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HomeMy WebLinkAboutDE125 Indian River Estates 10126629 MRSFL015936 - Antenna mount analysis (11-05-18) MRSFL015936 APX Engineering Group, LLC www.apxengineering.com 3400 Lakeside Drive, Suite 525 Florida COA #31948 Miramar, FL 33027 (954) 744-1538 November 5, 2018 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 Subject: Structural Analysis – Antenna Mount (3C) Carrier Designation: AT&T: Indian River Estates [FA# 10126629] APX Project: 18-0163.66 Site Information: 353 US Highway 1 Port Saint Lucie, Saint Lucie County, FL 34952 Latitude 27.348767° N, Longitude 80.326917° W Existing Antenna Mount Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject antenna mount is able to support certain proposed loads. It is our understanding that AT&T, who retained MasTec Network Solutions (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 160 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions and recommendations noted, it is our opinion that the subject structure will support the proposed loading. This report has been prepared for the purpose of providing a structural evaluation of the subject structure for the loading conditions indicated. It is intended for the exclusive use of MNS and AT&T. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without express written authorization from APX. We appreciate the opportunity to provide our professional services to you and look forward to continuing our relationship. If we can be of any further assistance, please do not hesitate to contact us. Sincerely, APX Engineering Group, LLC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 Members: Pass at 37.1%, Connections: Pass at 37.9% AT&T: Indian River Estates [FA# 10126629] Structural Analysis Report APX Engineering Group, LLC 2 Table 1: Criteria Criterion Description Building Code Florida Building Code, 6th Edition (2017) with Palm Beach County Amendments Standard - Loads TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas (FBC 3108.1) Standard - Steel AISC LRFD 14th Edition Risk Category II Ultimate Wind Speed 160 mph, 3-Second Gust (FBC Figure 1609.3 (1)) Nominal Wind Speed 124 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class II (I = 1.0) Topo. Category 1 Crest Height Zero Feet Structure Type Mount Table 2: Supporting Information Date Description By October 11, 2018 Radio Frequency Data Sheet (RFDS) AT&T August 7, 2018 TARP Mount Technical Directive – R9 AT&T November 7, 2013 Antenna Mount Specifications Connect-IT Wireless Various Miscellaneous Information AT&T / MNS Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All existing components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipment/appurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. 5. The existing antenna mount is a Connect-IT Wireless #LPP14 platform mount. If any of the above assumptions are not valid or have been made in error, these calculations may be affected, and APX should be allowed to review any new information to determine its effect on the structural integrity of the subject structure. Recommendations 1. Check all bolts for proper tightening in accordance with AISC “Snug-Tight” method prior to installation of proposed equipment. Design ParametersPage 1 of 1Wind Speed, Vasd =mph(TIA 2.6.1 and Annex B) I =(TIA Table 2-3)Kz,min =(TIA Table 2-4)Exposure =(TIA 2.6.5)Gh =(TIA 2.6.9)Ke =(TIA Table 2-4)f =(TIA Table 2-5)Structure Class =(TIA Table 2-1)Zg =(TIA Table 2-4)Kt =(TIA Table 2-5)e =(Nat. Log Base)Topo Category(TIA 2.6.6.2) =(TIA Table 2-4)Kh =(TIA 2.6.6.4)Ka =(TIA 2.6.9.2)H = ft(Crest Height Above Surrounding Terrain)Structure Type =Ca =(Force Coefficient, TIA Table 2-8)Skew 1, θ1 =(TIA Figure 2-4)h =ft(Height of Structure)qz =0.00256KzKztKdV2I(Velocity Pressure, TIA 2.6.9.6)Skew 2, θ2 =(TIA Figure 2-4)F =qzGh(EPA)A(TIA 2.6.9.2)Wind LoadSkew of θ2FFrontFSideFFrontFSide000.00--49.219.7 19.7-49.2-####0.0#### ######## #### ####0.851.0N/AN/AN/A2.721.0Mount3001.00CIISee BelowSee Below0°0°1N/A14'6" low profile platform w/o handrails (round)-----00.29 0.06 1.32 1.0 0.95 49.2120 0 0 0.59PlatformSkew of θ11.32 1.0 0.95FSide (lbs)Ka-1.0 - 859 859 - -1.32 1.0 0.95 49.20.0549.2 1.0 -1.326363Definitions: Panel = Panel or Directional Antenna, Omni = Omni-Directional Antenna, Dish = Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier---0000.0NOT USED - 120Typez (ft)A (ft2)CACSCMKzKztKd--NOT USED -0.0NOT USED - 120 0 0 0 N#### #####DIV/0! #DIV/0!#### ####N 1.0 1.32 1.0 0.95#####DIV/0! #DIV/0!120 0 0 00.95 49.2 ####1.01.321.00.0#### #####DIV/0! #DIV/0!#### ####49.2NOT USED - 120 0 0 0#### ####N 1.0 1.32 1.0 0.95 49.2NOT USED -63 63.120.00.70 0.7063 6363 63Y 1.0 1.32 1.0 0.95 49.2Raycap DC6-48-60-18-8F squid OVP 120 2.0 0.92 0.9263 63 63.120.01.0 0.95 49.2 0.70 0.7063NOT USED - 120 0 0 0 N 1.0Raycap DC6-48-60-18-8C-EV squid OVP 120 2.0 0.92 0.92 Y 1.081.246.01.0 0.95 49.2 1.21 1.20341.32 1.0 0.95 49.2 #### ####0.0#### #####DIV/0! #DIV/0!#### ####Ericsson RRU 4415 B30 (Side) Radio 120 1.25 0.45 1.1 N 1.0 1.3270.057N 1.0 1.328157 81 57 81.21.32 1.0 0.95 49.2 1.20 1.208157 81 57 81.270.01.00.78 1.1 N 1.0#DIV/0! #DIV/0!#### #### ####1.32 1.0 0.95 49.2 #### ####55.1349 181NOT USED - 120 0 0 0 N 1.01.44 349 181 3491.0 1.32 1.0 0.95 49.2 1.250.0####Wt. (lbs)Kathrein/Scala 800-10964K Panel 120 4.92 1.67 0.58KzKztKdqz (psf)Ca FrontD (ft)Round ?Ka492 202 83.81.32 1.0 0.95 49.2 1.22 1.45AppurtenanceTypez (ft)H (ft)W (ft)NOT USED - 120 0.00 0Kathrein/Scala 800-10864K Panel 120 4.59 1.23Ericsson RRU 4449 B5/B12 (Side) Radio 120 1.25 0.78120Ericsson RRU 8843 B25/B66A (Side)Radio 120Wind Load - AppurtenanceIn Accordance With The TIA-222-G StandardAT&T Indian River Estates [FA# 10126629], 18-0163.66 M. Phillips, November 2018APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 330271249009.50.59 0.29 0.06 1.32 1.0 0.95 49.2 - -Ca SideFFront (lbs)FSide (lbs)0.55 NN1.01.1492 202 492 202DishMountTypez (ft)(EPA)N (ft2)(EPA)T (ft2)(EPA)A (ft2)- - 17.46- - 0.001KzKztKdqz (psf)FFront (lbs)1811.25--FFront (plf)FSide (plf)-D (ft)qz (psf)-FAM (lbs)FSM (lbs)MM (lb-ft)Wt. (lbs)--0.95 49.2 1.20 1.20578134 81 34 APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis 3D RENDERED VIEW SK - 1 Nov 5, 2018 at 11:32 AM Indian River Estates - Antenna Mo... Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis JOINT NUMBERS SK - 2 Nov 5, 2018 at 11:32 AM Indian River Estates - Antenna Mo... N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N110 N111 N105A N106 N114 N123 N124 SQUID1 SQUID3 SQUID2 N148 N149B N150 N151 N152 N153 N154 N155 N156 N157 N158 N159 N160 N161 N162 N163 N164 N165 N166 N167 N168 N169 N170 N171 N99 N107 N115 N69 N70 N71 N72 N76 N77 N78 N84 N85 N86 N89 N91 N92 N93 N94 N98 N99A N100 N106A N107A N108 N111A N113 N114A N115A N116 N120 N121 N122 N128 N129 N130 N133 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER NUMBERS SK - 3 Nov 5, 2018 at 11:32 AM Indian River Estates - Antenna Mo... M4 M 5M6M7 M8M9 M 1 0 M11M12 M 1 3 M14M15 M70M71BM72BM73BM70AM71CM72CM73CM71DM72DM73DM74BM54BM55B M 5 6 A M30 M 3 1 M34 M 3 5 M 4 0 M41 M46M47 M50M51 M56M57 M 6 2M63 M 6 6M67 M72M 7 3 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER SIZES SK - 4 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... PIPE_3.0 P I P E _3 .0PIPE_3.0H S S 4 x 4 x 4 HSS4x4x4HSS4x4x4 H S S 4 x 4 x 4 HSS4x4x4HSS4x4x4 PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0HSS4x4x4HSS4x4x4 H S S 4 x 4 x 4 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis MEMBER LENGTHS SK - 5 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... 13.8 1 3 .813.82 .2 1 3 2.2132.213 .7 5 .75.75 2 .2 1 3 2.2132.213 8888888888886.6836.683 6 .6 8 3 .25 .7 5 .25 .7 5 .7 5 .25 .25.75 .25.75 .75.25.2 5 .75.2 5 .75.75.2 5 Y XZ Member Length (ft) Displayed Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis DEAD LOAD SK - 6 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... -55.1lb -83.8lb -55.1lb -55.1lb -55.1lb -83.8lb -83.8lb -55.1lb -55.1lb -46lb -70lb -70lb -20lb -46lb -70lb -70lb -20lb -46lb -70lb -70lb -20lb Y XZ Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis LIVE LOAD (WORST CASE) SK - 7 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... -250lb Y XZ Loads: BLC 2, Live Load Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis WIND AT FRONT SK - 8 Nov 5, 2018 at 11:33 AM Indian River Estates - Antenna Mo... 19.7lb/ft 181lb 202lb 181lb 349lb 349lb 492lb 492lb 349lb 349lb 81lb 81lb 81lb 63lb 34lb 57lb 57lb 63lb 34lb 57lb 57lb 63lb Y XZ Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis WIND AT SIDE SK - 9 Nov 5, 2018 at 11:34 AM Indian River Estates - Antenna Mo... 19.7lb/ft 349lb 492lb 349lb 181lb 181lb 202lb 202lb 181lb 181lb 34lb 57lb 57lb 63lb 81lb 81lb 81lb 63lb 81lb 81lb 81lb 63lb Y XZ Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis UNITY CHECK SK - 10 Nov 5, 2018 at 11:34 AM Indian River Estates - Antenna Mo....16.15.17 .16N CNC .16.15.16.17 NC .36NCN CNC .16.16.15.00.1 0 .36.16.0 8 .17 NC .00N C .36.16.00.16.17.00.36.00.08.17.15.16.17 .28.28 .3 7 .16.08.28 .00.10.28 NC.28 .17 .16.3 7 NC.17.1 8 .10 .15.10.16NCNC .1 8 NC .3 7 .16N C .00NC.17.1 8 .17.15N C .3 7 .08 .16.16.1 8 NC.16.16N C .3 7 .1 8 NC .00.16.1 8 .16NC .1 8 .17.16NCNC NC.00N C .17.16Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... M. Phillips 18-0163.66 Indian River Estates - Antenna Mount Analysis SHEAR CHECK SK - 11 Nov 5, 2018 at 11:34 AM Indian River Estates - Antenna Mo....07.07.03 .05N CNC .07.07.07.03 NC .05NCN CNC .05.07.07.00.0 4 .05.07.0 3 .03 NC .00N C .05.07.00.05.03.00.05.00.03.06.07.05.03 .05.05 .0 6 .07.03.05 .00.04.05 NC.05 .03 .07.0 6 NC.06.0 3 .03 .07.04.05NCNC .0 3 NC .0 6 .07N C .00NC.06.0 3 .06.07N C .0 6 .03 .07.06.0 3 NC.05.07N C .0 6 .0 3 NC .00.05.0 3 .07NC .0 3 .06.06NCNC NC.00N C .06.06Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes No 3 32.2 12 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code AISC 14th(360-10): LRFD Yes(Iterative) AISC 14th(360-10): LRFD None None < 100F None None None - Building Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 PCA Load Contour .