HomeMy WebLinkAbout12340 Lower Azusa Rd - 2023 - VERIZON CELL SITE MODIFICATIONTI
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TOWER ENGINEERING
PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
JEREMY K. WOOSTER
(919) 661-6351
CIVIL ENGINEER:
NAME:
ADDRESS:
CITY, STATE, ZIP:
CONTACT:
PHONE:
N
GENERAL NOTES
CODE COMPLIANCE
CONTACT INFORMATION
SITE INFORMATION
SHEET INDEX
LOCATION MAP
VZW LOCATION CODE: 124297
VZW SITE NAME: LAX GRAVEL PITS
PROPERTY OWNER:
NAME:
ADDRESS:
CITY, STATE, ZIP:
DIVERSIFIED STORAGE FUND
PO BOX 25025
GLENDALE, CA 91201
SHEET:DESCRIPTION:REV
12340 LOWER AZUSA RD
ARCADIA, CA 91006
(LOS ANGELES COUNTY)
TOWER OWNER:
NAME:
ADDRESS:
CITY, STATE, ZIP:
AMERICAN TOWER CORPORATION
10 PRESIDENTIAL WAY
WOBURN, MA 01801
POWER COMPANY:
CONTACT:
PHONE:
METER # NEAR SITE:
TELEPHONE COMPANY:
CONTACT:
PHONE:
PHONE # NEAR SITE:
PEDESTAL # NEAR SITE:
UTILITY INFORMATION
LEVEL3 COMMUNICATIONS
CUSTOMER SERVICE
(720) 888-2750
(626) 377-4601
UNKNOWN
SCE
CUSTOMER SERVICE
(800) 798-5723
UNKNOWN
STRUCTURAL STEEL NOTES:
GENERAL NOTES:
15505 SAND CANYON AVE
BUILDING D, FIRST FLOOR
IRVINE, CA 92618
PROJECT SCOPE OF WORK
VZW LOCATION CODE:
VZW SITE NAME:
ATC SITE #:
ATC SITE NAME:
PROJECT DESCRIPTION:
TOWER TYPE:
124297
LAX GRAVEL PITS
411662
GRAVEL PITS CA
C-BAND
45' MONOPOLE
SITE ADDRESS:
AIN:
JURISDICTION:
PRESENT OCCUPANCY TYPE:
CURRENT ZONING:
12340 LOWER AZUSA RD
ARCADIA, CA 91006
(LOS ANGELES COUNTY)
8545-024-003
CITY OF ARCADIA
TELECOMMUNICATIONS FACILITY
COMMERCIAL MANUFACTURING
LESSEE
NAME:
ADDRESS:
CITY, STATE, ZIP:
VERIZON WIRELESS
15505 SAND CANYON AVE
BUILDING D, FIRST FLOOR
IRVINE, CA 92618
TOWER COORDINATES
*LATITUDE
W 117° 59' 53.19"
N 34° 5' 21.98"
*LONGITUDE
**GROUND ELEV. (AMSL) = 332'±
**INFORMATION PROVIDED BY ATC
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT
EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITES. NOTHING IN
THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE
FOLLOWING:
DEPARTMENT NAME / SIGNATURE
LESSEE RF ENGINEER
SITE ACQUISITION MANAGER
PROJECT MANAGER
ZONING VENDOR
DATE
LESSEE OPERATIONS
LEASING VENDOR
CONSTRUCTION MANAGER
A/E MANAGER
PROPERTY OWNER
APPROVALS
·REMOVE (9) ANTENNAS
·REMOVE (6) RRUs
·INSTALL (3) DUAL ANTENNA MOUNTS
·INSTALL (6) ANTENNAS
·INSTALL (6) RRUs
·INSTALL (2) OVPs
·INSTALL (2) 6x12 HYBRIFLEX CABLES
·EXISTING (3) ANTENNAS
·EXISTING (1) OVP
·EXISTING (6) 7/8" COAX CABLES
·EXISTING (1) 6x12 HYBRIFLEX CABLES
DRIVING DIRECTIONS
FROM 210 FWY TAKE 605 FWY SOUTH EXIT RIGHT AT LOWER AZUSA RD. GO WEST FOR APPROX 1/2 MILE TO PUBLIC
STORAGE FACILITY LOCATED ON THE LEFT. TOWER LOCATED JUST INSIDE PROPERTY GATE.
APPLICANT'S AGENT
NAME:
ADDRESS:
CITY, STATE, ZIP:
THE DERNA GROUP
22431 ANTONIO PKWY, SUITE B160-234
RANCHO SANTA MARGARITA, CA 92688
1.CALIFORNIA BUILDING CODE (2019 EDITION)
2.CALIFORNIA CODE COUNCIL
3.ANSI/TIA/EIA-222-H
4.CALIFORNIA ELECTRICAL CODE (2019 EDITION)
5.LOCAL BUILDING CODE
6.CITY/COUNTY ORDINANCES
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02-10-22
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02-10-22
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SITE PLAN
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02-10-22
NOTES:
LEGEND
LO
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02-10-22
NOTES:
COMPOUND LAYOUT
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02-10-22
SO
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.
1
EXISTING SOUTH TOWER ELEVATION PROPOSED SOUTH TOWER ELEVATION
NOTE:NOTES:
0
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02-10-22
EA
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.
2
EXISTING EAST TOWER ELEVATION PROPOSED EAST TOWER ELEVATION
NOTE:NOTES:
AN
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N
A
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C
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02-10-22
NOTES:NOTE:
EXISTING ANTENNA PLAN PROPOSED ANTENNA PLAN
1
VZ
W
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:
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02-21-22
1
02
-
2
1
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2
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%
C
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C-
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.
2
EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE
NOTES:
PROPOSED ANTENNA/FEEDLINE SCHEDULE
SECTOR POS.ANTENNA #
(DIMENSIONS)
MOUNTING
HEIGHT
CABLE
SIZE
AZIMUTH
(TN)
**CABLE
LENGTH OVP/RRH/TMA/DIPLEXER [MODEL #]TECHNOLOGIES
EXISTING ANTENNA/FEEDLINE SCHEDULE
SECTOR POS.
MANUFACTURER
MODEL #
(DIMENSIONS)
MOUNTING
HEIGHT
CABLE
SIZE
AZIMUTH
(TN)
***CABLE
LENGTH OVP/RRH/TMA/DIPLEXER [MODEL #]TECHNOLOGIES
E
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N
R
O
A
D
FA
X
:
(
9
1
9
)
6
6
1
-
6
3
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0
23
6
1
1
6
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2
9
7
8
3
0
A
10
-
1
5
-
2
1
PR
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L
I
M
I
N
A
R
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0
02
-
1
0
-
2
2
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
02-10-22
NOTES:
PHYSICAL DATA
HEIGHT ('H'):
WIDTH ('W'):
DEPTH ('D"):
NET WEIGHT:
REMOTE RADIO UNIT MODEL:
15"
13.2"
11"
75#
"ERICSSON" Radio 4449 & 8843
PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW
PHYSICAL DATA
HEIGHT ('H'):
WIDTH ('W'):
DEPTH ('D"):
NET WEIGHT:
REMOTE RADIO UNIT MODEL:"ERICSSON" Radio 4408
PLAN VIEWSIDE ELEV. VIEWFRONT ELEV. VIEW
NOTES:
W
ANTENNA PHYSICAL DATA
LENGTH ('L'):
WIDTH ('W'):
DEPTH ('D"):
NET WEIGHT (WITHOUT MOUNTING KIT):
RADOME MATERIAL:
ANTENNA MODEL:
ANTENNA TYPE:
FREQUENCY RANGES:
ANTENNA DATA
SIDE VIEWFRONT VIEW
30.4"
15.9"
10.6"
81.6#
FIBERGLASS (UV RESISTANT)
"ERICSSON" AIR6449-B77D/C-BAND
MULTIBAND
3700 - 3980 MHZ
BOTTOM VIEW
H
D
RRUS DETAIL / MOUNTING DETAIL
RRUS DETAIL / MOUNTING DETAIL
UNISTURT CONNECTION DETAIL ANTENNA COVER DETAIL (KRE105281/1)
8.4"
7.9"
4.1"
10 LBS
INSTALL RAIL DIRECT TO
WALL OR TO UNISTRUT
MOUNTING POLE
PROPOSED AIR6449 ANTENNA DETAIL
ANTENNA MOUNTING DETAIL
E
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1
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-
2
2
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
02-10-22
ANTENNA DETAIL
DUAL MOUNT ANTENNA BRACKET INSTALLATION DUAL MOUNT ANTENNA BRACKET SPECIFICATIONS
TOP VIEWSIDE VIEWBACK VIEW
W
ANTENNA PHYSICAL DATA
LENGTH ('L'):
WIDTH ('W'):
DEPTH ('D"):
NET WEIGHT (WITH MOUNTING BRACKET:
MAX. WIND LOADING:
MAX. WIND SPEED:
RADOME MATERIAL:
ANTENNA MODEL:
ANTENNA TYPE:
FREQUENCY RANGE:
ANTENNA DATA
SIDE VIEWFRONT VIEW
96"
11.9"
7.1
51.6#
197.6 LBF @ 150 KM/H
150 MPH
FIBERGLASS (UV RESISTANT)
"COMMSCOPE" MODEL NHH-65C-R2B
MULTIBAND/DUAL POLE/TRI-BAND
698-896 | 1710 -2360 MHZ
BOTTOM VIEW
H
D
DUAL MOUNT ANTENNA/BRACKET DETAIL
E
Q
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P
M
E
N
T
DE
T
A
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L
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3
0
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1
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2
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:
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-
1
0
-
2
2
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
02-10-22
DUAL MOUNT ANTENNA BRACKET DRAWING
E
Q
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I
P
M
E
N
T
DE
T
A
I
L
S
I
V
C-
4
.
4
0
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:
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:
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:
(
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2
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1
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-
1
0
-
2
2
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
02-10-22
HYBRIFLEX CABLE SPECIFICATIONS
GR
O
U
N
D
I
N
G
DE
T
A
I
L
S
G-
1
0
VZ
W
L
O
C
A
T
I
O
N
CO
D
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:
1
2
4
2
9
7
VZ
W
S
I
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A
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:
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:
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2
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3
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3
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32
6
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A
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:
(
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2
9
7
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3
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1
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1
0
-
2
2
10
0
%
C
O
N
S
T
R
U
C
T
I
O
N
02-10-22
GROUNDING DETAIL
NOTES:
NOTE:NOTE:
ANTENNA & EQUIPMENT GROUNDING DETAIL
CALDWELL DETAILSSTANDARD GROUND BAR DETAIL
Engineered Tower Solutions, PLLC
3227 Wellington Court
Raleigh, NC 27615
(919)782-2710
Doug.Kosiba@ets-pllc.com
Antenna Mount Analysis Report with Hardware Upgrades
Mount Analysis
SMART Tool Project #: 10075604
ETS, PLLC Job #: 21095248.STR.3442
July 16, 2021
Site Information Site ID: 124297-VZW / GRAVEL PITS
Site Name: GRAVEL PITS
Carrier Name: Verizon Wireless
Address: 12340 Lower Azusa Road
Arcadia, California 91006, Los Angeles County
Latitude: 34.089444°
Longitude: -117.998111°
Structure Information Tower Type: 45-Ft Monopole
Mount Type: 16.00-Ft T-Arm
FUZE ID # 16231924
Analysis Results
T-Arm: 75.9% Pass*
*Results valid after hardware upgrades noted in the PMI Requirements are installed.
***Contractor PMI Requirements:
Included at the end of this MA report
Available & Submitted via portal at https://pmi.vzwsmart.com
Contractor - Please Review Specific Site PMI Requirements Upon Award
Requirements also Noted on Mount Modification Drawings
Requirements may also be Noted on A & E drawings
Report Prepared By: Brandon Little, PE
Mount Structural Analysis Report
(3) 16.00-Ft T-Arms
July 16, 2021
Site ID: 124297-VZW / GRAVEL PITS
Page | 2
Executive Summary:
The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the
final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed
under Sources of Information was assumed completed and was included in this analysis.
This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting
structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing
activities are required to have a fall protection plan completed by a competent person.
Sources of Information:
Document Type Remarks
Radio Frequency Data Sheet
(RFDS) Verizon RFDS Site ID: 669503, dated April 27, 2021
Construction Drawings Infinigy, Site Name: GRAVEL PITS, dated March 16, 2018
Structural Analysis Report ATC Tower Services LLC, Eng. No. OAA711424_C3_01, dated
September 21, 2017
Previous Construction Drawings Tower Structures, Job No. 99-001, dated January 22, 1999
Analysis Criteria:
Codes and Standards: ANSI/TIA-222-H
Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), VULT: 95 mph
Ice Wind Speed (3-sec. Gust): 30 mph
Design Ice Thickness: 0.00 in
Risk Category: II
Exposure Category: C
Topographic Category: 1
Topographic Feature Considered: N/A
Topographic Method: N/A
Ground Elevation Factor, Ke:
0.988
Seismic Parameters: SS: 1.742
S1:
0.641
Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph
Maintenance Live Load, Lv: 250 lbs.
