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REVIEWED BLD2022-0824+STRUCTURAL_Plan+6.23.2022_1.45.16_PM+2951026
verizonv' F,S RECEIVED Tower Engineering Solutions, LL REVIEWED Jun 24 2022 1320 Greenway Dr. Suite 600 CITY OF EDMONDS Irving, TX 75038 BY DEVELOPMENT SERVICES LJ DEPARTMENT 972.483.0607 BLD2022-0824 TESOrders@testower.us CITY OF E D M O N D S New/Replacement Antenna Mount Analysis Report and PMI Requirements Site Information Structure Information Mount Analysis-R SMART Tool Project #: 10076184 December 16, 2021 Site ID: Site Name: Carrier Name: Address: Latitude: Longitude: Tower Type Mount Type FUZE ID # 16549663 263807-VZW ESPERANCE Verizon Wireless 8505 Bowdoin Way Edmonds, Washington County 47.806806' -122.348717' Monopole T-Arms Analysis Results 98026, Snohomish (3) T-Arms: 89.5% [Pass w/ New Mount Installation*] (3) RMV12-496 w/ PUCK Connections *Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. ***Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https.IlpmLvzwsmart.com For additional questions and support, please reach out to: pmisupport@testower. us Report Prepared By: Peter Soewito Exp.o8/12/2023 12/16/2021 Mount Structural Analysis Report (3) T-Arms Executive Summary: December 16, 2021 Site ID: 263807-VZW / ESPERANCE Page 12 The objective of this report is to determine the capacity of the proposed antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. The proposed mount was assumed to be installed properly to the existing tower per the manufacturer's instructions. Tower Engineering Solutions, LLC cannot verify that the proposed mount will fit properly and is not liable for any fit -up issues during installation. 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 Verizon FUZE Project ID: 16549663, dated May 14, 2021 (RFDS) Mount Specification (3) Site Pro RMV12-496 - 12.5ft Face T-Arm with (4) 8ft Mount Pipes (6) Site Pro PUCK - Adjustable Clamp Plate Tie -Back Analysis Criteria: Codes and Standards: ANSI/TIA-222-H / IBC 2018 Wind Parameters: Basic Wind Speed (Ultimate 3-sec. Gust), Vu,: 98 mph Ice Wind Speed (3-sec. Gust): 30 mph Design Ice Thickness: 1.00 in Risk Category: II Exposure Category: C Topographic Category: 1 Topographic Feature Considered: N/A Topographic Method: Method 1 Ground Elevation Factor, Ke: 0.984 Seismic Parameters: SS: 1.28 g Si: 0.45 g Maintenance Parameters: Wind Speed (3-sec. Gust): 30 mph Maintenance Live Load, Lv: 250 lbs. Maintenance Live Load, Lm: 500 lbs. Analysis Software: RISA-3D (V17) Mount Structural Analysis Report (3) T-Arms Final Loading Configuration: December 16, 2021 Site ID: 263807-VZW / ESPERANCE Page 13 The following equipment has been considered for the analysis of the mounts: Mount Elevation ft Equipment Elevation ft Quantity Manufacturer Model Status 70.00 70.00 6 Commscope NHH-65C-R2B Added 70.00 70.00 3 Ericsson 4449 Added 70.00 70.00 3 Ericsson 8843 Added 70.00 70.00 1 ovp-12 * Added 70.00 70.00 3 Ericsson AIR 6449 Added * Equipment to be mounted directly on to a Standoff Arm Member. This equipment will not be shown on the placement diagrams. 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. Model Number Ports AKA RHSDC-1064-PF-48 2 OVP-2 RC3DC-3315-PF-48 6 OVP-6 RC3DC-3300-PF-48 6 OVP-6 RC3DC-4750-PF-48 6 OVP-6 RHSDC-6627-PF-48 12 OVP-12 RHSDC-6600-PF-48 12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Tower Engineering Solutions, LLC and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Tower Engineering Solutions, LLC 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. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, 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. 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. Mount Structural Analysis Report (3) T-Arms December 16, 2021 Site ID: 263807-VZW / ESPERANCE Page 14 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Tower Engineering Solutions, LLC 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 Tower Engineering Solutions, LLC. Analysis Results: Component Utilization % Pass/Fail Standoff Arm 50.6 % Pass Mount Pipe 36.6 % Pass Face Horizontal 89.5 % Pass PUCK Tieback 30.4 % Pass Collar Mount 50.9 % Pass Face Horizontal Connection 34.9 % Pass Flange Connection 38.3 % Pass Structure Rating — (Controlling Utilization of all Components) 89.5% Note: The mount has been found structurally adequate for all steel and external connection capacities. Serviceability in accordance with TIA-222-H Section 4.9.11.3 has not been considered. Mount Steel (EPA)a per ANSIMA-222-H Section 2.6.11.2: Ice Mount Pipes Excluded Mount Pipes Included Thickness (In) Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) Front (EPA)a (Sq. Ft.) Side (EPA)a (Sq. Ft.) 0 9.9 9.9 28.1 28.1 0.5 13.0 13.0 38.9 38.9 1 15.6 15.6 49.2 49.2 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 3 sector(s). - Ka factors included in (EPA)a calculations Mount Structural Analysis Report (3) T-Arms Requirements: December 16, 2021 Site ID: 263807-VZWIESPERANCE Page 15 The proposed antenna mounts are SUFFICIENT for the final loading configuration (attachment 2) upon completion of the mount replacement (attachment 3) and requirements below. Install the Site Pro PUCK clamps to Pipe #1 and #4 of each sector and use 2" STD Pipe as tiebacks between clamps 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. Contractor Required Post Installation Inspection (PMI) Report Deliverables 2. Antenna Placement Diagrams 3. Mount Photo 4. Mount Manufacturer Drawings 5. Analysis Calculations Mount Desktop — Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor — New Mount Passing MA Electronic pdf version of this can be downloaded at https://pmi.vgwsmart.com For additional questions and support, please reach out to pmisupport@testower.us PSLC #: 263807 SMART Project #: 10076184 Fuze Project ID: 16549663 Purpose — to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount Analysis. Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: • If installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide "as built mount drawings" showing contractor's name, contact information, preparer's signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo should be time and date stamped. • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the following portal: https://pmLvzwsmart.com Photo Requirements: • Photos taken at around level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for all elevations that equipment was installed. • Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to installation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation of mounts. Each entire sector shall be in one photo to show the interconnection of members. ■ These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. o Photos of each installed mount; pictures shall also include connection hardware (U- bolts, bolts, nuts, all -threaded rods, etc.) o Photos showing the installed mount elevation. Antenna & Equipment Placement and Geometry Confirmation: • The contractor shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below. ❑ The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. M ❑ The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special Instructions / Validation as required from the MA or any other information the contractor deems necessary to share that was identified:_ Issue: Install the Site Pro PUCK clamps to Pipe #1 and #4 of each sector and use 2" STD Pipe as tiebacks between clamps Response: Special Instruction Confirmation: ❑ The contractor has read and acknowledges the above special instructions. Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work: ❑ Yes ❑ No Contractor certifies no new damage created during the current installation: 0 Yes 0 No Contractor to certify the condition of the safety climb and verify no damage when leaving the site: ❑ Safety Climb in Good Condition ❑ Safety Climb Damaged Comments: New Mount Certification: ❑ The contractor certifies that the New Mount installed is as specified in the Passing Mount Analysis. ❑ The contractor notes that the New Mount installed is not as specified and engineering approval was received for the New Mount installed. Certifying Individual: Company: Employee Name: Contact Phone: Email: Date: Structure: 263807-VZW - ESPERANCE Sector: A 12/16/2021 Structure Type: Monopole 10076184 Mount Elev: 70.00 Page: 1 1 i�� J Plan View Structure Front View - Looking at Structure :R3 :R2 A5 Al Al 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al NHH-65C-R2B 96 11.9 87 2 a Front 48.06 0 Added R2 4449 15 13.2 87 2 a Behind 30 0 Added Al NHH-65C-R2B 96 11.9 63 3 a Front 48.06 0 Added R3 8843 15 13.2 63 3 a Behind 30 0 Added A5 AIR 6449 30.8 16.1 6 4 a Front 48 0 Added Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved Structure: 263807-VZW - ESPERANCE Sector: B 12/16/2021 Structure Type: Monopole 10076184 Mount Elev: 70.00 Page: 2+�" J Plan View Structure Front View - Looking at Structure :R3 :R2 A5 Al Al 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al NHH-65C-R2B 96 11.9 87 2 a Front 48.06 0 Added R2 4449 15 13.2 87 2 a Behind 30 0 Added Al NHH-65C-R2B 96 11.9 63 3 a Front 48.06 0 Added R3 8843 15 13.2 63 3 a Behind 30 0 Added A5 AIR 6449 30.8 16.1 6 4 a Front 48 0 Added Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved Structure: 263807-VZW - ESPERANCE Sector: C 12/16/2021 Structure Type: Monopole 10076184 Mount Elev: 70.00 Page: 3 1 i�� J Plan View Structure Front View - Looking at Structure :R3 :R2 A5 Al Al 4 3 2 1 Height Width H Dist Pipe Pipe Ant C. Ant Ant Ref# Model (in) (in) Frm L. # Pos V Pos Frm T. H Off Status Validation Al NHH-65C-R2B 96 11.9 87 2 a Front 48.06 0 Added R2 4449 15 13.2 87 2 a Behind 30 0 Added Al NHH-65C-R2B 96 11.9 63 3 a Front 48.06 0 Added R3 8843 15 13.2 63 3 a Behind 30 0 Added A5 AIR 6449 30.8 16.1 6 4 a Front 48 0 Added Copyright 2019 by Tower Engineering Solutions, LLC. All Rights Reserved ADDED 10' 6" ANTENNA MOUNTING PIPES REMOVED FLATWASH. AT ARM TO CLAMP RING CONNECTION PARTS LIST -�� 18 ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-LWRM RING MOUNT WELDMENT 68.81 206.42 2 9 G58R-24 5/8" x 24" THREADED ROD (HDG.) 0.40 3.59 \ 2 9 G58R-48 5/8" X 48" GALV THREADED ROD 4.39 39.52 1 3 3 X-SV197-36 SUPPORT ARM WELDMENT - 36"' 67.29 201.88 4 12 A58234 5/8" x 2-3/4" HDG A325 HEX BOLT 2.75 0.36 4.27 / 5 12 A58FW 5/8" HDG A325 FLATWASHER 0.03 0.41 / 6 42 G58LW 5/8" HOG LOCKWASHER 0.03 1.10 7 24 A58NUT 5/8" HOG A325 HEX NUT 0.13 3.12 j 8 6 X-UB5458 5/8" X 4-5/8" X 7" X 3" U-BOLT (HDG.) 0.26 1.54 9 18 G58FW 5/8" HDG USS FLATWASHER 0.07 1.27 IL A 11 10 18 G58NUT 518" HDG HEAVY 2H HEX NUT 0.13 2.34 11 36 X-UB1306 1/2" X 3-5/8" X 6" X 3" U-BOLT (HDG.) 0.26 9.25 13 12 114 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 8.17 14 13 114 G12FW 1/2" HDG USS FLATWASHER 0.03 3.89 14 114 G12LW 1/2" HDG LOCKWASHER 0.01 1.59 12 15 24 X-UB1212 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) j 0.26 6.17 16 3 P3150 3-1/2" X 150" SCH 40 GALVANIZED PIPE 150.000 in 94.80 284.40 17 12 A B C D 18 12 X-SP219 SMALL SUPPORT CROSS PLATE 8.250 in 8.61 103.33 19 3 X-SP216 LARGE SUPPORT CROSS PLATE 20.83 62.48 ANTENNA PIPES "ASSEMBLY NO." PART NO. "A" PART DESCRIPTION "B" LENGTH "C" UNIT WT. "D" TOTAL WT. RMV12-463 P263 2-3/8" O.D. SCH. 40 PIPE 63" 19.22 1,219.29 RMV12-472 P272 2-3/8" O.D. SCH. 40 PIPE 72" 23.07 1,265.49 RMV12-484 P284 2-3/8" O.D. SCH. 40 PIPE 84" 26.91 1,311.57 RMV12-496 P296 2-318" O.D. SCH. 40 PIPE 96" 30.76 1,357.77 RMV12-4126 P126 2-3/8" O.D. SCH. 40 PIPE 126" 40.76 1477.77 TOLERANCE NOTES DESCRIPTION � New New York, NV TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: MONOPOLE TRIPLE T-ARM ►711ri Engineering Atlanta, GA SAWED, SHEARED AND GAS CUT EDGES (t 0.030) FOR 12 ANTENNAS Pilo Support Team: Ply-th,Los IN A DRILLED AND GAS CUT HOLES (±0.030) - NO CONING OF HOLES 1-888-753-7446 Plymouth, IN LASER CUT EDGES AND HOLES ±a 010" - NO CONING OF HOLES Salem, OR ( 1 AvalmonlY�r Dallas, TX BENDS ARE! 1/2 DEGREE ALL OTHER MACHINING (±0.030 f CPD NO. DRAWN BY ENG. APPROVAL PART NO. ALL OTHER ASSEMBLY(± 0.060) 4516 CEK 4/15/2011 SEE "ASSEMBLY NO." 0 PROPRIETRRY Kme: SUB DRAWING USAGE CHECKED BY DWG. NO. -n 01 CUSTOMER BMC 7/2/2015 RMV12-4XX N' ADDED 10' 6" ANTENNA MOUNTING PIPES REMOVED FLATWASH. AT ARM TO CLAMP RING CONNECTION L/2 L=ADJUSTABLE ADJUSTABLE TOLERANCE NOTES DESCRIPTION � Locations: t�r�Rp New York, NV TOLERANCESON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: MONOPOLE TRIPLE T-ARM ►711ri Engineering Atlanta, GA SAWED, SHEARED AND GAS CUTEDGES(tam-) FORI2ANTENNAS PRO SupporlTeam: Los Angeles, CA DRILLED AND GAS CUT HOLES (±0.030) - NO CONING OF HOLES 1-888-753-7446 Plymouth, IN LASER CUT EDGES AND HOLES ±0.010" - NO CONING OF HOLES Salem, OR ( 1 AvalmonSYr Dallas, TX BENDS ARE! 112 DEGREE ALL OTHER MACHINING (±0.030 f CPD NO. I DRAWN BY ENG. APPROVAL PART NO. N ALL OTHER ASSEMBLY(± 0.060J 4516 CEK 4/15/2011 SEE "ASSEMBLY N 101 —.IETRRYNM: ICLASSI SUB I DRAWINGUSAGE I CHECKED BY I DWG. NO. I -n 2 ORRWINOME P-PRIETRRVINF 1,11VALYOM M USEMOISCLoaeREWI OWTNECONSeNffw 81 1 01 1 CUSTOMER BMC 7/2/2015 RMV12-4XX PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 X-127594 FLAT DISK CLAMP PLATE 4" CENTERS (GALVANIZED) 2.48 2.48 2 2 X-100064 CLAMP (S) (4" V-CLAMP) GALVANIZED 0.91 1.83 3 2 G12065 1/2" x 6-1/2" HDG HEX BOLT GR5 FULL THREAD 61/2 in 0.41 0.82 4 2 G1204 1/2" x 4" HDG HEX BOLT GR5 FULL THREAD 4 in 0.27 0.54 5 4 G12FW 1/2" HDG USS FLATWASHER 0.03 0.14 6 4 G12LW 1/2" HDG LOCKWASHER 0.01 0.06 7 4 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 0.29 TOTAL WT. # 6.16 TOLERANCE NOTES DESCRIPTION ( 7�p Newyork, New York, NV TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (±0.030 / DRILLED AND GAS CUT HOLES (±0. 