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 14.0.1 Page 1 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (ft) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z None Not Entered No .035 .035 Not Entered Not Entered 8.5 8.5 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc[ft] LC Shear ...Loc[ft] Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y-y [l...phi*Mn z...Cb Eqn 1 M4 PIPE_3.0 .175 9.344 12 .033 9.488 12 23478.1...65205 68985 68985 1....H1-1b 2 M5 PIPE_3.0 .179 9.344 27 .031 9.487 3 23478.1...65205 68985 68985 1....H1-1b 3 M6 PIPE_3.0 .164 9.344 8 .047 9.487 27 23478.1...65205 68985 68985 1....H1-1b 4 M7 HSS4x4x4 .084 2.213 6 .034 2.213 y 10 136687....139518 194166 194166 1....H1-1b 5 M8 HSS4x4x4 .079 2.213 2 .033 2.213 y 2 136687....139518 194166 194166 1....H1-1b 6 M9 HSS4x4x4 .082 2.213 2 .033 2.213 y 27 136687....139518 194166 194166 1....H1-1b 7 M13 HSS4x4x4 .105 0 10 .035 0 z 4 136687....139518 194166 194166 1....H1-1b 8 M14 HSS4x4x4 .101 0 2 .035 .346 z 8 136687....139518 194166 194166 1....H1-1b 9 M15 HSS4x4x4 .100 0 6 .033 0 z 12 136687....139518 194166 194166 1....H1-1b 10 M70 PIPE_2.0 .159 4 10 .057 4 5 14916.0...32130 22459.5 22459.5 1....H1-1b 11 M71B PIPE_2.0 .001 4 25 .000 4 27 14916.0...32130 22459.5 22459.5 1....H1-1b 12 M72B PIPE_2.0 .156 4 9 .074 4 4 14916.0...32130 22459.5 22459.5 1....H1-1b 13 M73B PIPE_2.0 .156 4 9 .074 4 16 14916.0...32130 22459.5 22459.5 1....H1-1b 14 M70A PIPE_2.0 .170 4 10 .064 4 3 14916.0...32130 22459.5 22459.5 1....H1-1b 15 M71C PIPE_2.0 .170 4 10 .064 4 3 14916.0...32130 22459.5 22459.5 1....H1-1b 16 M72C PIPE_2.0 .001 4 25 .000 4 25 14916.0...32130 22459.5 22459.5 1....H1-1b 17 M73C PIPE_2.0 .148 4 10 .074 4 16 14916.0...32130 22459.5 22459.5 1....H1-1b 18 M71D PIPE_2.0 .001 4.083 25 .000 4 11 14916.0...32130 22459.5 22459.5 1....H1-1b 19 M72D PIPE_2.0 .158 4 2 .072 4 7 14916.0...32130 22459.5 22459.5 1....H1-1b 20 M73D PIPE_2.0 .158 4 2 .072 4 7 14916.0...32130 22459.5 22459.5 1....H1-1b 21 M74B PIPE_2.0 .150 4 7 .072 4 1 14916.0...32130 22459.5 22459.5 1....H1-1b 22 M54B HSS4x4x4 .359 0 9 .050 0 y 11 115729....139518 194166 194166 2....H1-1b 23 M55B HSS4x4x4 .281 0 11 .049 0 y 3 115729....139518 194166 194166 2....H1-1b 24 M56A HSS4x4x4 .371 0 6 .056 0 z 7 115729....139518 194166 194166 2....H1-1b 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 1.2DL + 1.6WL (0 deg)Yes Y DL 1.2 W...1.6 2 1.2DL + 1.6WL (30 deg)Yes Y DL 1.2 W...1.3...W....8 3 1.2DL + 1.6WL (60 deg)Yes Y DL 1.2 W....8 W...1.3... 4 1.2DL + 1.6WL (90 deg)Yes Y DL 1.2 W...W...1.6 5 1.2DL + 1.6WL (120 deg)Yes Y DL 1.2 W...-.8 W...1.3... 6 1.2DL + 1.6WL (150 deg)Yes Y DL 1.2 W...-1....W....8 7 1.2DL + 1.6WL (180 deg)Yes Y DL 1.2 W...-1.6 W... 8 1.2DL + 1.6WL (210 deg)Yes Y DL 1.2 W...-1....W...-.8 9 1.2DL + 1.6WL (240 deg)Yes Y DL 1.2 W...-.8 W...-1.... 10 1.2DL + 1.6WL (270 deg)Yes Y DL 1.2 W...W...-1.6 11 1.2DL + 1.6WL (300 deg)Yes Y DL 1.2 W....8 W...-1.... 12 1.2DL + 1.6WL (330 deg)Yes Y DL 1.2 W...1.3...W...-.8 13 0.9DL + 1.6WL (0 deg)Yes Y DL .9 W...1.6 W... 14 0.9DL + 1.6WL (30 deg)Yes Y DL .9 W...1.3...W....8 15 0.9DL + 1.6WL (60 deg)Yes Y DL .9 W....8 W...1.3... 