Maintenance Live Load, Lm:
*Reduced as allowed per ANSI/TIA-222-H 16.9
250 lbs.*
Analysis Software: RISA-3D (V17)
Mount Structural Analysis Report
(3) 16.00-Ft T-Arms
July 16, 2021
Site ID: 124297-VZW / GRAVEL PITS
Page | 3
Final Loading Configuration:
The following equipment has been considered for the analysis of the mounts:
Mount
Elevation
(ft)
Equipment
Elevation
(ft)
Quantity Manufacturer Model Status
43.00 43.00
6 Commscope NHH‐65C‐R2B
Added
3 Ericsson KRE105281/1
3 Ericsson 4449
3 Ericsson 8843
2 Raycap RCMDC‐6627‐PF‐48*
3 Ericsson AIR 6449
3 Antel BXA‐70063‐4CF‐4 Retained 1 Raycap RxxDC‐3315‐PF‐48*
* Equipment is/to be mounted directly to mount side arm. They are not shown in the placement but are included in
this analysis.
Any proposed antennas not currently installed should be mounted such that the centerline of the antennas does
not exceed 6 inches vertically from the center of the antenna mount(s).
It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location
other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the
mount face, a mount re-analysis may be required unless replacing an existing OVP.
Model Number Ports AKA
RCMDC-6627-PF-48 12 OVP-12
Standard Conditions:
1. All engineering services are performed on the basis that the information provided to Engineered Tower
Solutions, PLLC and used in this analysis is current and correct. The existing equipment loading has been
applied at locations determined from the supplied documentation and field observations. Any deviation from
the loading locations specified in this report shall be communicated to Engineered Tower Solutions, PLLC
to verify deviation will not adversely impact the analysis.
2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist
free and plumb in accordance with its original design and manufacturer’s specifications.
Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in
the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and
are not considered in the mount analysis.
The mount analysis and the mount mapping are not a condition assessment of the mount. Proper
maintenance and condition assessments are still required post analysis.
3. For mount analyses completed from other data sources (including new replacement mounts) and not
specifically mapped by ETS, PLLC, the mounts are assumed to have been properly fabricated, installed
and maintained in good condition, twist free and plumb in accordance with its original design and
manufacturer’s specifications.
Mount Structural Analysis Report
(3) 16.00-Ft T-Arms
July 16, 2021
Site ID: 124297-VZW / GRAVEL PITS
Page | 4
4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity
of the connected member unless otherwise specified in this report.
5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and
threaded rod connections in collar members if applicable. Local deformation and interaction between the
mount collar/attachment and the supporting tower structure are outside the scope of this analysis.
6. All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. Engineered Tower Solutions, PLLC is not responsible for
the conclusion, opinions, and recommendations made by others based on the information supplied.
7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this
analysis:
o Channel, Solid Round, Angle, Plate ASTM A36 (Gr. 36)
o HSS (Rectangular) ASTM 500 (Gr. B-46)
o Pipe ASTM A53 (Gr. B-35)
o Threaded Rod F1554 (Gr. 36)
o Bolts ASTM A325
Discrepancies between in-field conditions and the assumptions listed above may render this analysis
invalid unless explicitly approved by Engineered Tower Solutions, PLLC.
Analysis Results:
Component Utilization % Pass/Fail
Face Mount 42.6 % Pass
Side Arm 54.3 % Pass
Mount Pipe 33.7 % Pass
Mount to Tower Connection 75.9 % Pass
Structure Rating – (Controlling Utilization of all Components) 75.9%
Recommendation:
The existing mount(s) is/are SUFFICIENT for the final loading configuration upon the completion of the
recommendations listed in the Special Instructions section of the below referenced PMI document.
ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a
Construction Class IV site or other, if required. Separate review fees will apply.
Attachments:
1. Mount Photos
2. Mount Mapping Report (for reference only)
3. Analysis Calculations
4. Contractor Required Post Installation Inspection (PMI) Report Deliverables
5. Antenna Placement Diagrams
Mount Structural Analysis Report
(3) 16.00-Ft T-Arms
July 16, 2021
Site ID: 124297-VZW / GRAVEL PITS
Page | 1
No
No
No
No
No
Yes
No
No
No
No
Yes
No
The information contained herein is considered confidential in nature and is to be used only for the specific customer it was intended for. Reproduction, transmission, publication, modification or disclosure by any
method is prohibited except by express written permission of PJF.
Date:
Monopole
7/8/2021
Customer:Verizon Wireless Mount Elevation (Ft.):
Gravel Pits
PSLC:
Colliers Project No.
Desktop Mount Mapping Form
Previous Structural Analysis
Construction Drawings
Document Type Provided?
(Yes/No)
Previous Mount Mapping
Closeout Package
Previous Mount Analysis
Previous Mount Modifications
Previous Mapping Photos
Closeout Photos
Source Name
MOD_Gravel
Pits_100%CD_REV1_S&S_03162018
Tower Type:
Tower Owner:
Tower Height (Ft.):
Site Name:
Site ID:
124297
21925683
Project No.
Handover Package
Comments/Remarks
no structural info
Dated
MOUNT
PHOTO
SAFETY
CLIMB
PHOTO
The desktop mount mapping is based on the engineering review of the available site documents in FUZE, as listed above, in place of a full mount mapping. It is assumed that the information provided in the
documents listed above, provide an accurate representation of the existing mount. EOR reserves the right and will typically require additional clarification and verification as will be included in the PMI
requirements. During the Post Modification Inspection (PMI) process, the GC on site will be required to confirm all questions, confirmations, and validations as posed by the EOR. The engineering review for this
desktop mount mapping was performed in accordance to the ANSI/TIA‐222‐H requirements and Verizon’s NSTD446 standard.
Previous PMI
t‐arm dimensions and members
New Build 445 Documentation
Other 1999 CX Pole S‐3
Engineered Tower Solutio...
GGS
Project No. 10075604
124297-VZW_MT_LOT_SectorA_H
SK - 1
July 16, 2021 at 3:34 PM
124297-VZW_MT_LOT_A_H.r3d
Y
XZ
Engineered Tower Solutio...
GGS
Project No. 10075604
124297-VZW_MT_LOT_SectorA_H
SK - 2
July 16, 2021 at 4:00 PM
124297-VZW_MT_LOT_A_H.r3d
.0
1
.43
N C
.0
1
.43
.1
3
N C
.43
.0
1
.1
3
.5 4
N C
.0
6
.43
.0
1
.0
0NCNC.0
0
.3
4
.43
.0
6
N C
.43
.0
5
.3
4
N C
.0
5
.43
.0
1
N C
.43
.0
1
Y
XZ
Code Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
Member Code Checks Displayed (Enveloped)
Results for LC 1, 1.2D+1.0Wo (0 Deg)
Engineered Tower Solutio...
GGS
Project No. 10075604
124297-VZW_MT_LOT_SectorA_H
SK - 3
July 16, 2021 at 4:01 PM
124297-VZW_MT_LOT_A_H.r3d
.0
0
.14
N C
.0
0
.14
.0
1
N C
.14
.0
0
.0
1
.2 4
N C
.0
0
.14
.0
0
.0
0NCNC.0
0
.0
4
.14
.0
0
N C
.14
.0
1
.0
4
N C
.0
1
.14
.0
0
N C
.14
.0
0
Y
XZ
Shear Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
Member Shear Checks Displayed (Enveloped)
Results for LC 1, 1.2D+1.0Wo (0 Deg)
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface...
1 Antenna D None 45
2 Antenna Di None
3 Antenna Wo (0 Deg)None 45
4 Antenna Wo (30 Deg)None 45
5 Antenna Wo (60 Deg)None 45
6 Antenna Wo (90 Deg)None 45
7 Antenna Wo (120 Deg)None 45
8 Antenna Wo (150 Deg)None 45
9 Antenna Wo (180 Deg)None 45
10 Antenna Wo (210 Deg)None 45
11 Antenna Wo (240 Deg)None 45
12 Antenna Wo (270 Deg)None 45
13 Antenna Wo (300 Deg)None 45
14 Antenna Wo (330 Deg)None 45
15 Antenna Wi (0 Deg)None
16 Antenna Wi (30 Deg)None
17 Antenna Wi (60 Deg)None
18 Antenna Wi (90 Deg)None
19 Antenna Wi (120 Deg)None
20 Antenna Wi (150 Deg)None
21 Antenna Wi (180 Deg)None
22 Antenna Wi (210 Deg)None
23 Antenna Wi (240 Deg)None
24 Antenna Wi (270 Deg)None
25 Antenna Wi (300 Deg)None
26 Antenna Wi (330 Deg)None
27 Antenna Wm (0 Deg)None 45
28 Antenna Wm (30 Deg)None 45
29 Antenna Wm (60 Deg)None 45
30 Antenna Wm (90 Deg)None 45
31 Antenna Wm (120 Deg)None 45
32 Antenna Wm (150 Deg)None 45
33 Antenna Wm (180 Deg)None 45
34 Antenna Wm (210 Deg)None 45
35 Antenna Wm (240 Deg)None 45
36 Antenna Wm (270 Deg)None 45
37 Antenna Wm (300 Deg)None 45
38 Antenna Wm (330 Deg)None 45
39 Structure D None -1
40 Structure Di None
41 Structure Wo (0 Deg)None 20
42 Structure Wo (30 Deg)None 20
43 Structure Wo (60 Deg)None 20
44 Structure Wo (90 Deg)None 20
45 Structure Wo (120 Deg)None 20
46 Structure Wo (150 Deg)None 20
47 Structure Wo (180 Deg)None 20
48 Structure Wo (210 Deg)None 20
49 Structure Wo (240 Deg)None 20
50 Structure Wo (270 Deg)None 20
51 Structure Wo (300 Deg)None 20
52 Structure Wo (330 Deg)None 20
53 Structure Wi (0 Deg)None 20
54 Structure Wi (30 Deg)None 20
55 Structure Wi (60 Deg)None 20
56 Structure Wi (90 Deg)None 20
RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Basic Load Cases (Continued)
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface...
57 Structure Wi (120 Deg)None 20
58 Structure Wi (150 Deg)None 20
59 Structure Wi (180 Deg)None 20
60 Structure Wi (210 Deg)None 20
61 Structure Wi (240 Deg)None 20
62 Structure Wi (270 Deg)None 20
63 Structure Wi (300 Deg)None 20
64 Structure Wi (330 Deg)None 20
65 Structure Wm (0 Deg)None 20
66 Structure Wm (30 Deg)None 20
67 Structure Wm (60 Deg)None 20
68 Structure Wm (90 Deg)None 20
69 Structure Wm (120 Deg)None 20
70 Structure Wm (150 Deg)None 20
71 Structure Wm (180 Deg)None 20
72 Structure Wm (210 Deg)None 20
73 Structure Wm (240 Deg)None 20
74 Structure Wm (270 Deg)None 20
75 Structure Wm (300 Deg)None 20
76 Structure Wm (330 Deg)None 20
77 Lm1 None 1
78 Lm2 None 1
79 Lv1 None 1
80 Lv2 None 1
Load Combinations
Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...
1 1.2D+1.0Wo (0 Deg)Yes Y 1 1.2 39 1.2 3 1 41 1
2 1.2D+1.0Wo (30 Deg)Yes Y 1 1.2 39 1.2 4 1 42 1
3 1.2D+1.0Wo (60 Deg)Yes Y 1 1.2 39 1.2 5 1 43 1
4 1.2D+1.0Wo (90 Deg)Yes Y 1 1.2 39 1.2 6 1 44 1
5 1.2D+1.0Wo (120 Deg)Yes Y 1 1.2 39 1.2 7 1 45 1
6 1.2D+1.0Wo (150 Deg)Yes Y 1 1.2 39 1.2 8 1 46 1
7 1.2D+1.0Wo (180 Deg)Yes Y 1 1.2 39 1.2 9 1 47 1
8 1.2D+1.0Wo (210 Deg)Yes Y 1 1.2 39 1.2 10 1 48 1
9 1.2D+1.0Wo (240 Deg)Yes Y 1 1.2 39 1.2 11 1 49 1
10 1.2D+1.0Wo (270 Deg)Yes Y 1 1.2 39 1.2 12 1 50 1
11 1.2D+1.0Wo (300 Deg)Yes Y 1 1.2 39 1.2 13 1 51 1
12 1.2D+1.0Wo (330 Deg)Yes Y 1 1.2 39 1.2 14 1 52 1
13 1.2D + 1.0Di + 1.0Wi (0 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1
14 1.2D + 1.0Di + 1.0Wi (30 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1
15 1.2D + 1.0Di + 1.0Wi (60 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1
16 1.2D + 1.0Di + 1.0Wi (90 Deg)Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1
17 1.2D + 1.0Di + 1.0Wi (120 D...Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1
18 1.2D + 1.0Di + 1.0Wi (150 D...Yes Y 1 1.2 39 1.2 2 1 40 1 20 1 58 1
19 1.2D + 1.0Di + 1.0Wi (180 D...Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1
20 1.2D + 1.0Di + 1.0Wi (210 D...Yes Y 1 1.2 39 1.2 2 1 40 1 22 1 60 1
21 1.2D + 1.0Di + 1.0Wi (240 D...Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1
22 1.2D + 1.0Di + 1.0Wi (270 D...Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1
23 1.2D + 1.0Di + 1.0Wi (300 D...Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1
24 1.2D + 1.0Di + 1.0Wi (330 D...Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1
25 1.2D + 1.5Lm1 + 1.0Wm (0 ...Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1
26 1.2D + 1.5Lm1 + 1.0Wm (30 ...Yes Y 1 1.2 39 1.2 77 1.5 28 1 66 1
27 1.2D + 1.5Lm1 + 1.0Wm (60 ...Yes Y 1 1.2 39 1.2 77 1.5 29 1 67 1
28 1.2D + 1.5Lm1 + 1.0Wm (90 ...Yes Y 1 1.2 39 1.2 77 1.5 30 1 68 1
RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Load Combinations (Continued)
Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...