030)-NO CONING OF HOLES ADJUSTABLE CLAMP PLATE TIE -BACK ASSEMBLY ►71�1^l:i PlRO Engineering Atlanta, GA Support Team: Loa Angeles, CA 1-888-753-7446 Plymouth, IN Salem, OR LASER CUT EDGES AND HOLES ±a m- - NO CONING OF HOLES ( 1 AvalmonSYQpyN11r Dallas, TX BENDS ARE! 112 DEGREE 11 ALL OTHER MACHINING (±0.030 f CPD NO. DRAWN BY ENG. APPROVAL PART NO. ALL OTHER ASSEMBLY(± 0.060J CEK 8/30/2010 PUCK 0 PROPRI—W IMM: SUB DRAWINGUSAGE CHECKED BY DWG. NO. -n 01 CUSTOMER BMC 9/1/2010 PUCK z x Tower Engineering Solutio... SK - 1 263807-VZW MT_LO_H I Dec 16, 2021 at 4:00 PM Project No. 10076184 263807-VZW_ MT_LO_H.r3d Member Code Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.OWo (0 Deg) 263807-VZW MT LO H Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.2D+1.OWo (0 Deg) 263807-VZW MT LO H Company Tower Engineering Solutions, LLC Dec 16, 2021 4:00 PM I' R'SA JobIgner Number Project No. 10076184 Checked By:_ A NEMETscHEK COMPANY Model Name 263807-VZW _MT_LO_H Basic Load Cases BLC Description Cateciory X GravitvY GravitvZ Gravitv Joint Point Distribut..Area(M... Surface 1 Antenna D None 75 2 Antenna Di None 75 3 Antenna Wo 0 De None 75 4 Antenna Wo 30 De None 75 5 Antenna Wo 60 De None 75 6 Antenna Wo 90 De None 75 7 Antenna Wo 120 De None 75 8 Antenna Wo 150 D None 75 9 Antenna Wo 180 De None 75 10 Antenna Wo 210 De None 75 11 Antenna Wo 240 De None 75 12 Antenna Wo 270 D None 75 13 Antenna Wo 300 De None 75 14 Antenna Wo 330 D None 75 15 Antenna Wi 0 D None 75 16 Antenna Wi 30 De None 75 17 Antenna Wi 60 De None 75 18 Antenna Wi 90 De None 75 19 Antenna Wi 120 De None 75 20 Antenna Wi 150 De None 75 21 Antenna Wi 180 De None 75 22 Antenna Wi 210 De None 75 23 Antenna Wi 240 De None 75 24 Antenna Wi 270 De None 75 25 Antenna Wi 300 De None 75 26 Antenna Wi 330 De None 75 27 Antenna Wm 0 De None 75 28 Antenna Wm 30 De None 75 29 Antenna Wm 60 De None 75 30 Antenna Wm 90 De None 75 31 Antenna Wm 120 De None 75 32 Antenna Wm 150 De None 75 33 Antenna Wm 180 De None 75 34 Antenna Wm 210 De None 75 35 Antenna Wm 240 De None 75 36 Antenna Wm 270 De None 75 37 Antenna Wm 300 De None 75 38 Antenna Wm 330 De None 75 39 Structure D None -1 40 Structure Di None 24 41 Structure Wo 0 De None 48 42 Structure Wo 30 D None 48 43 Structure Wo 60 D None 48 44 Structure Wo 90 D None 48 45 Structure Wo 120 De None 48 46 Structure Wo 150 De None 48 47 Structure Wo 180 De None 48 48 Structure Wo 210 De None 48 RISA-3D Version 17.0.4[C:\...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW_MT_L0_H.r3d] Page 4 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Basic Load Cases (Continued) BLC Description Category X GravityY GravityZ Gravity Joint Point Distribut..Area(M... Surface 49 Structure Wo 240 De None 48 50 Structure Wo 270 De None 48 51 Structure Wo 300 De None 48 52 Structure Wo 330 De None 48 53 Structure Wi 0 De None 48 54 Structure Wi 30 De None 48 55 Structure Wi 60 De None 48 56 Structure Wi 90 De None 48 57 Structure Wi 120 De None 48 58 Structure Wi 150 D None 48 59 Structure Wi 180 D None 48 60 Structure Wi 210 D None 48 61 Structure Wi 240 De None 48 62 Structure Wi 270 D None 48 63 Structure Wi 300 De None 48 64 Structure Wi 330 D None 48 65 Structure Wm 0 De None 48 66 Structure Wm 30 D None 48 67 Structure Wm 60 D None 48 68 Structure Wm 90 D None 48 69 Structure Wm 120 De None 48 70 Structure Wm 150 De None 48 71 Structure Wm 180 De None 48 72 Structure Wm 210 De None 48 73 Structure Wm 240 De None 48 74 Structure Wm 270 De None 48 75 Structure Wm 300 De None 48 76 Structure Wm 330 De None 48 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 75 82 Antenna Eh 0 De None 50 83 Antenna Eh 90 De None 50 84 Structure Ev ELY -.205 85 Structure Eh 0 D ELZ -.514 86 Structure Eh 90 De ELX L .514 Load Combinations Description So..P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... RISA-3D Version 17.0.4[C:\...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 5 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Load Combinations (Continued) Description So..P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac 10 1.2D+1.OWo (270 Deg)Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.OWo (300 Deg)Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.OWo (330 Deg)Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D + 1.ODi + 1.OWi..Yesl Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 20 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.21 2 1 40 1 22 1 60 1 21 1.2D + 1.ODi + 1.OWi..Yesi Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1 23 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1.2D + 1.ODi + 1.OW i ..Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2177 1.5 28 1 66 1 27 1.2D + 1.51-m1 + 1.0... Yesi Y 1 1.2 39 1.2177 1.5 29 1 67 1 28 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2177 1.5 30 1 68 1 29 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 34 1 72 1 33 1.2D + 1.51-m1 + 1.0... Yesl Y 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2177 1.5 36 1 74 1 35 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 37 1 75 1 36 1.2D + 1.51-m1 + 1.0... Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D + 1.51-m2 + 1.0... Yesl Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2178 1.5 30 1 68 1 41 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D + 1.51-m2 + 1.0... Yesl Y 1 1.2 39 1.2 78 1.5 35 1 73 1 46 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2178 1.5 36 1 74 1 47 1.2D + 1.51-m2 + 1.0... Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D + 1.51-m2 + 1.0... 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 AD Yesi Y 1 1.4 39 1.4 52 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 1 83 ELZ 1 E 53 1.2D + 1.OEv + 1.0Eh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 .866 83 .5 ELZ .866 ELX ,5 54 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 .5 83 •866 ELZ ,5 ELX.866 55 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 83 1 ELZ ELX 1 56 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -.5 83 .866 ELZ -.5 ELX.866 57 1.2D + 1.OEv + 1.OEh..Yesi Y 1 1.2 39 1.2 81 1 ELY 1 82 .866 83 .5 ELZ .866E ,5 58 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -1 83 ELZ -1 ELX 59 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 .866 83 -.5 ELZ .866 E -.5 60 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 -.5 83 •866 ELZ -.5 ELX .866 61 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 83 -1 ELZ ELX -1 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 6 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Load Combinations (Continued) nacrrintinn Sn P S RI r:Far. RI r;Far. RI r:Far. RI r Far. RI r.Far. RI r.Far. RI r:Far. RI r;Far. RI (Far. RI (Fir. 62 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 .5 83 .866 ELZ ,5 ELX .866 63 1.2D + 1.OEv + 1.OEh..Yes Y 1 1.2 39 1.2 81 1 ELY 1 82 .866 83 -.5 ELZ .866 ELX -,5 64 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 1 83 ELZ 1 ELX 65 0.9D - 1.OEv + 1.0Eh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 .866 83 .5 ELZ .866E ,5 66 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY _1 82 .5 83 .866 ELZ ,5 ELX.866 67 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 83 1 ELZ ELX 1 68 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 -.5 831.866 ELZ _,5 E .866 69 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 •866 83 .5 ELZ .866 ELX ,5 70 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY _1 82 -1 83 ELZ -1 E 71 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 --866 83 -.5 ELZ .866 ELX -.5 72 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY _1 82 -.5 83 •$� ELZ -.5 E .866 73 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 83 -1 ELZ ELX -1 74 0.9D - 1.OEv + 1.0Eh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 .5 83 •866 ELZ .5 ELX .866 75 0.9D - 1.OEv + 1.OEh ..Yes Y 1 .9 39 .9 81 -1 ELY -1 82 .866 83 -.5 ELZ .866 ELX -.5 Joint Coordinates and Temperatures I ahal X rftl Y rftl 7 MI Tr mn rFl natarh Frnm ninn 1 N 1 0 0 0.916667 0 2 N2 0 so 4.34895 0 3 N3 -6.25 0 4.34895 0 4 N4 6.25 so 4.34895 0 5 N5 -5.75 4 4.718742 0 6 N6 -5.75 -4 4.718742 0 7 N7 5.75 4 4.718742 0 8 N8 5.75 -4 4.718742 0 9 N9 0 .75 3.921867 0 10 N 10 0 -.75 3.921867 0 11 N 11 -5.75 0 4.718742 0 12 N 12 5.75 0 4.718742 0 13 N 13 -5.75 0 4.34895 0 14 N 14 5.75 0 4.34895 0 15 N15 0 0 3.921867 0 16 