16 0.9DL + 1.6WL (90 deg)Yes Y DL .9 W...W...1.6 RISA-3D Version 14.0.1 Page 2 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis 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... 17 0.9DL + 1.6WL (120 deg)Yes Y DL .9 W...-.8 W...1.3... 18 0.9DL + 1.6WL (150 deg)Yes Y DL .9 W...-1....W....8 19 0.9DL + 1.6WL (180 deg)Yes Y DL .9 W...-1.6 W... 20 0.9DL + 1.6WL (210 deg)Yes Y DL .9 W...-1....W...-.8 21 0.9DL + 1.6WL (240 deg)Yes Y DL .9 W...-.8 W...-1.... 22 0.9DL + 1.6WL (270 deg)Yes Y DL .9 W...W...-1.6 23 0.9DL + 1.6WL (300 deg)Yes Y DL .9 W....8 W...-1.... 24 0.9DL + 1.6WL (330 deg)Yes Y DL .9 W...1.3...W...-.8 25 1.4DL Yes Y DL 1.4 26 1.5LL Yes Y LL 1.5 27 1.2DL + 1.6LL Yes Y DL 1.2 LL 1.6 28 Service 1.0DL + 1.0WL (0 deg)Y DL 1 W...1 W... 29 Service 1.0DL + 1.0WL (30 deg)Y DL 1 W....866 W....8 30 Service 1.0DL + 1.0WL (60 deg)Y DL 1 W....5 W....866 31 Service 1.0DL + 1.0WL (90 deg)Y DL 1 W...W...1 32 Service 1.0DL + 1.0WL (120 deg)Y DL 1 W...-.5 W....866 33 Service 1.0DL + 1.0WL (150 deg)Y DL 1 W...-.8...W....5 34 Service 1.0DL + 1.0WL (180 deg)Y DL 1 W...-1 W... 35 Service 1.0DL + 1.0WL (210 deg)Y DL 1 W...-.8...W...-.5 36 Service 1.0DL + 1.0WL (240 deg)Y DL 1 W...-.5 W...-.8... 37 Service 1.0DL + 1.0WL (270 deg)Y DL 1 W...W...-1 38 Service 1.0DL + 1.0WL (300 deg)Y DL 1 W....5 W...-.8... 39 Service 1.0DL + 1.0WL (330 deg)Y DL 1 W....866 W...-.5 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] 1 N12 L Y -83.8 2 N3 L Y -83.8 3 N15 L Y -83.8 4 N18 L Y -55.1 5 N10 L Y -55.1 6 N6 L Y -55.1 7 N2 L Y -55.1 8 N9 L Y -55.1 9 N17 L Y -55.1 10 N130 L Y -70 11 N129 L Y -70 12 N86 L Y -70 13 N85 L Y -70 14 N108 L Y -70 15 N107A L Y -70 16 N106A L Y -46 17 N128 L Y -46 18 N84 L Y -46 19 N133 L Y -20 20 N89 L Y -20 21 N111A L Y -20 Joint Loads and Enforced Displacements (BLC 2 : Live Load) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] 1 N169 L Y -250 Joint Loads and Enforced Displacements (BLC 3 : Wind Front) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] RISA-3D Version 14.0.1 Page 3 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 3 : Wind Front) (Continued) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] 1 N15 L X 492 2 N12 L X 492 3 N3 L X 202 4 N18 L X 349 5 N10 L X 349 6 N9 L X 349 7 N17 L X 349 8 N2 L X 181 9 N6 L X 181 10 N108 L X 57 11 N107A L X 57 12 N130 L X 57 13 N86 L X 81 14 N85 L X 81 15 N106A L X 34 16 N128 L X 34 17 N129 L X 57 18 N84 L X 81 19 N111A L X 63 20 N133 L X 63 21 N89 L X 63 Joint Loads and Enforced Displacements (BLC 4 : Wind Side) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s^2/ft, lb*s^2*ft)] 1 N15 L Z 202 2 N12 L Z 202 3 N3 L Z 492 4 N9 L Z 181 5 N17 L Z 181 6 N18 L Z 181 7 N10 L Z 181 8 N2 L Z 349 9 N6 L Z 349 10 N108 L Z 81 11 N107A L Z 81 12 N130 L Z 81 13 N129 L Z 81 14 N86 L Z 57 15 N85 L Z 57 16 N106A L Z 81 17 N128 L Z 81 18 N84 L Z 34 19 N133 L Z 63 20 N111A L Z 63 21 N89 L Z 63 Member Distributed Loads (BLC 3 : Wind Front) Member Label Direction Start Magnitude[lb/ft,F]End Magnitude[lb/ft,F] Start Location[ft,%] End Location[ft,%] 1 M6 X 19.7 19.7 0 0 Member Distributed Loads (BLC 4 : Wind Side) Member Label Direction Start Magnitude[lb/ft,F]End Magnitude[lb/ft,F] Start Location[ft,%] End Location[ft,%] 1 M4 Z 19.7 19.7 0 0 RISA-3D Version 14.0.1 Page 4 