29 1.2D + 1.5Lm1 + 1.0Wm (12...Yes Y 1 1.2 39 1.2 77 1.5 31 1 69 1
30 1.2D + 1.5Lm1 + 1.0Wm (15...Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1
31 1.2D + 1.5Lm1 + 1.0Wm (18...Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1
32 1.2D + 1.5Lm1 + 1.0Wm (21...Yes Y 1 1.2 39 1.2 77 1.5 34 1 72 1
33 1.2D + 1.5Lm1 + 1.0Wm (24...Yes Y 1 1.2 39 1.2 77 1.5 35 1 73 1
34 1.2D + 1.5Lm1 + 1.0Wm (27...Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1
35 1.2D + 1.5Lm1 + 1.0Wm (30...Yes Y 1 1.2 39 1.2 77 1.5 37 1 75 1
36 1.2D + 1.5Lm1 + 1.0Wm (33...Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1
37 1.2D + 1.5Lm2 + 1.0Wm (0 ...Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1
38 1.2D + 1.5Lm2 + 1.0Wm (30 ...Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1
39 1.2D + 1.5Lm2 + 1.0Wm (60 ...Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1
40 1.2D + 1.5Lm2 + 1.0Wm (90 ...Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1
41 1.2D + 1.5Lm2 + 1.0Wm (12...Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1
42 1.2D + 1.5Lm2 + 1.0Wm (15...Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1
43 1.2D + 1.5Lm2 + 1.0Wm (18...Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1
44 1.2D + 1.5Lm2 + 1.0Wm (21...Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1
45 1.2D + 1.5Lm2 + 1.0Wm (24...Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1
46 1.2D + 1.5Lm2 + 1.0Wm (27...Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1
47 1.2D + 1.5Lm2 + 1.0Wm (30...Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1
48 1.2D + 1.5Lm2 + 1.0Wm (33...Yes Y 1 1.2 39 1.2 78 1.5 38 1 76 1
49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 79 1.5
50 1.2D + 1.5Lv2 Yes Y 1 1.2 39 1.2 80 1.5
51 1.4D Yes Y 1 1.4 39 1.4
52 Seismic Mass Yes Y 1 1 39 1
53 1.2D + 1.0Ev + 1.0Eh (0 Deg)Yes Y 1 1.2 39 1.2 SX SY 1 SZ -1
54 1.2D + 1.0Ev + 1.0Eh (30 De...Yes Y 1 1.2 39 1.2 SX .5 SY 1 SZ -.866
55 1.2D + 1.0Ev + 1.0Eh (60 De...Yes Y 1 1.2 39 1.2 SX .866 SY 1 SZ -.5
56 1.2D + 1.0Ev + 1.0Eh (90 De...Yes Y 1 1.2 39 1.2 SX 1 SY 1 SZ
57 1.2D + 1.0Ev + 1.0Eh (120 D...Yes Y 1 1.2 39 1.2 SX .866 SY 1 SZ .5
58 1.2D + 1.0Ev + 1.0Eh (150 D...Yes Y 1 1.2 39 1.2 SX .5 SY 1 SZ .866
59 1.2D + 1.0Ev + 1.0Eh (180 D...Yes Y 1 1.2 39 1.2 SX SY 1 SZ 1
60 1.2D + 1.0Ev + 1.0Eh (210 D...Yes Y 1 1.2 39 1.2 SX -.5 SY 1 SZ .866
61 1.2D + 1.0Ev + 1.0Eh (240 D...Yes Y 1 1.2 39 1.2 SX -.866 SY 1 SZ .5
62 1.2D + 1.0Ev + 1.0Eh (270 D...Yes Y 1 1.2 39 1.2 SX -1 SY 1 SZ
63 1.2D + 1.0Ev + 1.0Eh (300 D...Yes Y 1 1.2 39 1.2 SX -.866 SY 1 SZ -.5
64 1.2D + 1.0Ev + 1.0Eh (330 D...Yes Y 1 1.2 39 1.2 SX -.5 SY 1 SZ -.866
Joint Coordinates and Temperatures
Label X [in] Y [in] Z [in] Temp [F] Detach From Diap...
1 N1 -0.0 -22.0
2 N2 0.0 35.25 0
3 N3 0.18 35.25 0
4 N4 0.-18 35.25 0
5 N5 -0.0 40.25 0
6 N6 -96 0 40.25 0
7 N7 96 0 40.25 0
8 N8 30 0 40.25 0
9 N9 -60.0 40.25 0
10 N10 30 0 43.25 0
11 N11 -0.0 43.44 0
12 N12 -60.0 43.25 0
13 N13 30 48 43.25 0
14 N14 -0.42 43.44 0
15 N15 -60.36 43.25 0
16 N16 30 -48 43.25 0
RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Joint Coordinates and Temperatures (Continued)
Label X [in] Y [in] Z [in] Temp [F] Detach From Diap...
17 N17 -0.-54 43.44 0
18 N18 -60.-36 43.25 0
19 N19 60.0 40.25 0
20 N20 60.0 43.25 0
21 N21 -30 0 40.25 0
22 N22 -30 0 43.25 0
23 N23 60.-24 43.25 0
24 N24 -30 -24 43.25 0
25 N25 60.24 43.25 0
26 N26 -30 24 43.25 0
27 N27 90 0 40.25 0
28 N28 90 0 43.25 0
29 N29 90 24 43.25 0
30 N30 90 -24 43.25 0
31 N31 -90 0 40.25 0
32 N32 -90 0 43.25 0
33 N33 -90 24 43.25 0
34 N34 -90 -24 43.25 0
Hot Rolled Steel Design Parameters
Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp to... Lcomp bo...L-torq... Kyy Kzz Cb Funct...
1 FM 4 Std. Pipe 192 96 96 Lateral
2 MP1A 2 Std. Pipe 48 Lateral
3 MP2A PIPE_2.5 96 Lateral
4 MP3A 2 Std. Pipe 96 Lateral
5 MP4A 2 Std. Pipe 48 Lateral
6 MP5A 2 Std. Pipe 72 Lateral
7 PIPE1 2 Std. Pipe 48 Lateral
8 PIPE2 2 Std. Pipe 48 Lateral
9 SA-H PIPE_5.0 57.25 Lateral
10 SA-V 4 Std. Pipe 36 Lateral
Hot Rolled Steel Properties
Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt
1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1
2 A1018 Gr.80/A656 29000 11154 .3 .65 .49 80 1.5 90 1.2
3 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2
4 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1
5 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3
6 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3
7 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2
8 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3
9 A529 Gr. 50 29000 11154 .3 .65 .49 50 1.5 65 1.2
10 CATWALK 1 11154 .3 .65 .48 0 1.5 0 1.2
Member Primary Data
Label I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design Rules
1 FM N6 N7 4 Std. Pipe None None A53 Gr.B Typical
2 MP1A N25 N23 2 Std. Pipe None None A53 Gr.B Typical
3 MP2A N13 N16 PIPE_2.5 Column None A53 Gr.B Typical
4 MP3A N14 N17 2 Std. Pipe None None A53 Gr.B Typical
5 MP4A N26 N24 2 Std. Pipe None None A53 Gr.B Typical
RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design Rules
6 MP5A N15 N18 2 Std. Pipe None None A53 Gr.B Typical
7 PIPE1 N29 N30 2 Std. Pipe None None A53 Gr.B Typical
8 PIPE2 N33 N34 2 Std. Pipe None None A53 Gr.B Typical
9 RL-1 N2 N5 RIGID None None LINK Typical
10 RL-2 N9 N12 RIGID None None LINK Typical
11 RL-3 N5 N11 RIGID None None LINK Typical
12 RL-4 N8 N10 RIGID None None LINK Typical
13 RL-5 N19 N20 RIGID None None LINK Typical
14 RL-6 N21 N22 RIGID None None LINK Typical
15 RL-7 N27 N28 RIGID None None LINK Typical
16 RL-8 N31 N32 RIGID None None LINK Typical
17 SA-H N1 N2 PIPE_5.0 Beam None A53 Gr.B Typical
18 SA-V N4 N3 4 Std. Pipe None None A53 Gr.B Typical
Member Advanced Data
Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...
1 FM Yes ** NA **None
2 MP1A Yes ** NA **None
3 MP2A Yes ** NA **None
4 MP3A Yes ** NA **None
5 MP4A Yes ** NA **None
6 MP5A Yes ** NA **None
7 PIPE1 Yes ** NA **None
8 PIPE2 Yes ** NA **None
9 RL-1 Yes ** NA **None
10 RL-2 Yes ** NA **None
11 RL-3 Yes ** NA **None
12 RL-4 Yes ** NA **None
13 RL-5 Yes ** NA **None
14 RL-6 Yes ** NA **None
15 RL-7 Yes ** NA **None
16 RL-8 Yes ** NA **None
17 SA-H Yes None
18 SA-V Yes ** NA **None
Member Point Loads (BLC 1 : Antenna D)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A Y -25.8 3
2 MP2A My -.013 3
3 MP2A Mz -.019 3
4 MP2A Y -25.8 93
5 MP2A My -.013 93
6 MP2A Mz -.019 93
7 MP2A Y -25.8 3
8 MP2A My -.013 3
9 MP2A Mz .019 3
10 MP2A Y -25.8 93
11 MP2A My -.013 93
12 MP2A Mz .019 93
13 MP4A Y -5.55 19.8
14 MP4A My -.003 19.8
15 MP4A Mz 0 19.8
16 MP4A Y -5.55 28.2
17 MP4A My -.003 28.2
RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 1 : Antenna D) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
18 MP4A Mz 0 28.2
19 MP1A Y -4.95 3.36
20 MP1A My -.002 3.36
21 MP1A Mz 0 3.36
22 MP1A Y -4.95 44.76
23 MP1A My -.002 44.76
24 MP1A Mz 0 44.76
25 MP2A Y -35 33.96
26 MP2A My .018 33.96
27 MP2A Mz 0 33.96
28 MP2A Y -35 38.04
29 MP2A My .018 38.04
30 MP2A Mz 0 38.04
31 MP2A Y -37.5 57.96
32 MP2A My .019 57.96
33 MP2A Mz 0 57.96
34 MP2A Y -37.5 62.04
35 MP2A My .019 62.04
36 MP2A Mz 0 62.04
37 SA-H Y -43 30
38 SA-H My 0 30
39 SA-H Mz 0 30
40 MP5A Y -44 23.64
41 MP5A My -.022 23.64
42 MP5A Mz 0 23.64
43 MP5A Y -44 48.36
44 MP5A My -.022 48.36
45 MP5A Mz 0 48.36
Member Point Loads (BLC 3 : Antenna Wo (0 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 0 3
2 MP2A Z -117.781 3
3 MP2A Mx .088 3
4 MP2A X 0 93
5 MP2A Z -117.781 93
6 MP2A Mx .088 93
7 MP2A X 0 3
8 MP2A Z -117.781 3
9 MP2A Mx -.088 3
10 MP2A X 0 93
11 MP2A Z -117.781 93
12 MP2A Mx -.088 93
13 MP4A X 0 19.8
14 MP4A Z -5.687 19.8
15 MP4A Mx 0 19.8
16 MP4A X 0 28.2
17 MP4A Z -5.687 28.2
18 MP4A Mx 0 28.2
19 MP1A X 0 3.36
20 MP1A Z -48.808 3.36
21 MP1A Mx 0 3.36
22 MP1A X 0 44.76
23 MP1A Z -48.808 44.76
24 MP1A Mx 0 44.76
25 MP2A X 0 33.96
RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 3 : Antenna Wo (0 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
26 MP2A Z -17.062 33.96
27 MP2A Mx 0 33.96
28 MP2A X 0 38.04
29 MP2A Z -17.062 38.04
30 MP2A Mx 0 38.04
31 MP2A X 0 57.96
32 MP2A Z -17.062 57.96
33 MP2A Mx 0 57.96
34 MP2A X 0 62.04
35 MP2A Z -17.062 62.04
36 MP2A Mx 0 62.04
37 SA-H X 0 30
38 SA-H Z -108.578 30
39 SA-H Mx 0 30
40 MP5A X 0 23.64
41 MP5A Z -42.707 23.64
42 MP5A Mx 0 23.64
43 MP5A X 0 48.36
44 MP5A Z -42.707 48.36
45 MP5A Mx 0 48.36