N16 1 4 4.718742 0 17 N 17 1 -4 4.718742 0 18 N18 1 0 4.718742 0 19 N 19 1 0 4.34895 0 20 N20 -1 4 4.718742 0 21 N21 -1 -4 4.718742 0 22 N22 -1 0 4.718742 0 23 N23 -1 0 4.34895 0 24 N24 0.793857 0 -0.458333 0 25 N25 3.766301 0 -2.174475 0 26 N26 6.891301 0 3.238184 0 27 N27 0.641301 0 -7.587134 0 28 N28 6.96155 4 2.620275 0 29 N29 6.96155 -4 2.620275 0 30 N30 1.21155 4 -7.339017 0 31 N31 1.21155 -4 -7.339017 0 32 N32 3.396436 .75 -1.960933 0 33 N33 3.396436 -.75 -1.960933 0 RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 7 Company Tower Engineering Solutions, LLC Dec 16, 2021 111RISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Joint Coordinates and Temperatures (Continued) I nhal X rftl Y rftl 7 rftl Tamn rR r)atach Frnm ninn 34 N34 6.96155 0 2.620275 0 35 N35 1.21155 0 -7.339017 0 36 N36 6.641301 0 2.805171 0 37 N37 0.891301 0 -7.154121 0 38 N38 3.396436 0 -1.960933 0 39 N39 3.58655 4 -3.225396 0 40 N40 3.58655 -4 -3.225396 0 41 N41 3.58655 0 -3.225396 0 42 N42 3.266301 0 -3.040501 0 43 N43 4.58655 4 -1.493346 0 44 N44 4.58655 -4 -1.493346 0 45 N45 4.58655 0 -1.493346 0 46 N46 4.266301 0 -1.30845 0 47 N47 -0.793857 0 -0.458333 0 48 N48 -3.766301 0 -2.174475 0 49 N49 -0.641301 0 -7.587134 0 50 N50 -6.891301 0 3.238184 0 51 N51 -1.21155 4 -7.339017 0 52 N52 -1.21155 -4 -7.339017 0 53 N53 -6.96155 4 2.620275 0 54 N54 -6.96155 -4 2.620275 0 55 N55 -3.396436 .75 -1.960933 0 56 N56 -3.396436 -.75 -1.960933 0 57 N57 -1.21155 0 -7.339017 0 58 N58 -6.96155 0 2.620275 0 59 N59 -0.891301 0 -7.154121 0 60 N60 -6.641301 0 2.805171 0 61 N61 -3.396436 0 -1.960933 0 62 N62 -4.58655 4 -1.493346 0 63 N63 -4.58655 -4 -1.493346 0 64 N64 -4.58655 0 -1.493346 0 65 N65 -4.266301 0 -1.30845 0 66 N66 -3.58655 4 -3.225396 0 67 N67 -3.58655 -4 -3.225396 0 68 N68 -3.58655 0 -3.225396 0 69 N69 -3.266301 0 -3.040501 0 70 N70 -5.75 2 4.718742 0 71 N71 -6.96155 2 2.620275 0 72 N72 6.96155 2 2.620275 0 73 N73 5.75 2 4.718742 0 74 N74 -1.21155 2 -7.339017 0 75 N75 1.21155 2 -7.339017 0 Hot Rolled Steel Section Sets I ahal Ghana Tuna nasinn 1 ist Uatarial nasinn Rid A rin91 hniri 177ri A findl 1 Standoff Arm HSS4X4X4 Beam S uareTube A500 Gr.B Rect Typical 3.37 7.8 7.8 12.8 2 Vertical Pie PIPE 4.0 Beam Pie A53 Gr.B Typical 2.96 6.82 6.82 13.6 3 Face Horizontal PIPE 3.0 Beam Pie A53 Gr.6 Typical 2.07 2.85 2.85 5.69 4 Mount Pie PIPE 2.0 Beam Pie A53 Gr.B Typical 1.02 .627 .627 1.25 5 PUCK Tieback PIPE 2.0 Beam Pie A53 Gr.B Typical 1.02 .627 .627 1.25 RISA-31D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Fi1es\263807-VZW MT LO H.r3d] Page 8 Corn pan y 111RI Si4 Designer Job Number A NEMETSCHEK COMPANY Model Name Tower Engineering Solutions, LLC Project No. 10076184 263807-VZW MT LO H Dec 16, 2021 4:00 PM Checked By. Cold Formed Steel Section Sets Label Shape Type esi n ... Material Design ... A In2 1yy rin4lIzz in4 J in4 1 CF 4CU5.25X0375 Beam CU A570 Gr.33 Typical 4.854 13.23812.817 .228 Aluminum Section Sets Label Shape Tvpe Des i n List Material Desi n R... A In2 I in4 Izz in4 J in4 1 1 AL1A AACS14X... Beam I AA Channel 03-H141 Typical 1 11.8 1 44.7 1 401 1.19 Hot Rolled Steel Properties I ahal F Ikcil r, rkcil Nn Therm //1 rlansitvrk/ftA*Jl Yialrirkcil Rv Fiilkcil Pt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 G r. B Rect 29000 11154 .3 .65 .527 1 46 1 1.4 1 58 1.3 6 A53 Gr. B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Cold Formed Steel Properties Label E si G [ksil Nu Therm /1E5 F Densit k/ftA 31 Yield ksi Fu si 1 A570 Gr.33 29500 11346 .3 =65 .49 33 52 2 A607 C1 Gr.55 29500 11346 .3 1 .65 .49 55 70 Aluminum Properties I ahal F Ikcil r, rkcil Nil Therm / rlancitvr Tahla R d kt Pt, irk- Ftvrkcil Fcvrkcil Fmirkcil r:t 1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 19 16 13 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 38 35 35 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 22 16 16 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B... 0 1 0 30 25 25 5 5052-1-134 1 10200 13787.5 .33 1.3 .173 Table B... 0 1 1 1 0 34 26 24 677 6061-T6 W 1 10100 13787.5 .33 1.3 .173 Table 13... 0 1 1 0 24 15 15 Member Primary Data I nhel l Joint .1.1nint K Jnint Rntate(denl Sertion/Shane Tvne Design List Material De -inn Rules 1 M1 N1 N15 Standoff Arm Beam S uareTube A5000r.B.. Typical 2 MP4A N5 N6 Mount Pie Beam Pie A53 Gr.B Typical 3 MP1A N7 N8 Mount Pie Beam Pie A53 Gr.B Typical 4 M4 N3 N4 Face Horizontal Beam Pie A53 Gr.B Typical 5 M5 N9 N10 Vertical Pie Beam Pie A53 Gr.B Typical 6 M6 N13 N11 RIGID Beam None RIGID DR1 7 M7 N15 N2 RIGID Beam None RIGID DR1 8 M8 N14 N12 RIGID Beam None RIGID DR1 9 MP2A N16 N17 Mount Pie Beam Pie A53 Gr.B Typical 10 M10 N19 N18 RIGID Beam None RIGID DR1 11 MP3A N20 N21 Mount Pie Beam Pie A53 Gr.B Typical RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Fi1es\263807-VZW MT LO H.r3d] Page 9 Corn pan y 111RI Si4 Designer Job Number A NEMETSCHEK COMPANY Model Name Tower Engineering Solutions, LLC Project No. 10076184 263807-VZW MT LO H Dec 16, 2021 4:00 PM Checked By._ Member Primary Data (Continued) I ahPI I.Inint .I .Jnint K .Inint Rntnt,-(rt,-nl SPr.tinn/Shan,- Tvn,- n,-sinn I ist Mat,-rial nasinn Riilac 12 M12 N23 N22 RIGID Beam None RIGID DR1 13 M13 N24 N38 Standoff Arm Beam S uareTube A500 Gr.B.. Typical 14 MP4C N28 N29 Mount Pie Beam Pie A53 Gr.B Typical 15 MP1C N30 N31 Mount Pie Beam Pie A53 Gr.B Typical 16 M16 N26 N27 Face Horizontal Beam Pie A53 Gr.B Typical 17 M17 N32 N33 Vertical Pie Beam Pie A53 Gr.B Typical 18 M18 N36 N34 RIGID Beam None RIGID DR1 19 M19 N38 N25 RIGID Beam None RIGID DR1 20 M20 N37 N35 RIGID Beam None RIGID DR1 21 MP2C N39 N40 Mount Pie Beam Pie A53 Gr.B Typical 22 M22 N42 N41 RIGID Beam None RIGID DR1 23 MP3C N43 N44 Mount Pie Beam Pie A53 Gr.B Typical 24 M24 N46 N45 RIGID Beam None RIGID DR1 25 M25 N47 N61 Standoff Arm Beam S uareTube A500 Gr.B.. Typical 26 MP4B N51 N52 Mount Pie Beam Pie A53 Gr.B Typical 27 MP1B N53 N54 Mount Pie Beam Pie A53 Gr.B Typical 28 M28 N49 N50 Face Horizontal Beam Pie A53 Gr.B Typical 29 M29 N55 N56 Vertical Pie Beam Pie A53 Gr.B Typical 30 M30 N59 N57 RIGID Beam None RIGID DR1 31 M31 N61 N48 RIGID Beam None RIGID DR1 32 M32 N60 N58 RIGID Beam None RIGID DR1 33 MP2B N62 N63 Mount Pie Beam Pie A53 Gr.B Typical 34 M34 N65 N64 RIGID Beam None RIGID DR1 35 MP3B N66 N67 Mount Pie Beam Pie A53 Gr.B Typical 36 M36 N69 N68 RIGID Beam None RIGID DR1 37 M37 N70 N71 PUCK Tieback Beam Pie A53 Gr.B Typical 38 M38 N72 N73 PUCK Tieback Beam Pie A53 Gr.B Typical 39 M39 N74 N75 PUCK Tieback Beam Pie A53 Gr.B Typical Member Advanced Data I ahel I RPIPAsP. .I RPIPasP I Offsetfinl .1 Offsetfinl T/C Only Phvsical nPfl Rat_ Amlvsis Inactive Seismic__ 1 M1 Yes None 2 MP4A Yes None 3 MP1A Yes None 4 M4 Yes None 5 M5 Yes None 6 M6 Yes None 7 M7 Yes None 8 M8 Yes None 9 MP2A Yes None 10 M10 Yes None 11 MP3A Yes None 12 M12 Yes None 13 M13 Yes None 14 MP4C Yes None 15 MP1 C Yes None 16 M16 Yes None 17 M17 Yes None 18 M18 Yes None 19 M19 Yes None RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Fi1es\263807-VZW MT LO H.r3d] Page 10 Corn pan y IIIRISi4 Designer Job Number A NEMETSCHEK COMPANY Model Name Tower Engineering Solutions, LLC Project No. 10076184 263807-VZW MT LO H Dec 16, 2021 4:00 PM Checked By._ MemberAdvanced Data (Continued) I ahPI 1 RP.IP.ASP .1 RPIP.ACP. I Offcatfinl .I Offcatfinl T/C OnIV Phvciral r)Pfl Rat Analvcic InartivP SPicmir. 