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 1 M4 1 max 0 1 0 1 0 1 0 1 0 1 0 1 2 min 0 1 0 1 0 1 0 1 0 1 0 1 3 2 max 1461.498 9 20.985 17 107.091 14 819.201 11 2711.477 13 4050.661 9 4 min -1462.385 15 -186.952 11 -106.934 8 -355.765 17 -2711.013 7 -61.646 26 5 3 max 1236.981 22 61.482 19 155.374 7 696.705 3 748.237 10 7442.935 25 6 min -1237.69 4 -133.833 1 -155.347 13 -613.292 21 -743.109 4 -262.405 26 7 4 max 1243.498 23 225.281 10 144.037 24 56.092 26 3607.639 7 5887.168 12 8 min -1244.042 5 -13.722 26 -144.093 6 -1322.01 2 -3607.336 13 -187.663 26 9 5 max 0 1 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1 0 1 11 M5 1 max 0 1 0 1 0 1 0 1 0 1 0 1 12 min 0 1 0 1 0 1 0 1 0 1 0 1 13 2 max 1601.962 1 25.667 21 64.464 13 1209.865 27 2666.342 14 4231.722 2 14 min -1599.651 19 -191.554 3 -64.535 7 -636.163 21 -2661.064 8 911.356 20 15 3 max 1456.145 2 65.225 23 110.223 8 1222.616 27 253.379 14 9222.621 27 16 min -1456.113 20 -137.622 5 -110.665 14 -663.918 13 -251.121 8 2654.039 26 17 4 max 1312.433 2 227.676 27 132.718 14 392.789 26 1761.725 8 6880.378 27 18 min -1311.509 20 57.927 26 -132.309 8 -1227.604 25 -1774.137 14 1290.832 22 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 20 min 0 1 0 1 0 1 0 1 0 1 0 1 21 M6 1 max 0 1 .027 2 0 4 0 1 0 1 0 1 22 min 0 1 -.022 6 -.005 13 0 1 0 1 0 1 23 2 max 1565.962 6 4.111 13 136.133 13 1058.083 6 1078.432 13 5184.963 27 24 min -1565.651 24 -177.32 27 -136.243 7 -890.215 26 -1077.181 7 670.752 23 25 3 max 1568.391 6 65.628 15 58.827 6 828.371 10 630.682 19 9022.184 27 26 min -1570.194 24 -137.896 9 -58.636 24 -1283.236 27 -623.792 1 2464.879 26 27 4 max 1353.691 7 227.04 5 14.667 18 -562.343 16 1735.59 6 5733.01 8 28 min -1352.047 13 55.698 26 -14.635 12 -2181.806 27 -1734.634 24 1172.919 26 29 5 max 0 1 .02 12 .011 13 0 1 0 1 0 1 30 min 0 1 -.029 7 0 4 0 1 0 1 0 1 31 M7 1 max 182.331 4 -22.45 26 321.9 23 4200.892 10 0 1 0 1 32 min -182.614 22 -355.737 8 -321.945 5 -370.137 26 0 1 0 1 33 2 max 182.331 4 -22.45 26 321.9 23 4200.892 10 2137.243 23 2387.174 8 34 min -182.614 22 -363.35 8 -321.945 5 -370.137 26 -2137.541 5 149.057 26 35 3 max 182.331 4 -22.45 26 321.9 23 4200.892 10 4274.487 23 4824.898 8 36 min -182.614 22 -370.964 8 -321.945 5 -370.137 26 -4275.082 5 298.113 26 37 4 max 182.331 4 -22.45 26 321.9 23 4200.892 10 6411.73 23 7313.174 8 38 min -182.614 22 -378.578 8 -321.945 5 -370.137 26 -6412.624 5 447.17 26 39 5 max 182.331 4 -22.45 26 321.9 23 4200.892 10 8548.974 23 9852 8 40 min -182.614 22 -386.191 8 -321.945 5 -370.137 26 -8550.165 5 596.227 26 41 M8 1 max 424.545 6 18.019 26 265.412 15 3933.525 2 0 1 0 1 42 min -421.805 24 -363.6 12 -265.214 9 -97.291 20 0 1 0 1 43 2 max 424.545 6 18.019 26 265.412 15 3933.525 2 1762.195 15 2439.393 12 44 min -421.805 24 -371.214 12 -265.214 9 -97.291 20 -1760.877 9 -119.637 26 45 3 max 424.545 6 18.019 26 265.412 15 3933.525 2 3524.39 15 4929.329 12 46 min -421.805 24 -378.828 12 -265.214 9 -97.291 20 -3521.753 9 -239.274 26 47 4 max 424.545 6 18.019 26 265.412 15 3933.525 2 5286.585 15 7469.812 12 48 min -421.805 24 -386.442 12 -265.214 9 -97.291 20 -5282.63 9 -358.911 26 49 5 max 424.545 6 18.019 26 265.441 15 3933.525 2 7048.897 15 10061.618 12 50 min -421.805 24 -394.244 12 -265.186 9 -97.291 20 -7043.391 9 -478.548 26 51 M9 1 max 155.992 9 -90.116 22 281.08 19 3746.446 