Member Point Loads (BLC 4 : Antenna Wo (30 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 54.063 3
2 MP2A Z -93.64 3
3 MP2A Mx .043 3
4 MP2A X 54.063 93
5 MP2A Z -93.64 93
6 MP2A Mx .043 93
7 MP2A X 54.063 3
8 MP2A Z -93.64 3
9 MP2A Mx -.097 3
10 MP2A X 54.063 93
11 MP2A Z -93.64 93
12 MP2A Mx -.097 93
13 MP4A X 2.585 19.8
14 MP4A Z -4.478 19.8
15 MP4A Mx -.001 19.8
16 MP4A X 2.585 28.2
17 MP4A Z -4.478 28.2
18 MP4A Mx -.001 28.2
19 MP1A X 21.457 3.36
20 MP1A Z -37.165 3.36
21 MP1A Mx -.011 3.36
22 MP1A X 21.457 44.76
23 MP1A Z -37.165 44.76
24 MP1A Mx -.011 44.76
25 MP2A X 7.901 33.96
26 MP2A Z -13.685 33.96
27 MP2A Mx .004 33.96
28 MP2A X 7.901 38.04
29 MP2A Z -13.685 38.04
30 MP2A Mx .004 38.04
31 MP2A X 8.192 57.96
32 MP2A Z -14.189 57.96
33 MP2A Mx .004 57.96
RISA-3D Version 17.0.4 Page 7 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 4 : Antenna Wo (30 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
34 MP2A X 8.192 62.04
35 MP2A Z -14.189 62.04
36 MP2A Mx .004 62.04
37 SA-H X 56.564 30
38 SA-H Z -97.971 30
39 SA-H Mx 0 30
40 MP5A X 19.645 23.64
41 MP5A Z -34.026 23.64
42 MP5A Mx -.01 23.64
43 MP5A X 19.645 48.36
44 MP5A Z -34.026 48.36
45 MP5A Mx -.01 48.36
Member Point Loads (BLC 5 : Antenna Wo (60 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 76.919 3
2 MP2A Z -44.409 3
3 MP2A Mx -.005 3
4 MP2A X 76.919 93
5 MP2A Z -44.409 93
6 MP2A Mx -.005 93
7 MP2A X 76.919 3
8 MP2A Z -44.409 3
9 MP2A Mx -.072 3
10 MP2A X 76.919 93
11 MP2A Z -44.409 93
12 MP2A Mx -.072 93
13 MP4A X 3.582 19.8
14 MP4A Z -2.068 19.8
15 MP4A Mx -.002 19.8
16 MP4A X 3.582 28.2
17 MP4A Z -2.068 28.2
18 MP4A Mx -.002 28.2
19 MP1A X 26.957 3.36
20 MP1A Z -15.564 3.36
21 MP1A Mx -.013 3.36
22 MP1A X 26.957 44.76
23 MP1A Z -15.564 44.76
24 MP1A Mx -.013 44.76
25 MP2A X 11.502 33.96
26 MP2A Z -6.641 33.96
27 MP2A Mx .006 33.96
28 MP2A X 11.502 38.04
29 MP2A Z -6.641 38.04
30 MP2A Mx .006 38.04
31 MP2A X 13.013 57.96
32 MP2A Z -7.513 57.96
33 MP2A Mx .007 57.96
34 MP2A X 13.013 62.04
35 MP2A Z -7.513 62.04
36 MP2A Mx .007 62.04
37 SA-H X 105.852 30
38 SA-H Z -61.114 30
39 SA-H Mx 0 30
40 MP5A X 28.107 23.64
41 MP5A Z -16.228 23.64
RISA-3D Version 17.0.4 Page 8 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 5 : Antenna Wo (60 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
42 MP5A Mx -.014 23.64
43 MP5A X 28.107 48.36
44 MP5A Z -16.228 48.36
45 MP5A Mx -.014 48.36
Member Point Loads (BLC 6 : Antenna Wo (90 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 79.164 3
2 MP2A Z 0 3
3 MP2A Mx -.04 3
4 MP2A X 79.164 93
5 MP2A Z 0 93
6 MP2A Mx -.04 93
7 MP2A X 79.164 3
8 MP2A Z 0 3
9 MP2A Mx -.04 3
10 MP2A X 79.164 93
11 MP2A Z 0 93
12 MP2A Mx -.04 93
13 MP4A X 3.619 19.8
14 MP4A Z 0 19.8
15 MP4A Mx -.002 19.8
16 MP4A X 3.619 28.2
17 MP4A Z 0 28.2
18 MP4A Mx -.002 28.2
19 MP1A X 25.234 3.36
20 MP1A Z 0 3.36
21 MP1A Mx -.013 3.36
22 MP1A X 25.234 44.76
23 MP1A Z 0 44.76
24 MP1A Mx -.013 44.76
25 MP2A X 12.021 33.96
26 MP2A Z 0 33.96
27 MP2A Mx .006 33.96
28 MP2A X 12.021 38.04
29 MP2A Z 0 38.04
30 MP2A Mx .006 38.04
31 MP2A X 14.348 57.96
32 MP2A Z 0 57.96
33 MP2A Mx .007 57.96
34 MP2A X 14.348 62.04
35 MP2A Z 0 62.04
36 MP2A Mx .007 62.04
37 SA-H X 126.777 30
38 SA-H Z 0 30
39 SA-H Mx 0 30
40 MP5A X 29.038 23.64
41 MP5A Z 0 23.64
42 MP5A Mx -.015 23.64
43 MP5A X 29.038 48.36
44 MP5A Z 0 48.36
45 MP5A Mx -.015 48.36
Member Point Loads (BLC 7 : Antenna Wo (120 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 76.919 3
RISA-3D Version 17.0.4 Page 9 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 7 : Antenna Wo (120 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
2 MP2A Z 44.409 3
3 MP2A Mx -.072 3
4 MP2A X 76.919 93
5 MP2A Z 44.409 93
6 MP2A Mx -.072 93
7 MP2A X 76.919 3
8 MP2A Z 44.409 3
9 MP2A Mx -.005 3
10 MP2A X 76.919 93
11 MP2A Z 44.409 93
12 MP2A Mx -.005 93
13 MP4A X 3.582 19.8
14 MP4A Z 2.068 19.8
15 MP4A Mx -.002 19.8
16 MP4A X 3.582 28.2
17 MP4A Z 2.068 28.2
18 MP4A Mx -.002 28.2
19 MP1A X 26.957 3.36
20 MP1A Z 15.564 3.36
21 MP1A Mx -.013 3.36
22 MP1A X 26.957 44.76
23 MP1A Z 15.564 44.76
24 MP1A Mx -.013 44.76
25 MP2A X 11.502 33.96
26 MP2A Z 6.641 33.96
27 MP2A Mx .006 33.96
28 MP2A X 11.502 38.04
29 MP2A Z 6.641 38.04
30 MP2A Mx .006 38.04
31 MP2A X 13.013 57.96
32 MP2A Z 7.513 57.96
33 MP2A Mx .007 57.96
34 MP2A X 13.013 62.04
35 MP2A Z 7.513 62.04
36 MP2A Mx .007 62.04
37 SA-H X 105.852 30
38 SA-H Z 61.114 30
39 SA-H Mx 0 30
40 MP5A X 28.107 23.64
41 MP5A Z 16.228 23.64
42 MP5A Mx -.014 23.64
43 MP5A X 28.107 48.36
44 MP5A Z 16.228 48.36
45 MP5A Mx -.014 48.36
Member Point Loads (BLC 8 : Antenna Wo (150 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 54.063 3
2 MP2A Z 93.64 3
3 MP2A Mx -.097 3
4 MP2A X 54.063 93
5 MP2A Z 93.64 93
6 MP2A Mx -.097 93
7 MP2A X 54.063 3
8 MP2A Z 93.64 3
9 MP2A Mx .043 3
RISA-3D Version 17.0.4 Page 10 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 8 : Antenna Wo (150 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
10 MP2A X 54.063 93
11 MP2A Z 93.64 93
12 MP2A Mx .043 93
13 MP4A X 2.585 19.8
14 MP4A Z 4.478 19.8
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16 MP4A X 2.585 28.2
17 MP4A Z 4.478 28.2
18 MP4A Mx -.001 28.2
19 MP1A X 21.457 3.36
20 MP1A Z 37.165 3.36
21 MP1A Mx -.011 3.36
22 MP1A X 21.457 44.76
23 MP1A Z 37.165 44.76
24 MP1A Mx -.011 44.76
25 MP2A X 7.901 33.96
26 MP2A Z 13.685 33.96
27 MP2A Mx .004 33.96
28 MP2A X 7.901 38.04
29 MP2A Z 13.685 38.04
30 MP2A Mx .004 38.04
31 MP2A X 8.192 57.96
32 MP2A Z 14.189 57.96
33 MP2A Mx .004 57.96
34 MP2A X 8.192 62.04
35 MP2A Z 14.189 62.04
36 MP2A Mx .004 62.04
37 SA-H X 56.564 30
38 SA-H Z 97.971 30
39 SA-H Mx 0 30
40 MP5A X 19.645 23.64
41 MP5A Z 34.026 23.64
42 MP5A Mx -.01 23.64
43 MP5A X 19.645 48.36
44 MP5A Z 34.026 48.36
45 MP5A Mx -.01 48.36
Member Point Loads (BLC 9 : Antenna Wo (180 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 0 3
2 MP2A Z 117.781 3
3 MP2A Mx -.088 3
4 MP2A X 0 93
5 MP2A Z 117.781 93
6 MP2A Mx -.088 93
7 MP2A X 0 3
8 MP2A Z 117.781 3
9 MP2A Mx .088 3
10 MP2A X 0 93
11 MP2A Z 117.781 93
12 MP2A Mx .088 93
13 MP4A X 0 19.8
14 MP4A Z 5.687 19.8
15 MP4A Mx 0 19.8
16 MP4A X 0 28.2
17 MP4A Z 5.687 28.2
RISA-3D Version 17.0.4 Page 11 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:01 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 9 : Antenna Wo (180 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
18 MP4A Mx 0 28.2
19 MP1A X 0 3.36
20 MP1A Z 48.808 3.36
21 MP1A Mx 0 3.36
22 MP1A X 0 44.76
23 MP1A Z 48.808 44.76
24 MP1A Mx 0 44.76
25 MP2A X 0 33.96
26 MP2A Z 17.062 33.96
27 MP2A Mx 0 33.96
28 MP2A X 0 38.04
29 MP2A Z 17.062 38.04
30 MP2A Mx 0 38.04
31 MP2A X 0 57.96
32 MP2A Z 17.062 57.96
33 MP2A Mx 0 57.96
34 MP2A X 0 62.04
35 MP2A Z 17.062 62.04
36 MP2A Mx 0 62.04
37 SA-H X 0 30
38 SA-H Z 108.578 30
39 SA-H Mx 0 30
40 MP5A X 0 23.64
41 MP5A Z 42.707 23.64
42 MP5A Mx 0 23.64
43 MP5A X 0 48.36
44 MP5A Z 42.707 48.36
45 MP5A Mx 0 48.36
Member Point Loads (BLC 10 : Antenna Wo (210 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -54.063 3
2 MP2A Z 93.64 3
3 MP2A Mx -.043 3
4 MP2A X -54.063 93
5 MP2A Z 93.64 93
6 MP2A Mx -.043 93
7 MP2A X -54.063 3
8 MP2A Z 93.64 3
9 MP2A Mx .097 3
10 MP2A X -54.063 93
11 MP2A Z 93.64 93
12 MP2A Mx .097 93
13 MP4A X -2.585 19.8
14 MP4A Z 4.478 19.8
15 MP4A Mx .001 19.8
16 MP4A X -2.585 28.2
17 MP4A Z 4.478 28.2
18 MP4A Mx .001 28.2
19 MP1A X -21.457 3.36
20 MP1A Z 37.165 3.36
21 MP1A Mx .011 3.36
22 MP1A X -21.457 44.76
23 MP1A Z 37.165 44.76
24 MP1A Mx .011 44.76
25 MP2A X -7.901 33.96
RISA-3D Version 17.0.4 Page 12 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 10 : Antenna Wo (210 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
26 MP2A Z 13.685 33.96
27 MP2A Mx -.004 33.96
28 MP2A X -7.901 38.04
29 MP2A Z 13.685 38.04
30 MP2A Mx -.004 38.04
31 MP2A X -8.192 57.96
32 MP2A Z 14.189 57.96
33 MP2A Mx -.004 57.96
34 MP2A X -8.192 62.04
35 MP2A Z 14.189 62.04
36 MP2A Mx -.004 62.04
37 SA-H X -56.564 30
38 SA-H Z 97.971 30
39 SA-H Mx 0 30
40 MP5A X -19.645 23.64
41 MP5A Z 34.026 23.64
42 MP5A Mx .01 23.64
43 MP5A X -19.645 48.36
44 MP5A Z 34.026 48.36
45 MP5A Mx .01 48.36
Member Point Loads (BLC 11 : Antenna Wo (240 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -76.919 3
2 MP2A Z 44.409 3
3 MP2A Mx .005 3
4 MP2A X -76.919 93
5 MP2A Z 44.409 93
6 MP2A Mx .005 93
7 MP2A X -76.919 3
8 MP2A Z 44.409 3
9 MP2A Mx .072 3
10 MP2A X -76.919 93
11 MP2A Z 44.409 93