20 M20 Yes None 21 MP2C Yes None 22 M22 Yes None 23 MP3C Yes None 24 M24 Yes None 25 M25 Yes None 26 MP4B Yes None 27 MP1 B Yes None 28 M28 Yes None 29 M29 Yes None 30 M30 Yes None 31 M31 Yes None 32 M32 Yes None 33 MP2B Yes None 34 M34 Yes None 35 MP3B Yes None 36 M36 Yes None 37 M37 BenPIN BenPIN Yes None 38 M38 BenPIN BenPIN Yes None 39 M39 BenPIN BenPIN Yes None Hot Rolled Steel Design Parameters I ahPl ShanP I Pnnthrftl I hvvfftl I h»rftl I rmmn tnnfftl I r.mmn hntfftl I-tnrnu_ Kvv K77 Ch Funrtinn 1 M1 Standoff Arm 3.005 Lbyy Lateral 2 MP4A Mount Pipe 8 Lbvv Lateral 3 MP1A Mount Pipe 8 Lbyy Lateral 4 M4 Face Horizo.. 12.5 Lbyy Lateral 5 M5 I Vertical Pipe 1.5 Lbvv Lateral 6 MP2A Mount Pipe 8 Lbyy Lateral 7 MP3A Mount Pipe 8 Lb Lateral 8 M13 Standoff Arm 3.005 Lbyy Lateral 9 MP4C Mount Pipe 8 Lb Lateral 10 MP1 C Mount Pipe 8 Lbyy Lateral 11 M16 Face Horizo.. 12.5 Lbyy Lateral 12 M17 Vertical Pipe 1.5 Lbyy Lateral 13 MP2C Mount Pipe 8 Lbyy Lateral 14 MP3C Mount Pipe 8 Lbyy Lateral 15 M25 Standoff Arm 3.005 Lbyy Lateral 16 MP4B Mount Pipe 8 Lbyy Lateral 17 MP1 B Mount Pipe 8 Lbyy Lateral 18 M28 Face Horizo.. 12.5 Lbyy Lateral 19 M29 Vertical Pipe 1.5 Lbyy Lateral 20 MP2B Mount Pipe 8 Lb Lateral 21 MP3B Mount Pipe 8 Lbyy Lateral 22 M37 PUCK Tieb... 2.423 Lbyy Lateral 23 M38 PUCK Tieb... 2.423 Lbyy Lateral 24 M39 PUCK Tieb... 2.423 Lbyy Lateral RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 11 Corn pan y IIIRISi4 Designer Job Number A NEMETSCHEK COMPANY Model Name Tower Engineering Solutions, LLC Project No. 10076184 263807-VZW MT LO H Dec 16, 2021 4:00 PM Checked By. Cold Formed Steel Design Parameters Label Sha a Length... Lb ft Lbzz ft Lcomp to... Lcom bo... L-tor ue ft Kyy Kzz Cb R aft Funct... No Data to Print ... Aluminum Design Parameters Label Shape Len th ft Lb ft Lbzz ft Lcom to ft Lcom bot ft L-tor u... Kyy Kzz Cb Function No Data to Print ... Joint Boundary Conditions Inint I ahel X Ik/inl Y Ik/inl 7 rk/inl X Rnt rk-ft1mril Y Rnt rk-ft/rnrfl 7 Rnt rk-ft/raril 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N24 Reaction Reaction Reaction Reaction Reaction Reaction 3 N47 Reaction Reaction Reaction Reaction Reaction Reaction Envelope Joint Reactions .Inint X nhl I r Y Ilhl I r 7 rlhl I r MX rk-ftl I r. MY rk-ftl I r KA7 rk-ftl I r 1 N 1 max 763.488 10 1553.615 23 1201.817 1 -1.38 64 2.315 10 -.187 66 2 min -763.601 4 435.802 69 -1124.195 7 -5.557 20 -2.315 4 -4.373 31 3 N24 max 1054.489 10 1433.603 19 778.741 2 1.973 16 2.177 6 5.072 16 4 min -987.402 4 413.626 64 -816.895 8 .436 70 -2.176 12 1.28 73 5 N47 max 927.753 10 1433.619 15 845.762 12 3.405 24 2.176 2 -1.03 68 6 min -994.728 4 413.679 73 -884.875 6 .846 69 -2.177 8 -4.245 24 7 Totals: max 2745.73 10 4419.956 16 2722.364 1 8 min -2745.731 4 1263.884 75 -2722.369 7 Envelope Member Section Forces Memher Sf (r Axialllhl LC v Shaarrlhl LC 7 Shearrlhl LC Tnrnuerk-__ LC v-v Mome__ LC 7-7 Mnme__ LC 1 M1 1 max 1201.817 1 1554.56 13 763.736 4 -.187 66 2.315 10 5.557 20 2 min -1124.195 7 435.509 69 -763.502 10 -4.373 31 -2.315 4 1.38 64 3 2 max 1201.817 1 1536.776 13 758.023 4 -.187 66 1.746 11 4.397 20 4 min -1124.195 7 429.073 69 -757.789 10 -4.373 31 -1.744 5 1.055 64 5 3 max 1126.581 1 1446.848 36 653.695 4 -.187 66 1.219 11 3.25 20 6 min -1048.959 7 400.411 69 -653.461 10 -4.373 31 -1.218 5 .734 64 7 4 max 1126.581 1 1435.729 36 649.461 3 -.187 66 .755 11 2.207 20 8 min -1048.959 7 393.975 69 -647.748 10 -4.373 31 -.755 5 .435 64 9 5 max 1126.581 1 1424.609 36 645.75 3 -.187 66 .384 12 1.177 20 10 min -1048.959 7 387.54 69 -643.809 9 -4.373 31 -.402 30 .14 64 11 MP4A 1 maxI 0 75 12.998 27 0 3 0 75 0 75 0 75 12 min 0 1 .008 65 -2.677 33 0 1 0 1 0 1 13 2 max 765.427 34 36.067 3 96.051 3 0 75 .247 25 .422 42 14 min 7.52 68 -13.367 10 -57.471 9 0 1 .017 67 .033 65 15 3 max 826.557 34 52.705 5 120.897 2 .028 4 .217 3 .41 41 16 min 42.902 68 -53.191 11 -82.528 8 -.028 10 -.151 9 -.086 10 17 4 max -4.821 75 11.242 4 11.705 7 0 75 .011 1 .011 4 18 min -17.426 13 -11.729 10 -11.355 1 0 1 -.012 7 -.012 10 19 5 max 0 75 -.075 64 .663 22 0 75 0 75 0 75 20 min 0 1 -1.452 28 .048 67 0 1 0 1 0 1 RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 12 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC v Shearrlbj LC z Shearrlbj LC Torquerk-... LC y-v Mome... LC z-z Mome... LC 21 MP1A 1 max 0 75 .022 31 0 12 0 75 0 75 0 75 22 min 0 1 -.063 14 -.082 18 0 1 0 1 0 1 23 2 max 29.138 24 21.156 6 102.348 12 0 75 -.017 73 .144 28 24 min 7.636 70 -44.234 12 -63.682 6 0 1 -.083 30 .033 75 25 3 max 46.565 24 19.692 7 112.34 12 0 75 .188 12 .196 26 26 min 12.458 70 -43.045 1 -73.673 6 0 1 -.187 6 -.04 9 27 4 max -4.821 75 11.548 4 11.584 7 0 75 .011 1 .012 4 28 min -17.426 13 -11.515 10 -11.518 1 0 1 -.012 7 -.011 10 29 5 max 0 75 .077 23 .151 18 0 75 0 75 0 75 30 min 0 1 -.072 30 .006 64 0 1 0 1 0 1 31 M4 1 max 0 75 .007 52 .007 12 0 75 0 75 0 75 32 min 0 1 -.008 58 -.004 2 0 1 0 1 0 1 33 2 max 70.765 5 -98.496 71 159.271 8 .234 33 .365 7 2.024 27 34 min -92.65 11 -922.525 34 -198.304 2 -.076 4 -.476 1 .194 74 35 3 max 332.884 4 -220.977 72 541.117 7 .351 21 1.243 7 5.132 27 36 min -355 10 -1133.879 29 -580.038 1 -.272 6 -1.476 1 .62 67 37 4 maxI 40.939 8 126.618 23 149.558 12 .133 12 .274 6 .459 24 38 min -64.047 2 37.383 70 -110.778 6 -.16 6 -.384 12 .11 70 39 5 max 0 75 .002 52 .002 12 0 75 0 75 0 75 40 min 0 1 -.002 2 -.005 2 0 1 0 1 0 1 41 M5 1 max 0 75 .06 31 -.005 64 0 75 0 75 0 75 42 min 0 1 .001 66 -.058 20 0 1 0 1 0 1 43 2 maxI 7.288 24 2.498 10 2.477 1 0 75 0 1 0 4 44 min 2.623 64 -2.484 4 -2.51 7 0 1 0 7 0 10 45 3 max 14.575 24 4.989 10 4.968 1 0 75 .002 1 .002 4 46 min 5.247 64 -4.976 4 -5.001 7 0 1 -.002 7 -.002 10 47 4 max -2.623 75 2.484 4 2.51 7 0 75 0 1 0 4 48 min -7.288 13 -2.498 10 -2.477 1 0 1 0 7 0 10 49 5 max 0 75 -.001 66 .058 20 0 75 0 75 0 75 50 min 0 1 -.06 31 .005 64 0 1 0 1 0 1 51 M6 1 max 180.901 2 895.78 34 67.192 4 .421 45 .09 10 .234 33 52 min -142.151 8 83.07 69 -89.064 10 -.031 3 -.082 4 -.076 4 53 2 max 180.901 2 895.78 34 67.192 4 .421 45 .082 10 .189 10 54 min -142.151 8 83.07 69 -89.064 10 -.031 3 -.075 4 -.089 4 55 3 maxI 180.901 2 895.78 34 67.192 4 .421 45 .073 10 .176 10 56 min -142.151 8 83.07 69 -89.064 10 -.031 3 -.069 4 -.102 4 57 4 max 180.901 2 895.78 34 67.192 4 .421 45 .065 10 .163 10 58 min -142.151 8 83.07 69 -89.064 10 -.031 3 -.063 4 -.116 4 59 5 max 180.901 2 895.78 34 67.192 4 .421 45 .057 10 .149 10 60 min -142.151 8 83.07 69 -89.064 10 -.031 3 -.057 4 -.129 40 61 M7 1 max 1116.617 1 1406.745 36 637.554 3 -.187 66 .384 12 1.177 20 62 min -1038.994 7 376.899 69 -634.823 9 -4.373 31 -.402 30 .14 64 63 2 max 1116.617 1 1406.745 36 637.554 3 -.187 66 .34 12 1.035 20 64 min -1038.994 7 376.899 69 -634.823 9 -4.373 31 -.395 30 .1 64 65 3 max 1116.617 1 1406.745 36 637.554 3 -.187 66 .296 12 .892 20 66 min -1038.994 7 376.899 69 -634.823 9 -4.373 31 -.387 30 .06 64 67 4 maxI 1116.617 1 1406.745 36 637.554 3 -.187 66 .251 12 .75 20 68 min -1038.994 7 376.899 69 -634.823 9 -4.373 31 -.379 30 .019 64 69 5 max 1116.617 1 1406.745 36 637.554 3 -.187 66 .239 1 .608 20 70 min -1038.994 7 376.899 69 -634.823 9 -4.373 31 -.374 31 -.042 2 71 M8 1 max 132.332 12 81.918 24 54.698 2 .197 36 .012 9 .16 6 72 min -93.525 6 22.037 69 -31.403 9 .014 6 -.02 2 -.133 12 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 