6 0 1 0 1 52 min -155.278 15 -385.851 27 -280.906 1 87.773 24 0 1 0 1 53 2 max 155.992 9 -95.827 22 281.08 19 3746.446 6 1866.228 19 2587.129 27 54 min -155.278 15 -393.465 27 -280.906 1 87.773 24 -1865.072 1 617.283 22 55 3 max 155.992 9 -101.537 22 281.08 19 3746.446 6 3732.455 19 5224.81 27 56 min -155.278 15 -401.078 27 -280.906 1 87.773 24 -3730.143 1 1272.48 22 RISA-3D Version 14.0.1 Page 5 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 57 4 max 155.992 9 -107.247 22 281.08 19 3746.446 6 5598.683 19 7913.041 27 58 min -155.278 15 -408.692 27 -280.906 1 87.773 24 -5595.215 1 1965.59 22 59 5 max 155.992 9 -108.206 26 281.08 19 3746.446 6 7464.91 19 10651.825 27 60 min -155.278 15 -416.306 27 -280.906 1 87.773 24 -7460.286 1 2696.613 22 61 M10 1 max 391.548 20 55.698 26 1790.884 13 682.483 24 661.791 18 1504.583 5 62 min -387.164 14 -75.911 11 -1791.094 7 -2258.271 6 -662.946 12 -1290.832 23 63 2 max 391.548 20 55.698 26 1790.884 13 682.483 24 3459.184 13 1415.033 5 64 min -387.164 14 -75.911 11 -1791.094 7 -2258.271 6 -3453.963 7 -1128.198 23 65 3 max 513.421 7 205.279 5 1790.884 13 2446.501 21 7488.679 13 1652.93 11 66 min -516.486 13 -73.147 12 -1791.094 7 -3429.777 3 -7483.93 7 312.754 26 67 4 max 513.421 7 205.279 5 1726.418 9 2446.501 21 2353.583 4 1588.162 11 68 min -516.486 13 -1.481 23 -1726.478 15 -3429.777 3 -2354.909 10 -1530.831 17 69 5 max 513.421 7 205.279 5 1726.418 9 2446.501 21 1765.939 20 1582.848 23 70 min -516.486 13 -1.481 23 -1726.478 15 -3429.777 3 -1766.227 2 -1983.66 5 71 M11 1 max 576.261 13 43.097 21 1503.789 17 1430.051 17 1909.429 24 650.127 8 72 min -579.772 7 -73.589 4 -1503.712 11 -3015.615 11 -1908.278 6 -433.306 14 73 2 max 576.261 13 43.097 21 1503.789 17 1430.051 17 1531.492 16 597.294 8 74 min -579.772 7 -73.589 4 -1503.712 11 -3015.615 11 -1530.356 10 -310.228 14 75 3 max 576.261 13 209.6 9 1981.553 13 2094.415 14 8360.98 7 2352.418 3 76 min -579.772 7 -73.589 4 -1980.769 7 -3081.066 8 -8365.37 13 -1828.393 21 77 4 max 443.819 24 209.6 9 1981.553 13 2094.415 14 3904.243 7 2295.855 3 78 min -438.876 18 -48.244 26 -1980.769 7 -3081.066 8 -3906.871 1 -2236.203 21 79 5 max 443.819 24 209.6 9 1981.553 13 2094.415 14 551.629 13 2298.488 15 80 min -438.876 18 -48.244 26 -1980.769 7 -3081.066 8 -552.499 19 -2699.325 9 81 M12 1 max 513.535 4 57.925 26 1432.784 9 1926.066 21 2759.173 2 958.878 3 82 min -514.109 10 -68.606 8 -1432.74 15 -3521.966 3 -2756.749 8 -747.849 21 83 2 max 513.535 4 57.925 26 1432.784 9 1926.066 21 1495.175 11 914.13 3 84 min -514.109 10 -68.606 8 -1432.74 15 -3521.966 3 -1493.481 17 -620.149 21 85 3 max 513.535 4 435.268 27 1614.64 17 2540.189 17 5521.336 11 2094.537 6 86 min -514.109 10 -68.606 8 -1614.921 11 -3521.966 3 -5519.831 17 -1562.816 24 87 4 max 511.665 4 435.268 27 1614.64 17 2540.189 17 1887.588 11 1968.648 6 88 min -510.56 10 15.908 19 -1614.921 11 -3515.129 11 -1886.715 17 -1907.189 24 89 5 max 511.665 4 435.268 27 1614.64 17 2540.189 17 1951.627 6 1903.094 18 90 min -510.56 10 15.908 19 -1614.921 11 -3515.129 11 -1954.271 24 -2305.781 12 91 M13 1 max 1005.874 15 411.6 9 355.937 10 830.331 22 9467.357 16 10526.801 9 92 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 -9452.918 10 -151.516 26 93 2 max 1005.874 15 403.986 9 355.937 10 830.331 22 7100.518 16 7819.274 9 94 