12 MP2A Mx .072 93
13 MP4A X -3.582 19.8
14 MP4A Z 2.068 19.8
15 MP4A Mx .002 19.8
16 MP4A X -3.582 28.2
17 MP4A Z 2.068 28.2
18 MP4A Mx .002 28.2
19 MP1A X -26.957 3.36
20 MP1A Z 15.564 3.36
21 MP1A Mx .013 3.36
22 MP1A X -26.957 44.76
23 MP1A Z 15.564 44.76
24 MP1A Mx .013 44.76
25 MP2A X -11.502 33.96
26 MP2A Z 6.641 33.96
27 MP2A Mx -.006 33.96
28 MP2A X -11.502 38.04
29 MP2A Z 6.641 38.04
30 MP2A Mx -.006 38.04
31 MP2A X -13.013 57.96
32 MP2A Z 7.513 57.96
33 MP2A Mx -.007 57.96
RISA-3D Version 17.0.4 Page 13 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 11 : Antenna Wo (240 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
34 MP2A X -13.013 62.04
35 MP2A Z 7.513 62.04
36 MP2A Mx -.007 62.04
37 SA-H X -105.852 30
38 SA-H Z 61.114 30
39 SA-H Mx 0 30
40 MP5A X -28.107 23.64
41 MP5A Z 16.228 23.64
42 MP5A Mx .014 23.64
43 MP5A X -28.107 48.36
44 MP5A Z 16.228 48.36
45 MP5A Mx .014 48.36
Member Point Loads (BLC 12 : Antenna Wo (270 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -79.164 3
2 MP2A Z 0 3
3 MP2A Mx .04 3
4 MP2A X -79.164 93
5 MP2A Z 0 93
6 MP2A Mx .04 93
7 MP2A X -79.164 3
8 MP2A Z 0 3
9 MP2A Mx .04 3
10 MP2A X -79.164 93
11 MP2A Z 0 93
12 MP2A Mx .04 93
13 MP4A X -3.619 19.8
14 MP4A Z 0 19.8
15 MP4A Mx .002 19.8
16 MP4A X -3.619 28.2
17 MP4A Z 0 28.2
18 MP4A Mx .002 28.2
19 MP1A X -25.234 3.36
20 MP1A Z 0 3.36
21 MP1A Mx .013 3.36
22 MP1A X -25.234 44.76
23 MP1A Z 0 44.76
24 MP1A Mx .013 44.76
25 MP2A X -12.021 33.96
26 MP2A Z 0 33.96
27 MP2A Mx -.006 33.96
28 MP2A X -12.021 38.04
29 MP2A Z 0 38.04
30 MP2A Mx -.006 38.04
31 MP2A X -14.348 57.96
32 MP2A Z 0 57.96
33 MP2A Mx -.007 57.96
34 MP2A X -14.348 62.04
35 MP2A Z 0 62.04
36 MP2A Mx -.007 62.04
37 SA-H X -126.777 30
38 SA-H Z 0 30
39 SA-H Mx 0 30
40 MP5A X -29.038 23.64
41 MP5A Z 0 23.64
RISA-3D Version 17.0.4 Page 14 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 12 : Antenna Wo (270 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
42 MP5A Mx .015 23.64
43 MP5A X -29.038 48.36
44 MP5A Z 0 48.36
45 MP5A Mx .015 48.36
Member Point Loads (BLC 13 : Antenna Wo (300 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -76.919 3
2 MP2A Z -44.409 3
3 MP2A Mx .072 3
4 MP2A X -76.919 93
5 MP2A Z -44.409 93
6 MP2A Mx .072 93
7 MP2A X -76.919 3
8 MP2A Z -44.409 3
9 MP2A Mx .005 3
10 MP2A X -76.919 93
11 MP2A Z -44.409 93
12 MP2A Mx .005 93
13 MP4A X -3.582 19.8
14 MP4A Z -2.068 19.8
15 MP4A Mx .002 19.8
16 MP4A X -3.582 28.2
17 MP4A Z -2.068 28.2
18 MP4A Mx .002 28.2
19 MP1A X -26.957 3.36
20 MP1A Z -15.564 3.36
21 MP1A Mx .013 3.36
22 MP1A X -26.957 44.76
23 MP1A Z -15.564 44.76
24 MP1A Mx .013 44.76
25 MP2A X -11.502 33.96
26 MP2A Z -6.641 33.96
27 MP2A Mx -.006 33.96
28 MP2A X -11.502 38.04
29 MP2A Z -6.641 38.04
30 MP2A Mx -.006 38.04
31 MP2A X -13.013 57.96
32 MP2A Z -7.513 57.96
33 MP2A Mx -.007 57.96
34 MP2A X -13.013 62.04
35 MP2A Z -7.513 62.04
36 MP2A Mx -.007 62.04
37 SA-H X -105.852 30
38 SA-H Z -61.114 30
39 SA-H Mx 0 30
40 MP5A X -28.107 23.64
41 MP5A Z -16.228 23.64
42 MP5A Mx .014 23.64
43 MP5A X -28.107 48.36
44 MP5A Z -16.228 48.36
45 MP5A Mx .014 48.36
Member Point Loads (BLC 14 : Antenna Wo (330 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -54.063 3
RISA-3D Version 17.0.4 Page 15 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 14 : Antenna Wo (330 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
2 MP2A Z -93.64 3
3 MP2A Mx .097 3
4 MP2A X -54.063 93
5 MP2A Z -93.64 93
6 MP2A Mx .097 93
7 MP2A X -54.063 3
8 MP2A Z -93.64 3
9 MP2A Mx -.043 3
10 MP2A X -54.063 93
11 MP2A Z -93.64 93
12 MP2A Mx -.043 93
13 MP4A X -2.585 19.8
14 MP4A Z -4.478 19.8
15 MP4A Mx .001 19.8
16 MP4A X -2.585 28.2
17 MP4A Z -4.478 28.2
18 MP4A Mx .001 28.2
19 MP1A X -21.457 3.36
20 MP1A Z -37.165 3.36
21 MP1A Mx .011 3.36
22 MP1A X -21.457 44.76
23 MP1A Z -37.165 44.76
24 MP1A Mx .011 44.76
25 MP2A X -7.901 33.96
26 MP2A Z -13.685 33.96
27 MP2A Mx -.004 33.96
28 MP2A X -7.901 38.04
29 MP2A Z -13.685 38.04
30 MP2A Mx -.004 38.04
31 MP2A X -8.192 57.96
32 MP2A Z -14.189 57.96
33 MP2A Mx -.004 57.96
34 MP2A X -8.192 62.04
35 MP2A Z -14.189 62.04
36 MP2A Mx -.004 62.04
37 SA-H X -56.564 30
38 SA-H Z -97.971 30
39 SA-H Mx 0 30
40 MP5A X -19.645 23.64
41 MP5A Z -34.026 23.64
42 MP5A Mx .01 23.64
43 MP5A X -19.645 48.36
44 MP5A Z -34.026 48.36
45 MP5A Mx .01 48.36
Member Point Loads (BLC 27 : Antenna Wm (0 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 0 3
2 MP2A Z -11.745 3
3 MP2A Mx .009 3
4 MP2A X 0 93
5 MP2A Z -11.745 93
6 MP2A Mx .009 93
7 MP2A X 0 3
8 MP2A Z -11.745 3
9 MP2A Mx -.009 3
RISA-3D Version 17.0.4 Page 16 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 27 : Antenna Wm (0 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
10 MP2A X 0 93
11 MP2A Z -11.745 93
12 MP2A Mx -.009 93
13 MP4A X 0 19.8
14 MP4A Z -.567 19.8
15 MP4A Mx 0 19.8
16 MP4A X 0 28.2
17 MP4A Z -.567 28.2
18 MP4A Mx 0 28.2
19 MP1A X 0 3.36
20 MP1A Z -4.867 3.36
21 MP1A Mx 0 3.36
22 MP1A X 0 44.76
23 MP1A Z -4.867 44.76
24 MP1A Mx 0 44.76
25 MP2A X 0 33.96
26 MP2A Z -1.701 33.96
27 MP2A Mx 0 33.96
28 MP2A X 0 38.04
29 MP2A Z -1.701 38.04
30 MP2A Mx 0 38.04
31 MP2A X 0 57.96
32 MP2A Z -1.701 57.96
33 MP2A Mx 0 57.96
34 MP2A X 0 62.04
35 MP2A Z -1.701 62.04
36 MP2A Mx 0 62.04
37 SA-H X 0 30
38 SA-H Z -10.828 30
39 SA-H Mx 0 30
40 MP5A X 0 23.64
41 MP5A Z -4.259 23.64
42 MP5A Mx 0 23.64
43 MP5A X 0 48.36
44 MP5A Z -4.259 48.36
45 MP5A Mx 0 48.36
Member Point Loads (BLC 28 : Antenna Wm (30 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 5.391 3
2 MP2A Z -9.338 3
3 MP2A Mx .004 3
4 MP2A X 5.391 93
5 MP2A Z -9.338 93
6 MP2A Mx .004 93
7 MP2A X 5.391 3
8 MP2A Z -9.338 3
9 MP2A Mx -.01 3
10 MP2A X 5.391 93
11 MP2A Z -9.338 93
12 MP2A Mx -.01 93
13 MP4A X .258 19.8
14 MP4A Z -.447 19.8
15 MP4A Mx -.000129 19.8
16 MP4A X .258 28.2
17 MP4A Z -.447 28.2
RISA-3D Version 17.0.4 Page 17 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 28 : Antenna Wm (30 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
18 MP4A Mx -.000129 28.2
19 MP1A X 2.14 3.36
20 MP1A Z -3.706 3.36
21 MP1A Mx -.001 3.36
22 MP1A X 2.14 44.76
23 MP1A Z -3.706 44.76
24 MP1A Mx -.001 44.76
25 MP2A X .788 33.96
26 MP2A Z -1.365 33.96
27 MP2A Mx .000394 33.96
28 MP2A X .788 38.04
29 MP2A Z -1.365 38.04
30 MP2A Mx .000394 38.04
31 MP2A X .817 57.96
32 MP2A Z -1.415 57.96
33 MP2A Mx .000408 57.96
34 MP2A X .817 62.04
35 MP2A Z -1.415 62.04
36 MP2A Mx .000408 62.04
37 SA-H X 5.641 30
38 SA-H Z -9.77 30
39 SA-H Mx 0 30
40 MP5A X 1.959 23.64
41 MP5A Z -3.393 23.64
42 MP5A Mx -.00098 23.64
43 MP5A X 1.959 48.36
44 MP5A Z -3.393 48.36
45 MP5A Mx -.00098 48.36
Member Point Loads (BLC 29 : Antenna Wm (60 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 7.671 3
2 MP2A Z -4.429 3
3 MP2A Mx -.000514 3
4 MP2A X 7.671 93
5 MP2A Z -4.429 93
6 MP2A Mx -.000514 93
7 MP2A X 7.671 3
8 MP2A Z -4.429 3
9 MP2A Mx -.007 3
10 MP2A X 7.671 93
11 MP2A Z -4.429 93
12 MP2A Mx -.007 93
13 MP4A X .357 19.8
14 MP4A Z -.206 19.8
15 MP4A Mx -.000178 19.8
16 MP4A X .357 28.2
17 MP4A Z -.206 28.2
18 MP4A Mx -.000178 28.2
19 MP1A X 2.688 3.36
20 MP1A Z -1.552 3.36
21 MP1A Mx -.001 3.36
22 MP1A X 2.688 44.76
23 MP1A Z -1.552 44.76
24 MP1A Mx -.001 44.76
25 MP2A X 1.147 33.96
RISA-3D Version 17.0.4 Page 18 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 29 : Antenna Wm (60 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
26 MP2A Z -.662 33.96
27 MP2A Mx .000574 33.96
28 MP2A X 1.147 38.04
29 MP2A Z -.662 38.04
30 MP2A Mx .000574 38.04
31 MP2A X 1.298 57.96
32 MP2A Z -.749 57.96
33 MP2A Mx .000649 57.96
34 MP2A X 1.298 62.04
35 MP2A Z -.749 62.04
36 MP2A Mx .000649 62.04
37 SA-H X 10.556 30
38 SA-H Z -6.094 30
39 SA-H Mx 0 30
40 MP5A X 2.803 23.64
41 MP5A Z -1.618 23.64
42 MP5A Mx -.001 23.64
43 MP5A X 2.803 48.36
44 MP5A Z -1.618 48.36
45 MP5A Mx -.001 48.36
Member Point Loads (BLC 30 : Antenna Wm (90 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 7.894 3
2 MP2A Z 0 3
3 MP2A Mx -.004 3
4 MP2A X 7.894 93
5 MP2A Z 0 93
6 MP2A Mx -.004 93
7 MP2A X 7.894 3
8 MP2A Z 0 3
9 MP2A Mx -.004 3
10 MP2A X 7.894 93
11 MP2A Z 0 93
12 MP2A Mx -.004 93
13 MP4A X .361 19.8
14 MP4A Z 0 19.8
15 MP4A Mx -.00018 19.8
16 MP4A X .361 28.2
17 MP4A Z 0 28.2
18 MP4A Mx -.00018 28.2
19 MP1A X 2.516 3.36
20 MP1A Z 0 3.36
21 MP1A Mx -.001 3.36
22 MP1A X 2.516 44.76
23 MP1A Z 0 44.76
24 MP1A Mx -.001 44.76
25 MP2A X 1.199 33.96
26 MP2A Z 0 33.96
27 MP2A Mx .0006 33.96