13 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC v Shearrlbj LC z Shearrlbj LC Torquerk-... LC V-V Mome... LC z-z Mome... LC 73 2 max 132.332 12 81.918 24 54.698 2 .197 36 .009 9 .157 6 74 min -93.525 6 22.037 69 -31.403 9 .014 6 -.015 2 -.137 12 75 3 max 132.332 12 81.918 24 54.698 2 .197 36 .006 9 .154 6 76 min -93.525 6 22.037 69 -31.403 9 .014 6 -.01 2 -.141 12 77 4 max 132.332 12 81.918 24 54.698 2 .197 36 .003 9 .15 6 78 min -93.525 6 22.037 69 -31.403 9 .014 6 -.005 2 -.145 12 79 5 max 132.332 12 81.918 24 54.698 2 .197 36 0 41 .147 6 80 min -93.525 6 22.037 69 -31.403 9 .014 6 0 5 -.148 12 81 MP2A 1 max 0 75 .817 33 .336 1 0 75 0 75 0 75 82 min 0 1 -.337 4 -1.321 19 0 1 0 1 0 1 83 2 max 121.955 24 104.89 10 150.201 1 .077 10 .245 1 .186 4 84 min 22.741 64 -104.849 4 -150.682 7 -.077 4 -.298 7 -.186 10 85 3 max 260.151 24 144.664 10 201.816 1 .077 4 .673 1 .45 4 86 min 76.182 64 -144.622 4 -202.298 7 -.077 10 -.615 7 -.45 10 87 4 max -22.741 75 104.381 4 149.812 7 .077 4 .297 1 .186 4 88 min -121.955 13 -104.396 10 -149.607 1 -.077 10 -.246 7 -.186 10 89 5 maxI 0 75 .115 10 .751 13 0 75 0 75 0 75 90 min 0 1 -.294 29 -.053 7 0 1 0 1 0 1 91 M10 1 max 362.884 1 399.874 13 260.335 4 .054 55 .232 10 .251 19 92 min -362.884 7 103.572 70 -260.333 10 -.054 61 -.232 4 -.018 64 93 2 max 362.884 1 399.874 13 260.335 4 .054 55 .208 10 .214 19 94 min -362.884 7 103.572 70 -260.333 10 -.054 61 -.208 4 -.028 64 95 3 maxI 362.884 1 399.874 13 260.335 4 .054 55 .184 10 .177 19 96 min -362.884 7 103.572 70 -260.333 10 -.054 61 -.184 4 -.037 64 97 4 max 362.884 1 399.874 13 260.335 4 .054 55 .16 10 .14 19 98 min -362.884 7 103.572 70 -260.333 10 -.054 61 -.16 4 -.049 1 99 5 max 362.884 1 399.874 13 260.335 4 .054 55 .136 10 .103 19 100 min -362.884 7 103.572 70 -260.333 10 -.054 61 -.136 4 -.066 1 101 MP3A 1 maxI 0 75 1.636 34 .328 1 0 75 0 75 0 75 102 min 0 1 -.131 4 -1.382 19 0 1 0 1 0 1 103 2 max 121.955 24 105.127 10 150.194 1 .077 10 .245 1 .186 4 104 min 22.741 64 -104.642 4 -150.706 7 -.077 4 -.298 7 -.187 10 105 3 max 269.911 24 150.366 10 201.809 1 .077 4 .677 1 .457 4 106 min 79.654 64 -149.882 4 -202.321 7 -.077 10 -.611 7 -.459 10 107 4 max -22.741 75 104.304 4 149.809 7 .077 4 .297 1 .186 4 108 min -121.955 13 -104.47 10 -149.598 1 -.077 10 -.246 7 -.186 10 109 5 max 0 75 .041 10 .766 13 0 75 0 75 0 75 110 min 0 1 -.563 28 -.057 7 0 1 0 1 0 1 111 M 12 1 max 362.885 1 409.64 13 265.8 4 .058 67 .231 10 .248 19 112 min -362.885 7 107.043 70 -265.8 10 -.059 61 -.231 4 -.023 64 113 2 max 362.885 1 409.64 13 265.8 4 .058 67 .206 10 .21 19 114 min -362.885 7 107.043 70 -265.8 10 -.059 61 -.206 4 -.033 64 115 3 max 362.885 1 409.64 13 265.8 4 .058 67 .182 10 .172 19 116 min -362.885 7 107.043 70 -265.8 10 -.059 61 -.182 4 -.043 64 117 4 max 362.885 1 409.64 13 265.8 4 .058 67 .157 10 .134 19 118 min -362.885 7 107.043 70 -265.8 10 -.059 61 -.157 4 -.053 64 119 5 maxI 362.885 1 409.64 13 265.8 4 .058 67 .132 10 .097 19 120 min -362.885 7 107.043 70 -265.8 10 -.059 61 -.132 4 -.07 1 121 M 13 1 max 1127.133 9 1434.51 21 665.777 12 -.188 74 2.177 6 5.379 16 122 min -1049.666 3 413.629 65 -665.627 6 -.828 15 -2.176 12 1.358 73 123 2 max 1127.133 9 1416.726 21 660.064 12 -.188 74 1.696 7 4.309 16 124 min -1049.666 3 407.194 65 -659.914 6 -.828 15 -1.693 1 1.049 73 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 14 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC v Shearflbj LC z Shearrlbj LC Torquefk-... LC Y-v Mome... LC z-z Mome... LC 125 3 max 1127.133 9 1398.942 21 654.351 12 -.188 74 1.229 7 3.252 16 126 min -1049.666 3 400.758 65 -654.201 6 -.828 15 -1.226 1 .746 73 127 4 max 1127.133 9 1381.158 21 649.712 11 -.188 74 .764 7 2.209 16 128 min -1049.666 3 394.322 65 -648.488 6 -.828 15 -.762 1 .447 73 129 5 max 1127.133 9 1363.374 21 646.001 11 -.188 74 .39 8 1.179 16 130 min -1049.666 3 387.886 65 -644.269 5 -.828 15 -.389 2 .152 73 131 MP4C 1 max 0 75 -.006 75 -.002 5 0 75 0 75 0 75 132 min 0 1 -.114 17 -.051 23 0 1 0 1 0 1 133 2 max 27.162 18 65.148 11 40.004 5 0 75 .083 26 -.035 72 134 min 7.496 64 -43.266 5 -79.258 11 0 1 .02 66 -.142 33 135 3 max 135.909 18 108.151 11 61.25 7 .028 12 .11 5 .111 5 136 min 42.878 64 -86.268 5 -61.002 1 -.028 7 -.113 7 -.21 11 137 4 max -4.821 75 11.83 4 11.596 7 0 75 .011 1 .012 4 138 min -17.426 13 -11.285 10 -11.348 1 0 1 -.012 7 -.011 10 139 5 max 0 75 .968 17 .396 24 0 75 0 75 0 75 140 min 0 1 .081 74 .031 69 0 1 0 1 0 1 141 MP1 C 1 max 0 75 .011 8 .093 13 0 75 0 75 0 75 142 min 0 1 -.04 14 .006 69 0 1 0 1 0 1 143 2 max 29.141 20 110.312 8 16.769 1 0 75 .134 13 .012 4 144 min 7.696 65 -65.457 2 -16.604 7 0 1 .039 68 -.012 10 145 3 max 46.567 20 116.08 8 28.307 1 0 75 .143 13 .143 2 146 min 12.517 65 -71.226 2 -28.142 7 0 1 -.046 7 -.232 8 147 4 max -4.821 75 11.568 4 11.506 7 0 75 .012 1 .012 4 148 min -17.426 13 -11.528 10 -11.567 1 0 1 -.011 7 -.012 10 149 5 max 0 75 .094 14 -.009 70 0 75 0 75 0 75 150 min 0 1 0 8 -.137 18 0 1 0 1 0 1 151 M 16 1 maxI 0 75 .008 56 .007 8 0 75 0 75 0 75 152 min 0 1 -.007 62 -.004 10 0 1 0 1 0 1 153 2 max 71.118 1 -98.391 67 159.722 4 .202 5 .367 3 .704 23 154 min -93.011 7 -306.934 17 -198.752 10 -.075 12 -.478 9 .19 70 155 3 max 333.14 12 -220.9 67 541.754 3 .352 17 1.246 3 2.139 23 156 min -355.26 6 -761.672 13 -580.664 9 -.271 2 -1.48 9 .624 74 157 4 maxI 41.157 4 126.616 19 149.175 8 .133 8 .273 2 .459 20 158 min -64.188 10 37.45 65 -110.545 2 -.16 2 -.383 8 .113 66 159 5 max 0 75 .002 8 .002 8 0 75 0 75 0 75 160 min 0 1 -.003 62 -.005 10 0 1 0 1 0 1 161 M 17 1 max 0 75 -.005 73 .013 16 0 75 0 75 0 75 162 min 0 1 -.058 16 0 70 0 1 0 1 0 1 163 2 max 7.288 24 2.476 10 2.494 1 0 75 0 1 0 4 164 min 2.623 64 -2.511 4 -2.489 7 0 1 0 7 0 10 165 3 max 14.575 24 4.968 10 4.985 1 0 75 .002 1 .002 4 166 min 5.247 64 -5.002 4 -4.98 7 0 1 -.002 7 -.002 10 167 4 max -2.623 75 2.511 4 2.489 7 0 75 0 1 0 4 168 min -7.288 13 -2.476 10 -2.494 1 0 1 0 7 0 10 169 5 max 0 75 .058 16 0 70 0 75 0 75 0 75 170 min 0 1 .005 73 -.013 17 0 1 0 1 0 1 171 M18 1 max 181.341 10 262.539 20 67.444 12 .119 5 .09 6 .202 5 172 min -142.605 4 83.134 65 -89.33 6 -.031 11 -.082 12 -.075 12 173 2 max 181.341 10 262.539 20 67.444 12 .119 5 .082 6 .189 5 174 min -142.605 4 83.134 65 -89.33 6 -.031 11 -.076 12 -.088 12 175 3 max 181.341 10 262.539 20 67.444 12 .119 5 .073 6 .175 5 176 min -142.605 4 83.134 65 -89.33 6 -.031 11 -.069 12 -.101 12 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 15 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC y Shearflbj LC z Shearrlbj LC Torquefk-... LC Y-v Mome... LC z-z Mome... LC 1771 4 max 181.341 10 262.539 20 67.444 12 .119 5 .065 6 .162 5 178 min -142.605 4 83.134 65 -89.33 6 -.031 11 -.063 12 -.115 12 179 5 max 181.341 10 262.539 20 67.444 12 .119 5 .057 6 .149 5 180 min -142.605 4 83.134 65 -89.33 6 -.031 11 -.057 12 -.128 12 181 M19 1 max 1117.168 9 1334.865 21 637.847 11 -.188 74 .39 8 1.179 16 182 min -1039.701 3 377.311 66 -635.24 5 -.828 15 -.389 2 .152 73 183 2 max 1117.168 9 1334.865 21 637.847 11 -.188 74 .346 8 1.036 16 184 min -1039.701 3 377.311 66 -635.24 5 -.828 15 -.345 2 .112 73 185 3 max 1117.168 9 1334.865 21 637.847 11 -.188 74 .302 8 .894 16 186 min -1039.701 3 377.311 66 -635.24 5 -.828 15 -.301 2 .072 73 187 4 max 1117.168 9 1334.865 21 637.847 11 -.188 74 .258 8 .752 16 188 min -1039.701 