 0.0964
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 250.00 0.3073 0.0055 0.1564 0.1564
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 260.00 0.3355 0.0060 0.1658 0.1659
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 270.00 0.3657 0.0066 0.1799 0.1801
1.0D + 1.0W Service Normal 60 mph Wind with No Ice 295.00 0.4498 0.0071 0.1893 0.1894
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 106.67 0.0512 -0.0046 0.0571 0.0571
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 126.67 0.0727 -0.0056 0.0655 0.0655
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 146.67 0.0972 -0.0065 0.0742 0.0743
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 153.33 0.106 -0.0067 0.0775 0.0775
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 166.67 0.1248 -0.0070 0.0838 0.0838
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 173.33 0.1348 -0.0071 0.0866 0.0867
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 180.00 0.1451 -0.0073 0.0908 0.0908
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 250.00 0.2895 -0.0101 0.1485 0.1485
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 260.00 0.3162 -0.0104 0.1574 0.1574
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 270.00 0.3449 -0.0109 0.1710 0.1712
1.0D + 1.0W Service 60° 60 mph Wind with No Ice 295.00 0.4251 -0.0117 0.1943 0.1947
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 106.67 0.0522 -0.0054 0.0579 0.058
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 126.67 0.074 -0.0066 0.0666 0.0668
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 146.67 0.0989 -0.0076 0.0752 0.0756
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 153.33 0.1079 -0.0078 0.0788 0.0789
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 166.67 0.1271 -0.0082 0.0852 0.0853
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 173.33 0.1372 -0.0084 0.0881 0.0884
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 180.00 0.1477 -0.0086 0.0923 0.0924
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 250.00 0.2945 -0.0116 0.1508 0.1509
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 260.00 0.3217 -0.0119 0.1599 0.1601
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 270.00 0.3508 -0.0123 0.1739 0.1743
1.0D + 1.0W Service 90° 60 mph Wind with No Ice 295.00 0.4324 -0.0124 0.2021 0.2025
Asset 5100 v1.0
Pier Foundation Analysis (ANSI/TIA-222-H)
Foundation Analysis Parameters Reactions
Pier Diameter D 5.00 ft Moment, Mu 0.0 k-ft
Pier Embedment L-h 55.5 ft Shear, Vu 99.3 k
Pier Height above Ground H 0.50 ft Axial, Pu 848.4 k
Water Table Depth [BGL]GW 1 ft Uplift, Tu 705.3 k
Pullout Angle Θ 30 °Anchor Radius 0.0 ft
Unit Weight of Concrete 150 pcf Node T2
Uplift Skin Friction Factor 1.000
Soil Properties
Layer Depth
(ft)
Unit
Weight Cohesion Friction
Angle
Ultimate Skin
Friction
Ultimate Bearing
Pressure
TOP BTM pcf psf °psf psf
0.0 4.0 110 0 30 71 0
4.0 7.0 110 0 25 732 0
7.0 15.0 105 0 20 207 0
15.0 25.0 100 0 30 493 0
25.0 40.0 120 0 36 1,555 0
40.0 50.0 110 0 31 1,222 0
50.0 56.5 115 0 32 1,942 14,255
Soil Strength Capacities
Volume of Concrete 1,099.6 ft3
Weight of Concrete [Buoyancy Considered]98.2 k
Average Soil Unit Weight 49.4 pcf
Skin Friction Resistance 868.5 k
Compressive Bearing Resistance 279.9 k
Pullout Weight [Minus Concrete Weight]3,637.9 k
Uplift Force, Tu 616.9 k
Nominal Uplift Capacity, φsTn 651.4 k
Tu / φsTn 94.7%
Compressive Force, Pu 899.8 k
Nominal Compressive Capacity, φsPn 861.3 k
Pu / φsPn 104.5%
Total Lateral Resistance 3,206.8 k
Inflection Point [BGL]39.3 ft
Moment at Inflection Point, MD 3,955.5 k-ft
Nominal Moment Capacity, φsMn 24,833.3 k-ft
MD / φsMn 15.9%
Asset 5100 v1.0
Pier Strength Capacities
Concrete Compressive Strength, f'c 4,000 psi
Rebar Size #10
Rebar Area (Single)1.27 in2
Rebar Quantity 24
Rebar Yield Strength, Fy 60 ksi
Vertical Rebar Clear Cover 3 in
Tie Rebar Size #4
Tie Rebar Area (Single)0.20 in2
Tie Rebar Spacing s 12.0 in
Tie Rebar Yield Strength, Fy 60 ksi
Rebar Cage Diameter 51.73 in
Strength Bending/Tension Reduction Factor, φB 0.90
Strength Shear Reduction Factor, φV 0.75
Strength Compression Reduction Factor, φC 0.65
Steel Elastic Modulus 29,000 ksi
Design Moment, Mu 1,428.0 k-ft
Moment Capacity, φBMn 3,474.3 k-ft
Mu / φBMn 41.1%
Design Shear, Vu 99.3 k
Shear Capacity, φVVn 206.4 k
Vu / φVVn 48.1%
Design Tension, Tu 705.3 k
Tension Capacity, φTTn 1,645.9 k
Tu / φTTn 42.9%
Design Compression, Pu 899.8 k
Compression Capacity, φPPn 5,896.0 k
Pu / φPPn 15.3%
Bending Reinforcement Ratio 0.011
Mu / φBMn + Tu / φTTn 84.0%