28 MP2A X 1.199 38.04
29 MP2A Z 0 38.04
30 MP2A Mx .0006 38.04
31 MP2A X 1.431 57.96
32 MP2A Z 0 57.96
33 MP2A Mx .000716 57.96
RISA-3D Version 17.0.4 Page 19 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 30 : Antenna Wm (90 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
34 MP2A X 1.431 62.04
35 MP2A Z 0 62.04
36 MP2A Mx .000716 62.04
37 SA-H X 12.643 30
38 SA-H Z 0 30
39 SA-H Mx 0 30
40 MP5A X 2.896 23.64
41 MP5A Z 0 23.64
42 MP5A Mx -.001 23.64
43 MP5A X 2.896 48.36
44 MP5A Z 0 48.36
45 MP5A Mx -.001 48.36
Member Point Loads (BLC 31 : Antenna Wm (120 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 7.671 3
2 MP2A Z 4.429 3
3 MP2A Mx -.007 3
4 MP2A X 7.671 93
5 MP2A Z 4.429 93
6 MP2A Mx -.007 93
7 MP2A X 7.671 3
8 MP2A Z 4.429 3
9 MP2A Mx -.000514 3
10 MP2A X 7.671 93
11 MP2A Z 4.429 93
12 MP2A Mx -.000514 93
13 MP4A X .357 19.8
14 MP4A Z .206 19.8
15 MP4A Mx -.000178 19.8
16 MP4A X .357 28.2
17 MP4A Z .206 28.2
18 MP4A Mx -.000178 28.2
19 MP1A X 2.688 3.36
20 MP1A Z 1.552 3.36
21 MP1A Mx -.001 3.36
22 MP1A X 2.688 44.76
23 MP1A Z 1.552 44.76
24 MP1A Mx -.001 44.76
25 MP2A X 1.147 33.96
26 MP2A Z .662 33.96
27 MP2A Mx .000574 33.96
28 MP2A X 1.147 38.04
29 MP2A Z .662 38.04
30 MP2A Mx .000574 38.04
31 MP2A X 1.298 57.96
32 MP2A Z .749 57.96
33 MP2A Mx .000649 57.96
34 MP2A X 1.298 62.04
35 MP2A Z .749 62.04
36 MP2A Mx .000649 62.04
37 SA-H X 10.556 30
38 SA-H Z 6.094 30
39 SA-H Mx 0 30
40 MP5A X 2.803 23.64
41 MP5A Z 1.618 23.64
RISA-3D Version 17.0.4 Page 20 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 31 : Antenna Wm (120 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
42 MP5A Mx -.001 23.64
43 MP5A X 2.803 48.36
44 MP5A Z 1.618 48.36
45 MP5A Mx -.001 48.36
Member Point Loads (BLC 32 : Antenna Wm (150 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 5.391 3
2 MP2A Z 9.338 3
3 MP2A Mx -.01 3
4 MP2A X 5.391 93
5 MP2A Z 9.338 93
6 MP2A Mx -.01 93
7 MP2A X 5.391 3
8 MP2A Z 9.338 3
9 MP2A Mx .004 3
10 MP2A X 5.391 93
11 MP2A Z 9.338 93
12 MP2A Mx .004 93
13 MP4A X .258 19.8
14 MP4A Z .447 19.8
15 MP4A Mx -.000129 19.8
16 MP4A X .258 28.2
17 MP4A Z .447 28.2
18 MP4A Mx -.000129 28.2
19 MP1A X 2.14 3.36
20 MP1A Z 3.706 3.36
21 MP1A Mx -.001 3.36
22 MP1A X 2.14 44.76
23 MP1A Z 3.706 44.76
24 MP1A Mx -.001 44.76
25 MP2A X .788 33.96
26 MP2A Z 1.365 33.96
27 MP2A Mx .000394 33.96
28 MP2A X .788 38.04
29 MP2A Z 1.365 38.04
30 MP2A Mx .000394 38.04
31 MP2A X .817 57.96
32 MP2A Z 1.415 57.96
33 MP2A Mx .000408 57.96
34 MP2A X .817 62.04
35 MP2A Z 1.415 62.04
36 MP2A Mx .000408 62.04
37 SA-H X 5.641 30
38 SA-H Z 9.77 30
39 SA-H Mx 0 30
40 MP5A X 1.959 23.64
41 MP5A Z 3.393 23.64
42 MP5A Mx -.00098 23.64
43 MP5A X 1.959 48.36
44 MP5A Z 3.393 48.36
45 MP5A Mx -.00098 48.36
Member Point Loads (BLC 33 : Antenna Wm (180 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X 0 3
RISA-3D Version 17.0.4 Page 21 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 33 : Antenna Wm (180 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
2 MP2A Z 11.745 3
3 MP2A Mx -.009 3
4 MP2A X 0 93
5 MP2A Z 11.745 93
6 MP2A Mx -.009 93
7 MP2A X 0 3
8 MP2A Z 11.745 3
9 MP2A Mx .009 3
10 MP2A X 0 93
11 MP2A Z 11.745 93
12 MP2A Mx .009 93
13 MP4A X 0 19.8
14 MP4A Z .567 19.8
15 MP4A Mx 0 19.8
16 MP4A X 0 28.2
17 MP4A Z .567 28.2
18 MP4A Mx 0 28.2
19 MP1A X 0 3.36
20 MP1A Z 4.867 3.36
21 MP1A Mx 0 3.36
22 MP1A X 0 44.76
23 MP1A Z 4.867 44.76
24 MP1A Mx 0 44.76
25 MP2A X 0 33.96
26 MP2A Z 1.701 33.96
27 MP2A Mx 0 33.96
28 MP2A X 0 38.04
29 MP2A Z 1.701 38.04
30 MP2A Mx 0 38.04
31 MP2A X 0 57.96
32 MP2A Z 1.701 57.96
33 MP2A Mx 0 57.96
34 MP2A X 0 62.04
35 MP2A Z 1.701 62.04
36 MP2A Mx 0 62.04
37 SA-H X 0 30
38 SA-H Z 10.828 30
39 SA-H Mx 0 30
40 MP5A X 0 23.64
41 MP5A Z 4.259 23.64
42 MP5A Mx 0 23.64
43 MP5A X 0 48.36
44 MP5A Z 4.259 48.36
45 MP5A Mx 0 48.36
Member Point Loads (BLC 34 : Antenna Wm (210 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -5.391 3
2 MP2A Z 9.338 3
3 MP2A Mx -.004 3
4 MP2A X -5.391 93
5 MP2A Z 9.338 93
6 MP2A Mx -.004 93
7 MP2A X -5.391 3
8 MP2A Z 9.338 3
9 MP2A Mx .01 3
RISA-3D Version 17.0.4 Page 22 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 34 : Antenna Wm (210 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
10 MP2A X -5.391 93
11 MP2A Z 9.338 93
12 MP2A Mx .01 93
13 MP4A X -.258 19.8
14 MP4A Z .447 19.8
15 MP4A Mx .000129 19.8
16 MP4A X -.258 28.2
17 MP4A Z .447 28.2
18 MP4A Mx .000129 28.2
19 MP1A X -2.14 3.36
20 MP1A Z 3.706 3.36
21 MP1A Mx .001 3.36
22 MP1A X -2.14 44.76
23 MP1A Z 3.706 44.76
24 MP1A Mx .001 44.76
25 MP2A X -.788 33.96
26 MP2A Z 1.365 33.96
27 MP2A Mx -.000394 33.96
28 MP2A X -.788 38.04
29 MP2A Z 1.365 38.04
30 MP2A Mx -.000394 38.04
31 MP2A X -.817 57.96
32 MP2A Z 1.415 57.96
33 MP2A Mx -.000408 57.96
34 MP2A X -.817 62.04
35 MP2A Z 1.415 62.04
36 MP2A Mx -.000408 62.04
37 SA-H X -5.641 30
38 SA-H Z 9.77 30
39 SA-H Mx 0 30
40 MP5A X -1.959 23.64
41 MP5A Z 3.393 23.64
42 MP5A Mx .00098 23.64
43 MP5A X -1.959 48.36
44 MP5A Z 3.393 48.36
45 MP5A Mx .00098 48.36
Member Point Loads (BLC 35 : Antenna Wm (240 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -7.671 3
2 MP2A Z 4.429 3
3 MP2A Mx .000514 3
4 MP2A X -7.671 93
5 MP2A Z 4.429 93
6 MP2A Mx .000514 93
7 MP2A X -7.671 3
8 MP2A Z 4.429 3
9 MP2A Mx .007 3
10 MP2A X -7.671 93
11 MP2A Z 4.429 93
12 MP2A Mx .007 93
13 MP4A X -.357 19.8
14 MP4A Z .206 19.8
15 MP4A Mx .000178 19.8
16 MP4A X -.357 28.2
17 MP4A Z .206 28.2
RISA-3D Version 17.0.4 Page 23 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 35 : Antenna Wm (240 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
18 MP4A Mx .000178 28.2
19 MP1A X -2.688 3.36
20 MP1A Z 1.552 3.36
21 MP1A Mx .001 3.36
22 MP1A X -2.688 44.76
23 MP1A Z 1.552 44.76
24 MP1A Mx .001 44.76
25 MP2A X -1.147 33.96
26 MP2A Z .662 33.96
27 MP2A Mx -.000574 33.96
28 MP2A X -1.147 38.04
29 MP2A Z .662 38.04
30 MP2A Mx -.000574 38.04
31 MP2A X -1.298 57.96
32 MP2A Z .749 57.96
33 MP2A Mx -.000649 57.96
34 MP2A X -1.298 62.04
35 MP2A Z .749 62.04
36 MP2A Mx -.000649 62.04
37 SA-H X -10.556 30
38 SA-H Z 6.094 30
39 SA-H Mx 0 30
40 MP5A X -2.803 23.64
41 MP5A Z 1.618 23.64
42 MP5A Mx .001 23.64
43 MP5A X -2.803 48.36
44 MP5A Z 1.618 48.36
45 MP5A Mx .001 48.36
Member Point Loads (BLC 36 : Antenna Wm (270 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -7.894 3
2 MP2A Z 0 3
3 MP2A Mx .004 3
4 MP2A X -7.894 93
5 MP2A Z 0 93
6 MP2A Mx .004 93
7 MP2A X -7.894 3
8 MP2A Z 0 3
9 MP2A Mx .004 3
10 MP2A X -7.894 93
11 MP2A Z 0 93
12 MP2A Mx .004 93
13 MP4A X -.361 19.8
14 MP4A Z 0 19.8
15 MP4A Mx .00018 19.8
16 MP4A X -.361 28.2
17 MP4A Z 0 28.2
18 MP4A Mx .00018 28.2
19 MP1A X -2.516 3.36
20 MP1A Z 0 3.36
21 MP1A Mx .001 3.36
22 MP1A X -2.516 44.76
23 MP1A Z 0 44.76
24 MP1A Mx .001 44.76
25 MP2A X -1.199 33.96
RISA-3D Version 17.0.4 Page 24 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 36 : Antenna Wm (270 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
26 MP2A Z 0 33.96
27 MP2A Mx -.0006 33.96
28 MP2A X -1.199 38.04
29 MP2A Z 0 38.04
30 MP2A Mx -.0006 38.04
31 MP2A X -1.431 57.96
32 MP2A Z 0 57.96
33 MP2A Mx -.000716 57.96
34 MP2A X -1.431 62.04
35 MP2A Z 0 62.04
36 MP2A Mx -.000716 62.04
37 SA-H X -12.643 30
38 SA-H Z 0 30
39 SA-H Mx 0 30
40 MP5A X -2.896 23.64
41 MP5A Z 0 23.64
42 MP5A Mx .001 23.64
43 MP5A X -2.896 48.36
44 MP5A Z 0 48.36
45 MP5A Mx .001 48.36
Member Point Loads (BLC 37 : Antenna Wm (300 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -7.671 3
2 MP2A Z -4.429 3
3 MP2A Mx .007 3
4 MP2A X -7.671 93
5 MP2A Z -4.429 93
6 MP2A Mx .007 93
7 MP2A X -7.671 3
8 MP2A Z -4.429 3
9 MP2A Mx .000514 3
10 MP2A X -7.671 93
11 MP2A Z -4.429 93
12 MP2A Mx .000514 93
13 MP4A X -.357 19.8
14 MP4A Z -.206 19.8
15 MP4A Mx .000178 19.8
16 MP4A X -.357 28.2
17 MP4A Z -.206 28.2
18 MP4A Mx .000178 28.2
19 MP1A X -2.688 3.36
20 MP1A Z -1.552 3.36
21 MP1A Mx .001 3.36
22 MP1A X -2.688 44.76
23 MP1A Z -1.552 44.76
24 MP1A Mx .001 44.76
25 MP2A X -1.147 33.96
26 MP2A Z -.662 33.96
27 MP2A Mx -.000574 33.96
28 MP2A X -1.147 38.04
29 MP2A Z -.662 38.04
30 MP2A Mx -.000574 38.04
31 MP2A X -1.298 57.96
32 MP2A Z -.749 57.96
33 MP2A Mx -.000649 57.96
RISA-3D Version 17.0.4 Page 25 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 37 : Antenna Wm (300 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
34 MP2A X -1.298 62.04
35 MP2A Z -.749 62.04
36 MP2A Mx -.000649 62.04