3 377.311 66 -635.24 5 -.828 15 -.257 2 .027 10 189 5 max 1117.168 9 1334.865 21 637.847 11 -.188 74 .243 9 .609 16 190 min -1039.701 3 377.311 66 -635.24 5 -.828 15 -.239 3 -.043 10 191 M20 1 max 131.95 8 81.915 20 54.835 10 .175 20 .012 5 .16 2 192 min -93.291 2 22.19 66 -31.795 5 .015 2 -.02 10 -.133 8 193 2 maxI 131.95 8 81.915 20 54.835 10 .175 20 .009 5 .157 2 194 min -93.291 2 22.19 66 -31.795 5 .015 2 -.015 10 -.136 8 195 3 max 131.95 8 81.915 20 54.835 10 .175 20 .006 5 .153 2 196 min -93.291 2 22.19 66 -31.795 5 .015 2 -.01 10 -.14 8 197 4 max 131.95 8 81.915 20 54.835 10 .175 20 .003 5 .15 2 198 min -93.291 2 22.19 66 -31.795 5 .015 2 -.005 10 -.144 8 199 5 max 131.95 8 81.915 20 54.835 10 .175 20 0 3 .146 2 200 min -93.291 2 22.19 66 -31.795 5 .015 2 0 10 -.147 8 201 MP2C 1 max 0 75 .318 10 .657 14 0 75 0 75 0 75 202 min 0 1 -1.157 16 -.324 8 0 1 0 1 0 1 203 2 max 121.955 24 138.846 10 120.494 2 .077 6 .23 2 .273 4 204 min 22.741 64 -139.28 4 -120.292 8 -.077 12 -.203 8 -.227 10 205 3 maxI 260.151 24 187.5 10 162.63 2 .077 12 .501 2 .57 4 206 min 76.182 64 -187.934 4 -162.427 8 -.077 6 -.53 8 -.621 10 207 4 max -22.741 75 138.477 4 119.786 8 .077 12 .204 2 .228 4 208 min -121.955 13 -138.293 10 -119.875 2 -.077 6 -.229 8 -.272 10 209 5 max 0 75 .655 22 .093 2 0 75 0 75 0 75 210 min 0 1 -.051 4 -.377 20 0 1 0 1 0 1 211 M22 1 maxI 362.884 9 399.868 21 260.337 12 .054 63 .232 6 .251 15 212 min -362.885 3 103.611 66 -260.336 6 -.054 57 -.232 12 -.018 72 213 2 max 362.884 9 399.868 21 260.337 12 .054 63 .208 6 .214 15 214 min -362.885 3 103.611 66 -260.336 6 -.054 57 -.208 12 -.028 72 215 3 max 362.884 9 399.868 21 260.337 12 .054 63 .184 6 .177 15 216 min -362.885 3 103.611 66 -260.336 6 -.054 57 -.184 12 -.037 72 217 4 max 362.884 9 399.868 21 260.337 12 .054 63 .16 6 .14 15 218 min -362.885 3 103.611 66 -260.336 6 -.054 57 -.16 12 -.049 9 219 5 max 362.884 9 399.868 21 260.337 12 .054 63 .136 6 .103 15 220 min -362.885 3 103.611 66 -260.336 6 -.054 57 -.136 12 -.066 9 221 MP3C 1 max 0 75 .215 10 .352 2 0 75 0 75 0 75 222 min 0 1 -1.626 16 -.518 8 0 1 0 1 0 1 223 2 maxI 121.955 24 138.743 10 120.32 2 .077 6 .229 2 .273 4 224 min 22.741 64 -139.424 4 -120.485 8 -.077 12 -.204 8 -.227 10 225 3 max 269.911 24 188.764 10 163.64 2 .077 12 .5 2 .569 4 226 min 79.654 64 -189.446 4 -163.805 8 -.077 6 -.535 8 -.626 10 227 4 max -22.741 75 138.516 4 119.847 8 .077 12 .204 2 .228 4 228 min -121.955 13 -138.251 10 -119.807 2 -.077 6 -.229 8 -.272 10 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 16 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC v Shearrlbj LC z Shearrlbj LC Torquerk-... LC y-V Mome... LC z-z Mome... LC 2291 5 max 0 75 .878 22 .161 2 0 75 0 75 0 75 230 min 0 1 -.012 4 -.121 8 0 1 0 1 0 1 231 M24 1 max 362.884 9 409.64 21 265.801 12 .058 75 .231 6 .248 15 232 min -362.884 3 107.079 66 -265.801 6 -.059 57 -.231 12 -.023 72 233 2 max 362.884 9 409.64 21 265.801 12 .058 75 .206 6 .21 15 234 min -362.884 3 107.079 66 -265.801 6 -.059 57 -.206 12 -.033 72 235 3 max 362.884 9 409.64 21 265.801 12 .058 75 .182 6 .172 15 236 min -362.884 3 107.079 66 -265.801 6 -.059 57 -.182 12 -.043 72 237 4 max 362.884 9 409.64 21 265.801 12 .058 75 .157 6 .134 15 238 min -362.884 3 107.079 66 -265.801 6 -.059 57 -.157 12 -.053 72 239 5 max 362.884 9 409.64 21 265.801 12 .058 75 .132 6 .097 15 240 min -362.884 3 107.079 66 -265.801 6 -.059 57 -.132 12 -.07 9 241 M25 1 max 1127.125 5 1434.526 17 665.859 8 -.158 29 2.176 2 5.379 24 242 min -1049.652 11 413.295 74 -665.537 2 -.826 23 -2.177 8 1.332 68 243 2 max 1127.125 5 1416.742 17 660.146 8 -.158 29 1.69 3 4.309 24 244 min -1049.652 11 406.859 74 -659.824 2 -.826 23 -1.689 9 1.023 68 245 3 maxI 1127.125 5 1398.958 17 654.433 8 -.158 29 1.223 3 3.252 24 246 min -1049.652 11 400.423 74 -654.111 2 -.826 23 -1.223 9 .719 68 247 4 max 1127.125 5 1381.174 17 650.161 7 -.158 29 .759 3 2.208 24 248 min -1049.652 11 393.988 74 -648.398 2 -.826 23 -.759 9 .42 68 249 5 max 1127.125 5 1363.39 17 646.45 7 -.158 29 .383 4 1.178 24 250 min -1049.652 11 387.552 74 -644.541 1 -.826 23 -.383 10 .125 68 251 MP4B 1 max 0 75 .018 1 .122 13 0 75 0 75 0 75 252 min 0 1 -.014 7 .008 69 0 1 0 1 0 1 253 2 max 27.16 14 55.65 1 17.465 1 0 75 -.039 71 .012 4 254 min 7.547 71 -100.417 7 -16.79 7 0 1 -.132 20 -.012 10 255 3 max 135.908 14 69.144 4 67.12 1 .028 8 .07 1 .163 7 256 min 42.929 71 -102.757 6 -66.444 7 -.028 3 -.148 7 -.149 1 257 4 max -4.821 75 11.462 4 11.234 7 0 75 .012 1 .011 4 258 min -17.426 13 -11.52 10 -11.83 1 0 1 -.011 7 -.012 10 259 5 max 0 75 .055 8 -.093 70 0 75 0 75 0 75 260 min 0 1 -.171 14 -1.025 21 0 1 0 1 0 1 261 MP1 B 1 max 0 75 .1 22 .011 10 0 75 0 75 0 75 262 min 0 1 .005 68 -.028 28 0 1 0 1 0 1 263 2 maxI 29.155 16 44.828 10 50.609 10 0 75 -.019 74 -.036 68 264 min 7.667 74 -66.774 4 -89.929 4 0 1 -.253 32 -.438 33 265 3 max 46.582 16 56.365 10 50.609 10 0 75 .062 10 .093 4 266 min 12.488 74 -78.312 4 -89.929 4 0 1 -.229 28 -.469 34 267 4 max -4.821 75 11.51 4 11.536 7 0 75 .012 1 .011 4 268 min -17.426 13 -11.583 10 -11.54 1 0 1 -.012 7 -.012 10 269 5 max 0 75 -.009 67 .017 28 0 75 0 75 0 75 270 min 0 1 -.165 22 -.02 10 0 1 0 1 0 1 271 M28 1 max 0 75 .007 60 .006 4 0 75 0 75 0 75 272 min 0 1 -.007 54 -.004 6 0 1 0 1 0 1 273 2 max 71.153 9 -98.408 73 159.037 12 .201 2 .365 11 .703 19 274 min -92.962 3 -306.935 13 -197.925 6 -.074 8 -.476 5 .191 65 275 3 maxI 333.359 8 -220.958 73 541.2 11 .352 13 1.243 11 2.138 19 276 min -355.394 2 -761.671 21 -579.978 5 -.381 34 -1.476 5 .624 71 277 4 max 41.299 12 126.633 15 149.996 4 .134 4 .275 10 .562 28 278 min -64.42 6 37.427 74 -111.221 10 -.314 34 -.386 4 .108 74 279 5 max 0 75 .002 4 .002 4 0 75 0 75 0 75 280 min 0 1 -.002 6 -.005 6 0 1 0 1 0 1 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 17 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC v Shearrlbj LC z Shearrlbj LC Torquerk-... LC y-v Mome... LC z-z Mome... LC 281 M29 1 max 0 75 .04 24 .044 24 0 75 0 75 0 75 282 min 0 1 .003 68 .004 70 0 1 0 1 0 1 283 2 max 7.288 24 2.503 10 2.506 1 0 75 0 1 0 4 284 min 2.623 64 -2.482 4 -2.479 7 0 1 0 7 0 10 285 3 max 14.575 24 4.994 10 4.998 1 0 75 .002 1 .002 4 286 min 5.247 64 -4.973 4 -4.97 7 0 1 -.002 7 -.002 10 287 4 max -2.623 75 2.482 4 2.479 7 0 75 0 1 0 4 288 min -7.288 13 -2.503 10 -2.506 1 0 1 0 7 0 10 289 5 max 0 75 -.003 68 -.004 70 0 75 0 75 0 75 290 min 0 1 -.04 24 -.044 24 0 1 0 1 0 1 291 M30 1 max 180.525 6 262.538 16 67.661 8 .118 1 .09 2 .201 2 292 min -141.922 12 83.085 74 -89.461 2 -.03 7 -.082 8 -.074 8 293 2 max 180.525 6 262.538 16 67.661 8 .118 1 .082 2 .188 2 294 min -141.922 12 83.085 74 -89.461 2 -.03 7 -.076 8 -.087 8 295 3 max 180.525 6 262.538 16 67.661 8 .118 1 .073 2 .175 2 296 min -141.922 12 83.085 74 -89.461 2 -.03 7 -.069 8 -.101 8 297 4 max 180.525 6 262.538 16 67.661 8 .118 1 .065 2 .161 2 298 min -141.922 12 83.085 74 -89.461 2 -.03 7 -.063 8 -.114 8 299 5 max 180.525 6 262.538 16 67.661 8 .118 1 .057 2 .148 2 300 min -141.922 12 83.085 74 -89.461 2 -.03 7 -.057 8 -.127 8 301 M31 1 max 1117.16 5 1334.882 17 638.299 7 -.158 29 .383 4 1.178 24 302 min -1039.687 11 376.831 74 -635.51 1 -.826 23 -.383 10 .125 68 303 2 max 1117.16 5 1334.882 17 638.299 7 -.158 29 .339 4 1.036 24 304 min -1039.687 11 376.831 74 -635.51 1 -.826 23 -.339 10 .085 68 305 3 max 1117.16 5 1334.882 17 638.299 7 -.158 29 .294 4 .894 24 306 min -1039.687 11 376.831 74 -635.51 1 -.826 23 -.295 10 .044 68 307 4 max 1117.16 5 1334.882 17 638.299 7 -.158 29 .25 4 .751 24 308 min -1039.687 11 376.831 74 -635.51 1 -.826 23 -.251 10 .004 68 309 5 max 1117.16 5 1334.882 17 638.299 7 -.158 29 .242 29 .609 24 310 min -1039.687 11 376.831 74 -635.51 1 -.826 23 -.233 11 -.042 6 311 M32 1 max 132.77 4 81.931 16 55.082 6 .422 28 .012 1 .314 34 312 min -93.969 10 22.052 74 -31.752 1 .014 10 -.02 6 -.134 4 313 2 maxI 132.77 4 81.931 16 55.082 6 .422 28 .009 1 .311 34 314 min -93.969 10 22.052 74 -31.752 1 .014 10 -.015 6 -.138 4 315 3 max 132.77 4 81.931 16 55.082 6 .422 28 .006 1 .307 34 316 min -93.969 10 22.052 74 -31.752 1 .014 10 -.01 6 -.142 4 317 4 max 132.77 4 81.931 16 55.082 6 .422 28 .003 1 .304 34 318 min -93.969 10 22.052 74 -31.752 1 .014 10 -.005 6 -.145 4 319 5 max 132.77 4 81.931 16 55.082 6 .422 28 0 6 .301 34 320 min -93.969 10 22.052 74 -31.752 1 .014 10 0 7 -.149 4 321 MP2B 1 max 0 75 1.122 22 .718 24 0 75 0 75 0 75 322 min 0 1 -.32 4 -.322 6 0 1 0 1 0 1 323 2 max 121.955 24 139.24 10 120.564 12 .077 2 .23 12 .227 4 324 min 22.741 64 -138.848 4 -120.29 6 -.077 8 -.203 6 -.273 10 325 3 max 260.151 24 187.895 10 162.7 12 .077 8 .501 12 .621 4 326 min 76.182 64 -187.502 4 -162.426 6 -.077 2 -.53 6 -.57 10 327 4 max -22.741 75 138.293 4 119.785 6 .077 8 .204 12 .272 4 328 min -121.955 13 -138.463 10 -119.9 12 -.077 2 -.229 6 -.228 10 329 5 max 0 75 .065 10 .068 1 0 75 0 75 0 75 330 min 0 1 -.641 16 -.402 19 0 1 0 1 0 1 331 M34 1 max 362.884 5 399.868 17 260.336 8 .054 59 .232 2 .251 23 332 min -362.884 11 103.537 74 -260.335 2 -.054 53 -.232 8 -.018 68 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 18 Company Tower Engineering Solutions, LLC Dec 16, 2021 IIIRISi4 Designer Checked Job Number Project No. 10076184 Checkeke d By._ A NEMETSCHEK COMPANY Model Name 263807-VZW_MT_LO_H Envelope Member Section Forces (Continued) Member Sec A)aalpbj LC y Shearrlbj LC z Shearrlbj LC Torquerk-... LC V-V Mome... LC z-z Mome... LC 3331 2 max 362.884 5 399.868 17 260.336 8 .054 59 .208 2 .214 23 334 min -362.884 11 103.537 74 -260.335 2 -.054 53 -.208 8 -.028 68 335 3 max 362.884 5 399.868 17 260.336 8 .054 59 .184 2 .177 23 336 min -362.884 11 103.537 74 -260.335 2 -.054 53 -.184 8 -.037 68 337 4 max 362.884 5 399.868 17 260.336 8 .054 59 .16 2 .14 23 338 min -362.884 11 103.537 74 -260.335 2 -.054 53 -.16 8 -.049 5 339 5 max 362.884 5 399.868 17 260.336 8 .054 59 .136 2 .103 23 340 min -362.884 11 103.537 74 -260.335 2 -.054 53 -.136 8 -.066 5 341 MP3B 1 max 0 75 .759 22 1.466 24 0 75 0 75 0 75 342 min 0 1 -.416 4 -.134 6 0 1 0 1 0 1 343 2 max 121.955 24 139.142 10 120.775 12 .077 2 .23 12 .227 4 344 min 22.741 64 -138.944 4 -120.102 6 -.077 8 -.203 6 -.273 10 345 3 max 269.911 24 189.163 10 164.094 12 .077 8 .502 12 .627 4 346 min 79.654 64 -188.965 4 -163.422 6 -.077 2 -.533 6 -.568 10 347 4 max -22.741 75 138.32 4 119.715 6 .077 8 .204 12 .272 4 348 min -121.955 13 -138.418 10 -119.964 12 -.077 2 -.229 6 -.228 10 349 5 maxI 0 75 .109 10 .004 12 0 75 0 75 0 75 350 min 0 1 -.444 16 -.774 18 0 1 0 1 0 1 351 M36 1 max 362.885 5 409.638 17 265.8 8 .058 71 .231 2 .248 23 352 min -362.884 11 107.007 74 -265.799 2 -.059 53 -.231 8 -.023 68 353 2 max 362.885 5 409.638 17 265.8 8 .058 71 .206 2 .21 23 354 min -362.884 11 107.007 74 -265.799 2 -.059 53 -.206 8 -.033 68 355 3 maxI 362.885 5 409.638 17 265.8 8 .058 71 .182 2 .172 23 356 min -362.884 11 107.007 74 -265.799 2 -.059 53 -.182 8 -.043 68 357 4 max 362.885 5 409.638 17 265.8 8 .058 71 .157 2 .134 23 358 min -362.884 11 107.007 74 -265.799 2 -.059 53 -.157 8 -.053 68 359 5 max 362.885 5 409.638 17 265.8 8 .058 71 .132 2 .097 23 360 min -362.884 11 107.007 74 -265.799 2 -.059 53 -.132 8 -.07 5 361 M37 1 maxI 56.368 10 10.557 24 5.338 9 -.041 65 0 75 0 75 362 min -101.462 4 2.921 64 -5.338 3 -.505 33 0 1 0 1 363 2 max 57.369 10 5.278 24 2.669 9 -.041 65 .002 9 -.001 75 364 min -102.463 4 1.46 64 -2.669 3 -.505 33 -.002 3 -.005 13 365 3 max 58.37 10 0 75 0 75 -.041 65 .003 9 -.002 75 366 min -103.463 4 0 1 0 1 -.505 33 -.003 3 -.006 13 367 4 maxI 59.371 10 -1.46 75 2.669 3 -.041 65 .002 9 -.001 75 368 min -104.464 4 -5.278 13 -2.669 9 -.505 33 -.002 3 -.005 13 369 5 max 60.372 10 -2.921 75 5.338 3 -.041 65 0 75 0 75 370 min -105.465 4 -10.557 13 -5.338 9 -.505 33 0 1 0 1 371 M38 1 max 56.103 5 10.557 24 5.338 5 -.041 74 0 75 0 75 372 min -101.087 11 2.921 64 -5.338 11 -.165 28 0 1 0 1 373 2 max 56.854 6 5.278 24 2.669 5 -.041 74 .002 5 -.001 75 374 min -101.949 12 1.46 64 -2.669 11 -.165 28 -.002 11 -.005 13 375 3 max 57.855 6 0 75 0 75 -.041 74 .003 5 -.002 75 376 min -102.95 12 0 1 0 1 -.165 28 -.003 11 -.006 13 377 4 max 58.856 6 -1.46 75 2.669 11 -.041 74 .002 5 -.001 75 378 min -103.951 12 -5.278 13 -2.669 5 -.165 28 -.002 11 -.005 13 379 5 maxI 59.857 6 -2.921 75 5.338 11 -.041 74 0 75 0 75 380 min -104.951 12 -10.557 13 -5.338 5 -.165 28 0 1 0 1 381 M39 1 max 55.584 2 10.557 24 5.338 1 -.04 70 0 75 0 75 382 min -100.506 8 2.921 64 -5.338 7 -.132 24 0 1 0 1 383 2 max 56.585 2 5.278 24 2.669 1 -.04 70 .002 1 -.001 75 384 min -101.507 8 1.46 64 -2.669 7 -.132 24 -.002 7 -.005 13 RISA-3D Version 17.0.4[CA...\...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 19 OZ 95ed [p£a'H O- 1W MZn-L08£9Z\Sal! lapoW\...............\...\...\...\...\...\...vOl VO'L4 uOISJGA GE-VSIb •• luud 01 elea ON UO3 gO...Zun.!4 ... un..!q ...uWM!q ...uW.!q .. lud.Iq ...oud�!q Ol a!4 33 aol ... aLagS Ol 11 ao-1 ...0 apoo a eqS aagwaW siloayo apoC) wnuiwnlb' BupynG - o3Z17 =SJt-bINOb' VV a olanu3 •• }ulid 01 a}ea ON UID3 q0 Ig ... 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ZL8'4 ZL8'4 0UZE ...WK E t, 6ZO' 6 Z 48Z' 0'Z 3dId VvdW Z 9-EH " 4W% 49V9M96E4"'EVU 4E 0 69E' 6Z 0 909' tXtXtSSH 4W 4 uud ".Nu "*Nu d.K!4u d.K!4u 114Juu I Mud4J ard45 u I ILIO4J ewi due45 a�ALuopj siloayo apoo laa.lS (73217 gk-09£ y15k OSIV a olanu3 4 0 4 0 vZ Z£4'- 4 8EE'S- E4 LSS'04- 8 609't04- ulw 06E 9L 0 9L 0 OL VO'- L 8EE'9 9L 4Z6'Z- Z L89'69 Xew 9 68E SL 900'- L ZOO'- vZ Z£4'- 4 6997- £ 4 8LZ'S- 8 609'EO 4- ulw 88E 9L 400'- 4 ZOO' OL tO'- L 6997 9L 9V 4- Z 989'89 Xew V LSE E4 900'- L E00'- vZ ZE4'- 4 0 4 0 8 809'Z04- ul 98E SL ZOO'- 4 E00' OL V0'- 9L 0 9L 0 Z 98919 Xew E S8E J I ttwun L-L j I OWU" n-n J I -)IJd[IuaUl J I L41Jae04ti I J I L411ARdgS ^ J I LgUjt:1XV OdS JcK4Wd" panu►}uoo saoao3 uolloaS aagwaW a olanu3 -:As pa�oago Ad OO:b 4ZOZ `94 oaa H O-1 1W MZn-L09£9Z b849L004'ON 1000id 0-n `suo!lnIoS 6uuaau!Bu3 Jamol aweN !apOW ANVdWOO N3HOS13W3NV JagwnN qof Jau6!sa�c*ap a A ued woo Corn pan y IIIRISi4 Designer Job Number A NEMETSCHEK COMPANY Model Name Wood Wall Panel Parameters Tower Engineering Solutions, LLC Project No. 10076184 263807-VZW MT LO H Dec 16, 2021 4:00 PM Checked By._ Label Top Plate Sill Plate Studs Min Stud S ... Max Stud S ...Green Lumb... Header Size Header Matl 1 Typical 2-2X6 I 2X6 F 2X6 16 16 6x8 Same as Wall Additional Wood Wall Panel Parameters Label Schedule Min. Pan ... Max Pa... Double S..Max Nail..Min. Nail ... HD Chor...HD Chor...Hold Do... Chord Strap Eccen... 1 1 Typical JIBC2012 Pa... 1 .375 1 .75 Optimum I 6-in. I 2-in. 2-2X6 ISame as.. SIMPSO.. SIMPSON C. Yes RISA-3D Version 17.0.4[CA ... \...\...\...\...\...\...\...\...\...\...\Model Files\263807-VZW MT LO H.r3d] Page 21