37 SA-H X -10.556 30
38 SA-H Z -6.094 30
39 SA-H Mx 0 30
40 MP5A X -2.803 23.64
41 MP5A Z -1.618 23.64
42 MP5A Mx .001 23.64
43 MP5A X -2.803 48.36
44 MP5A Z -1.618 48.36
45 MP5A Mx .001 48.36
Member Point Loads (BLC 38 : Antenna Wm (330 Deg))
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 MP2A X -5.391 3
2 MP2A Z -9.338 3
3 MP2A Mx .01 3
4 MP2A X -5.391 93
5 MP2A Z -9.338 93
6 MP2A Mx .01 93
7 MP2A X -5.391 3
8 MP2A Z -9.338 3
9 MP2A Mx -.004 3
10 MP2A X -5.391 93
11 MP2A Z -9.338 93
12 MP2A Mx -.004 93
13 MP4A X -.258 19.8
14 MP4A Z -.447 19.8
15 MP4A Mx .000129 19.8
16 MP4A X -.258 28.2
17 MP4A Z -.447 28.2
18 MP4A Mx .000129 28.2
19 MP1A X -2.14 3.36
20 MP1A Z -3.706 3.36
21 MP1A Mx .001 3.36
22 MP1A X -2.14 44.76
23 MP1A Z -3.706 44.76
24 MP1A Mx .001 44.76
25 MP2A X -.788 33.96
26 MP2A Z -1.365 33.96
27 MP2A Mx -.000394 33.96
28 MP2A X -.788 38.04
29 MP2A Z -1.365 38.04
30 MP2A Mx -.000394 38.04
31 MP2A X -.817 57.96
32 MP2A Z -1.415 57.96
33 MP2A Mx -.000408 57.96
34 MP2A X -.817 62.04
35 MP2A Z -1.415 62.04
36 MP2A Mx -.000408 62.04
37 SA-H X -5.641 30
38 SA-H Z -9.77 30
39 SA-H Mx 0 30
40 MP5A X -1.959 23.64
41 MP5A Z -3.393 23.64
RISA-3D Version 17.0.4 Page 26 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Point Loads (BLC 38 : Antenna Wm (330 Deg)) (Continued)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
42 MP5A Mx .00098 23.64
43 MP5A X -1.959 48.36
44 MP5A Z -3.393 48.36
45 MP5A Mx .00098 48.36
Member Point Loads (BLC 77 : Lm1)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 FM Y -250 %66
Member Point Loads (BLC 78 : Lm2)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 FM Y -250 %19
Member Point Loads (BLC 79 : Lv1)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 FM Y -250 0
Member Point Loads (BLC 80 : Lv2)
Member Label Direction Magnitude[lb,k-ft] Location[in,%]
1 FM Y -250 %100
Member Distributed Loads (BLC 41 : Structure Wo (0 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z -9.307 -9.307 0 %100
3 MP1A X 0 0 0 %100
4 MP1A Z -4.476 -4.476 0 %100
5 MP2A X 0 0 0 %100
6 MP2A Z -5.946 -5.946 0 %100
7 MP3A X 0 0 0 %100
8 MP3A Z -4.912 -4.912 0 %100
9 MP4A X 0 0 0 %100
10 MP4A Z -4.476 -4.476 0 %100
11 MP5A X 0 0 0 %100
12 MP5A Z -4.912 -4.912 0 %100
13 PIPE1 X 0 0 0 %100
14 PIPE1 Z -4.476 -4.476 0 %100
15 PIPE2 X 0 0 0 %100
16 PIPE2 Z -4.476 -4.476 0 %100
17 SA-H X 0 0 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X 0 0 0 %100
20 SA-V Z -6.377 -6.377 0 %100
Member Distributed Loads (BLC 42 : Structure Wo (30 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 3.49 3.49 0 %100
2 FM Z -6.045 -6.045 0 %100
3 MP1A X 2.238 2.238 0 %100
4 MP1A Z -3.876 -3.876 0 %100
5 MP2A X 2.973 2.973 0 %100
6 MP2A Z -5.149 -5.149 0 %100
7 MP3A X 2.456 2.456 0 %100
RISA-3D Version 17.0.4 Page 27 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 42 : Structure Wo (30 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
8 MP3A Z -4.254 -4.254 0 %100
9 MP4A X 2.238 2.238 0 %100
10 MP4A Z -3.876 -3.876 0 %100
11 MP5A X 2.456 2.456 0 %100
12 MP5A Z -4.254 -4.254 0 %100
13 PIPE1 X 2.238 2.238 0 %100
14 PIPE1 Z -3.876 -3.876 0 %100
15 PIPE2 X 2.238 2.238 0 %100
16 PIPE2 Z -3.876 -3.876 0 %100
17 SA-H X .966 .966 0 %100
18 SA-H Z -1.672 -1.672 0 %100
19 SA-V X 3.188 3.188 0 %100
20 SA-V Z -5.522 -5.522 0 %100
Member Distributed Loads (BLC 43 : Structure Wo (60 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 2.015 2.015 0 %100
2 FM Z -1.163 -1.163 0 %100
3 MP1A X 3.876 3.876 0 %100
4 MP1A Z -2.238 -2.238 0 %100
5 MP2A X 5.149 5.149 0 %100
6 MP2A Z -2.973 -2.973 0 %100
7 MP3A X 4.254 4.254 0 %100
8 MP3A Z -2.456 -2.456 0 %100
9 MP4A X 3.876 3.876 0 %100
10 MP4A Z -2.238 -2.238 0 %100
11 MP5A X 4.254 4.254 0 %100
12 MP5A Z -2.456 -2.456 0 %100
13 PIPE1 X 3.876 3.876 0 %100
14 PIPE1 Z -2.238 -2.238 0 %100
15 PIPE2 X 3.876 3.876 0 %100
16 PIPE2 Z -2.238 -2.238 0 %100
17 SA-H X 5.017 5.017 0 %100
18 SA-H Z -2.897 -2.897 0 %100
19 SA-V X 5.522 5.522 0 %100
20 SA-V Z -3.188 -3.188 0 %100
Member Distributed Loads (BLC 44 : Structure Wo (90 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z 0 0 0 %100
3 MP1A X 4.476 4.476 0 %100
4 MP1A Z 0 0 0 %100
5 MP2A X 5.946 5.946 0 %100
6 MP2A Z 0 0 0 %100
7 MP3A X 4.912 4.912 0 %100
8 MP3A Z 0 0 0 %100
9 MP4A X 4.476 4.476 0 %100
10 MP4A Z 0 0 0 %100
11 MP5A X 4.912 4.912 0 %100
12 MP5A Z 0 0 0 %100
13 PIPE1 X 4.476 4.476 0 %100
14 PIPE1 Z 0 0 0 %100
15 PIPE2 X 4.476 4.476 0 %100
16 PIPE2 Z 0 0 0 %100
17 SA-H X 7.725 7.725 0 %100
RISA-3D Version 17.0.4 Page 28 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 44 : Structure Wo (90 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
18 SA-H Z 0 0 0 %100
19 SA-V X 6.377 6.377 0 %100
20 SA-V Z 0 0 0 %100
Member Distributed Loads (BLC 45 : Structure Wo (120 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 2.015 2.015 0 %100
2 FM Z 1.163 1.163 0 %100
3 MP1A X 3.876 3.876 0 %100
4 MP1A Z 2.238 2.238 0 %100
5 MP2A X 5.149 5.149 0 %100
6 MP2A Z 2.973 2.973 0 %100
7 MP3A X 4.254 4.254 0 %100
8 MP3A Z 2.456 2.456 0 %100
9 MP4A X 3.876 3.876 0 %100
10 MP4A Z 2.238 2.238 0 %100
11 MP5A X 4.254 4.254 0 %100
12 MP5A Z 2.456 2.456 0 %100
13 PIPE1 X 3.876 3.876 0 %100
14 PIPE1 Z 2.238 2.238 0 %100
15 PIPE2 X 3.876 3.876 0 %100
16 PIPE2 Z 2.238 2.238 0 %100
17 SA-H X 5.017 5.017 0 %100
18 SA-H Z 2.897 2.897 0 %100
19 SA-V X 5.522 5.522 0 %100
20 SA-V Z 3.188 3.188 0 %100
Member Distributed Loads (BLC 46 : Structure Wo (150 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 3.49 3.49 0 %100
2 FM Z 6.045 6.045 0 %100
3 MP1A X 2.238 2.238 0 %100
4 MP1A Z 3.876 3.876 0 %100
5 MP2A X 2.973 2.973 0 %100
6 MP2A Z 5.149 5.149 0 %100
7 MP3A X 2.456 2.456 0 %100
8 MP3A Z 4.254 4.254 0 %100
9 MP4A X 2.238 2.238 0 %100
10 MP4A Z 3.876 3.876 0 %100
11 MP5A X 2.456 2.456 0 %100
12 MP5A Z 4.254 4.254 0 %100
13 PIPE1 X 2.238 2.238 0 %100
14 PIPE1 Z 3.876 3.876 0 %100
15 PIPE2 X 2.238 2.238 0 %100
16 PIPE2 Z 3.876 3.876 0 %100
17 SA-H X .966 .966 0 %100
18 SA-H Z 1.672 1.672 0 %100
19 SA-V X 3.188 3.188 0 %100
20 SA-V Z 5.522 5.522 0 %100
Member Distributed Loads (BLC 47 : Structure Wo (180 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z 9.307 9.307 0 %100
3 MP1A X 0 0 0 %100
RISA-3D Version 17.0.4 Page 29 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 47 : Structure Wo (180 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
4 MP1A Z 4.476 4.476 0 %100
5 MP2A X 0 0 0 %100
6 MP2A Z 5.946 5.946 0 %100
7 MP3A X 0 0 0 %100
8 MP3A Z 4.912 4.912 0 %100
9 MP4A X 0 0 0 %100
10 MP4A Z 4.476 4.476 0 %100
11 MP5A X 0 0 0 %100
12 MP5A Z 4.912 4.912 0 %100
13 PIPE1 X 0 0 0 %100
14 PIPE1 Z 4.476 4.476 0 %100
15 PIPE2 X 0 0 0 %100
16 PIPE2 Z 4.476 4.476 0 %100
17 SA-H X 0 0 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X 0 0 0 %100
20 SA-V Z 6.377 6.377 0 %100
Member Distributed Loads (BLC 48 : Structure Wo (210 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -3.49 -3.49 0 %100
2 FM Z 6.045 6.045 0 %100
3 MP1A X -2.238 -2.238 0 %100
4 MP1A Z 3.876 3.876 0 %100
5 MP2A X -2.973 -2.973 0 %100
6 MP2A Z 5.149 5.149 0 %100
7 MP3A X -2.456 -2.456 0 %100
8 MP3A Z 4.254 4.254 0 %100
9 MP4A X -2.238 -2.238 0 %100
10 MP4A Z 3.876 3.876 0 %100
11 MP5A X -2.456 -2.456 0 %100
12 MP5A Z 4.254 4.254 0 %100
13 PIPE1 X -2.238 -2.238 0 %100
14 PIPE1 Z 3.876 3.876 0 %100
15 PIPE2 X -2.238 -2.238 0 %100
16 PIPE2 Z 3.876 3.876 0 %100
17 SA-H X -.966 -.966 0 %100
18 SA-H Z 1.672 1.672 0 %100
19 SA-V X -3.188 -3.188 0 %100
20 SA-V Z 5.522 5.522 0 %100
Member Distributed Loads (BLC 49 : Structure Wo (240 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -2.015 -2.015 0 %100
2 FM Z 1.163 1.163 0 %100
3 MP1A X -3.876 -3.876 0 %100
4 MP1A Z 2.238 2.238 0 %100
5 MP2A X -5.149 -5.149 0 %100
6 MP2A Z 2.973 2.973 0 %100
7 MP3A X -4.254 -4.254 0 %100
8 MP3A Z 2.456 2.456 0 %100
9 MP4A X -3.876 -3.876 0 %100
10 MP4A Z 2.238 2.238 0 %100
11 MP5A X -4.254 -4.254 0 %100
12 MP5A Z 2.456 2.456 0 %100
13 PIPE1 X -3.876 -3.876 0 %100
RISA-3D Version 17.0.4 Page 30 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 49 : Structure Wo (240 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
14 PIPE1 Z 2.238 2.238 0 %100
15 PIPE2 X -3.876 -3.876 0 %100
16 PIPE2 Z 2.238 2.238 0 %100
17 SA-H X -5.017 -5.017 0 %100
18 SA-H Z 2.897 2.897 0 %100
19 SA-V X -5.522 -5.522 0 %100
20 SA-V Z 3.188 3.188 0 %100
Member Distributed Loads (BLC 50 : Structure Wo (270 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z 0 0 0 %100
3 MP1A X -4.476 -4.476 0 %100
4 MP1A Z 0 0 0 %100
5 MP2A X -5.946 -5.946 0 %100
6 MP2A Z 0 0 0 %100
7 MP3A X -4.912 -4.912 0 %100
8 MP3A Z 0 0 0 %100
9 MP4A X -4.476 -4.476 0 %100
10 MP4A Z 0 0 0 %100
11 MP5A X -4.912 -4.912 0 %100
12 MP5A Z 0 0 0 %100
13 PIPE1 X -4.476 -4.476 0 %100
14 PIPE1 Z 0 0 0 %100
15 PIPE2 X -4.476 -4.476 0 %100
16 PIPE2 Z 0 0 0 %100
17 SA-H X -7.725 -7.725 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X -6.377 -6.377 0 %100
20 SA-V Z 0 0 0 %100
Member Distributed Loads (BLC 51 : Structure Wo (300 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -2.015 -2.015 0 %100
2 FM Z -1.163 -1.163 0 %100
3 MP1A X -3.876 -3.876 0 %100
4 MP1A Z -2.238 -2.238 0 %100
5 MP2A X -5.149 -5.149 0 %100
6 MP2A Z -2.973 -2.973 0 %100
7 MP3A X -4.254 -4.254 0 %100
8 MP3A Z -2.456 -2.456 0 %100
9 MP4A X -3.876 -3.876 0 %100
10 MP4A Z -2.238 -2.238 0 %100
11 MP5A X -4.254 -4.254 0 %100
12 MP5A Z -2.456 -2.456 0 %100
13 PIPE1 X -3.876 -3.876 0 %100
14 PIPE1 Z -2.238 -2.238 0 %100
15 PIPE2 X -3.876 -3.876 0 %100
16 PIPE2 Z -2.238 -2.238 0 %100
17 SA-H X -5.017 -5.017 0 %100
18 SA-H Z -2.897 -2.897 0 %100
19 SA-V X -5.522 -5.522 0 %100
20 SA-V Z -3.188 -3.188 0 %100
Member Distributed Loads (BLC 52 : Structure Wo (330 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
RISA-3D Version 17.0.4 Page 31 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 52 : Structure Wo (330 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -3.49 -3.49 0 %100
2 FM Z -6.045 -6.045 0 %100
3 MP1A X -2.238 -2.238 0 %100
4 MP1A Z -3.876 -3.876 0 %100
5 MP2A X -2.973 -2.973 0 %100
6 MP2A Z -5.149 -5.149 0 %100
7 MP3A X -2.456 -2.456 0 %100
8 MP3A Z -4.254 -4.254 0 %100
9 MP4A X -2.238 -2.238 0 %100
10 MP4A Z -3.876 -3.876 0 %100
11 MP5A X -2.456 -2.456 0 %100
12 MP5A Z -4.254 -4.254 0 %100
13 PIPE1 X -2.238 -2.238 0 %100
14 PIPE1 Z -3.876 -3.876 0 %100
15 PIPE2 X -2.238 -2.238 0 %100
16 PIPE2 Z -3.876 -3.876 0 %100
17 SA-H X -.966 -.966 0 %100
18 SA-H Z -1.672 -1.672 0 %100
19 SA-V X -3.188 -3.188 0 %100
20 SA-V Z -5.522 -5.522 0 %100
Member Distributed Loads (BLC 53 : Structure Wi (0 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z -.928 -.928 0 %100
3 MP1A X 0 0 0 %100
4 MP1A Z -.446 -.446 0 %100
5 MP2A X 0 0 0 %100
6 MP2A Z -.593 -.593 0 %100
7 MP3A X 0 0 0 %100
8 MP3A Z -.49 -.49 0 %100
9 MP4A X 0 0 0 %100
10 MP4A Z -.446 -.446 0 %100
11 MP5A X 0 0 0 %100
12 MP5A Z -.49 -.49 0 %100
13 PIPE1 X 0 0 0 %100
14 PIPE1 Z -.446 -.446 0 %100
15 PIPE2 X 0 0 0 %100
16 PIPE2 Z -.446 -.446 0 %100
17 SA-H X 0 0 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X 0 0 0 %100
20 SA-V Z -.636 -.636 0 %100
Member Distributed Loads (BLC 54 : Structure Wi (30 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X .348 .348 0 %100
2 FM Z -.603 -.603 0 %100
3 MP1A X .223 .223 0 %100
4 MP1A Z -.387 -.387 0 %100
5 MP2A X .296 .296 0 %100
6 MP2A Z -.514 -.514 0 %100
7 MP3A X .245 .245 0 %100
8 MP3A Z -.424 -.424 0 %100
9 MP4A X .223 .223 0 %100
10 MP4A Z -.387 -.387 0 %100
RISA-3D Version 17.0.4 Page 32 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 54 : Structure Wi (30 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
11 MP5A X .245 .245 0 %100
12 MP5A Z -.424 -.424 0 %100
13 PIPE1 X .223 .223 0 %100
14 PIPE1 Z -.387 -.387 0 %100
15 PIPE2 X .223 .223 0 %100
16 PIPE2 Z -.387 -.387 0 %100
17 SA-H X .104 .104 0 %100
18 SA-H Z -.181 -.181 0 %100
19 SA-V X .318 .318 0 %100
20 SA-V Z -.551 -.551 0 %100
Member Distributed Loads (BLC 55 : Structure Wi (60 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X .201 .201 0 %100
2 FM Z -.116 -.116 0 %100
3 MP1A X .387 .387 0 %100
4 MP1A Z -.223 -.223 0 %100
5 MP2A X .514 .514 0 %100
6 MP2A Z -.296 -.296 0 %100
7 MP3A X .424 .424 0 %100
8 MP3A Z -.245 -.245 0 %100
9 MP4A X .387 .387 0 %100
10 MP4A Z -.223 -.223 0 %100
11 MP5A X .424 .424 0 %100
12 MP5A Z -.245 -.245 0 %100
13 PIPE1 X .387 .387 0 %100
14 PIPE1 Z -.223 -.223 0 %100
15 PIPE2 X .387 .387 0 %100
16 PIPE2 Z -.223 -.223 0 %100
17 SA-H X .542 .542 0 %100
18 SA-H Z -.313 -.313 0 %100
19 SA-V X .551 .551 0 %100
20 SA-V Z -.318 -.318 0 %100
Member Distributed Loads (BLC 56 : Structure Wi (90 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z 0 0 0 %100
3 MP1A X .446 .446 0 %100
4 MP1A Z 0 0 0 %100
5 MP2A X .593 .593 0 %100
6 MP2A Z 0 0 0 %100
7 MP3A X .49 .49 0 %100
8 MP3A Z 0 0 0 %100
9 MP4A X .446 .446 0 %100
10 MP4A Z 0 0 0 %100
11 MP5A X .49 .49 0 %100
12 MP5A Z 0 0 0 %100
13 PIPE1 X .446 .446 0 %100
14 PIPE1 Z 0 0 0 %100
15 PIPE2 X .446 .446 0 %100
16 PIPE2 Z 0 0 0 %100
17 SA-H X .835 .835 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X .636 .636 0 %100
20 SA-V Z 0 0 0 %100
RISA-3D Version 17.0.4 Page 33 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 57 : Structure Wi (120 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X .201 .201 0 %100
2 FM Z .116 .116 0 %100
3 MP1A X .387 .387 0 %100
4 MP1A Z .223 .223 0 %100
5 MP2A X .514 .514 0 %100
6 MP2A Z .296 .296 0 %100
7 MP3A X .424 .424 0 %100
8 MP3A Z .245 .245 0 %100
9 MP4A X .387 .387 0 %100
10 MP4A Z .223 .223 0 %100
11 MP5A X .424 .424 0 %100
12 MP5A Z .245 .245 0 %100
13 PIPE1 X .387 .387 0 %100
14 PIPE1 Z .223 .223 0 %100
15 PIPE2 X .387 .387 0 %100
16 PIPE2 Z .223 .223 0 %100
17 SA-H X .542 .542 0 %100
18 SA-H Z .313 .313 0 %100
19 SA-V X .551 .551 0 %100
20 SA-V Z .318 .318 0 %100
Member Distributed Loads (BLC 58 : Structure Wi (150 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X .348 .348 0 %100
2 FM Z .603 .603 0 %100
3 MP1A X .223 .223 0 %100
4 MP1A Z .387 .387 0 %100
5 MP2A X .296 .296 0 %100
6 MP2A Z .514 .514 0 %100
7 MP3A X .245 .245 0 %100
8 MP3A Z .424 .424 0 %100
9 MP4A X .223 .223 0 %100
10 MP4A Z .387 .387 0 %100
11 MP5A X .245 .245 0 %100
12 MP5A Z .424 .424 0 %100
13 PIPE1 X .223 .223 0 %100
14 PIPE1 Z .387 .387 0 %100
15 PIPE2 X .223 .223 0 %100
16 PIPE2 Z .387 .387 0 %100
17 SA-H X .104 .104 0 %100
18 SA-H Z .181 .181 0 %100
19 SA-V X .318 .318 0 %100
20 SA-V Z .551 .551 0 %100
Member Distributed Loads (BLC 59 : Structure Wi (180 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X 0 0 0 %100
2 FM Z .928 .928 0 %100
3 MP1A X 0 0 0 %100
4 MP1A Z .446 .446 0 %100
5 MP2A X 0 0 0 %100
6 MP2A Z .593 .593 0 %100
7 MP3A X 0 0 0 %100
8 MP3A Z .49 .49 0 %100
9 MP4A X 0 0 0 %100
10 MP4A Z .446 .446 0 %100
RISA-3D Version 17.0.4 Page 34 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]
Company : Engineered Tower Solutions, PLLC July 16, 2021
4:02 PMDesigner : GGS
Job Number : Project No. 10075604 Checked By: DHK
Model Name : 124297-VZW_MT_LOT_SectorA_H
Member Distributed Loads (BLC 59 : Structure Wi (180 Deg)) (Continued)
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
11 MP5A X 0 0 0 %100
12 MP5A Z .49 .49 0 %100
13 PIPE1 X 0 0 0 %100
14 PIPE1 Z .446 .446 0 %100
15 PIPE2 X 0 0 0 %100
16 PIPE2 Z .446 .446 0 %100
17 SA-H X 0 0 0 %100
18 SA-H Z 0 0 0 %100
19 SA-V X 0 0 0 %100
20 SA-V Z .636 .636 0 %100
Member Distributed Loads (BLC 60 : Structure Wi (210 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -.348 -.348 0 %100
2 FM Z .603 .603 0 %100
3 MP1A X -.223 -.223 0 %100
4 MP1A Z .387 .387 0 %100
5 MP2A X -.296 -.296 0 %100
6 MP2A Z .514 .514 0 %100
7 MP3A X -.245 -.245 0 %100
8 MP3A Z .424 .424 0 %100
9 MP4A X -.223 -.223 0 %100
10 MP4A Z .387 .387 0 %100
11 MP5A X -.245 -.245 0 %100
12 MP5A Z .424 .424 0 %100
13 PIPE1 X -.223 -.223 0 %100
14 PIPE1 Z .387 .387 0 %100
15 PIPE2 X -.223 -.223 0 %100
16 PIPE2 Z .387 .387 0 %100
17 SA-H X -.104 -.104 0 %100
18 SA-H Z .181 .181 0 %100
19 SA-V X -.318 -.318 0 %100
20 SA-V Z .551 .551 0 %100
Member Distributed Loads (BLC 61 : Structure Wi (240 Deg))
Member Label Direction Start Magnitude[lb/ft,...End Magnitude[lb/ft,... Start Location[in,%] End Location[in,%]
1 FM X -.201 -.201 0 %100
2 FM Z .116 .116 0 %100
3 MP1A X -.387 -.387 0 %100
4 MP1A Z .223 .223 0 %100
5 MP2A X -.514 -.514 0 %100
6 MP2A Z .296 .296 0 %100
7 MP3A X -.424 -.424 0 %100
8 MP3A Z .245 .245 0 %100
9 MP4A X -.387 -.387 0 %100
10 MP4A Z .223 .223 0 %100
11 MP5A X -.424 -.424 0 %100
12 MP5A Z .245 .245 0 %100
13 PIPE1 X -.387 -.387 0 %100
14 PIPE1 Z .223 .223 0 %100
15 PIPE2 X -.387 -.387 0 %100
16 PIPE2 Z .223 .223 0 %100
17 SA-H X -.542 -.542 0 %100
18 SA-H Z .313 .313 0 %100
19 SA-V X -.551 -.551 0 %100
20 SA-V Z .318 .318 0 %100
RISA-3D Version 17.0.4 Page 35 [C:\...\...\...\RISA 3D\124297-VZW_MT_LOT_A_H.r3d]