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 -7089.689 10 -113.637 26 95 3 max 1005.874 15 396.373 9 355.937 10 830.331 22 4733.679 16 5162.298 9 96 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 -4726.459 10 -75.758 26 97 4 max 1005.874 15 388.759 9 355.937 10 830.331 22 2366.839 16 2555.874 9 98 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 -2363.23 10 -37.879 26 99 5 max 1005.874 15 381.145 9 355.937 10 830.331 22 0 1 0 1 100 min -1005.493 9 -5.705 26 -356.481 16 -4233.775 4 0 1 0 1 101 M14 1 max 514.397 7 405.421 1 350.164 14 931.028 15 9298.534 8 10357.313 1 102 min -518.549 13 -2.034 26 -349.946 8 -4331.008 9 -9294.858 14 -54.03 26 103 2 max 514.397 7 397.568 1 349.953 14 931.028 15 6974.541 8 7691.429 1 104 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -6970.498 14 -40.522 26 105 3 max 514.397 7 389.954 1 349.953 14 931.028 15 4649.694 8 5077.074 1 106 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -4646.999 14 -27.015 26 107 4 max 514.397 7 382.34 1 349.953 14 931.028 15 2324.847 8 2513.265 1 108 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 -2323.499 14 -13.507 26 109 5 max 514.397 7 374.727 1 349.953 14 931.028 15 0 1 0 1 110 min -518.549 13 -2.034 26 -350.156 8 -4331.008 9 0 1 0 1 111 M15 1 max 1028.915 1 448.896 27 319.014 18 708.271 18 8487.068 12 11517.357 27 112 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -8472.35 18 2932.111 26 113 2 max 1028.915 1 441.283 27 319.014 18 708.271 18 6365.301 12 8562.191 27 RISA-3D Version 14.0.1 Page 6 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 114 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -6354.262 18 2199.083 26 115 3 max 1028.915 1 433.669 27 319.014 18 708.271 18 4243.534 12 5657.576 27 116 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -4236.175 18 1466.055 26 117 4 max 1028.915 1 426.055 27 319.014 18 708.271 18 2121.767 12 2803.512 27 118 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 -2118.087 18 733.028 26 119 5 max 1028.915 1 418.441 27 319.014 18 708.271 18 0 1 0 1 120 min -1029.443 19 110.404 26 -319.568 12 -4110.751 12 0 1 0 1 121 M70 1 max 0 1 .014 7 .085 27 0 1 0 1 0 1 122 min 0 1 -.009 1 0 26 0 1 0 1 0 1 123 2 max 0 26 .014 7 .085 27 0 1 2.036 27 .21 1 124 min -9.718 25 -.009 1 0 26 0 1 0 26 -.324 7 125 3 max 83.837 25 54.494 1 129.628 22 898.775 23 2829.585 16 1048.279 13 126 min 0 26 -54.571 7 -130.191 4 -900.612 5 -3500.929 10 -1657.491 7 127 4 max 74.118 25 54.494 1 129.628 22 898.775 23 0 26 0 26 128 min 0 26 -54.571 7 -130.191 4 -900.612 5 -456.491 25 -405.465 25 129 5 max 0 1 .006 1 .005 22 0 1 0 1 0 1 130 min 0 1 -.014 7 -.04 4 0 1 0 1 0 1 131 M71B 1 max 0 1 .003 20 .066 27 0 1 0 1 0 1 132 min 0 1 -.021 2 0 26 0 1 0 1 0 1 133 2 max 0 26 .003 20 .066 27 0 1 1.576 27 .499 2 134 min -9.718 25 -.021 2 0 26 0 1 0 26 -.067 20 135 3 max 19.437 25 .031 2 0 26 0 1 3.155 27 .999 2 136 min 0 26 -.004 20 -.099 27 0 1 0 26 -.134 20 137 4 max 9.718 25 .031 2 0 26 0 1 .789 27 .25 2 138 min 0 26 -.004 20 -.099 27 0 1 0 26 -.034 20 139 5 max 0 1 .01 2 0 26 0 1 0 1 0 1 140 min 0 1 -.001 20 -.033 27 0 1 0 1 0 1 141 M72B 1 max 0 1 0 26 .005 16 0 1 0 1 0 1 142 min 0 1 -.051 2 -.023 10 0 1 0 1 0 1 143 2 max 0 26 0 26 .005 16 0 1 .124 16 1.212 2 144 min -9.718 25 -.051 2 -.023 10 0 1 -.56 10 0 26 145 3 max 117.437 25 91.831 1 130.049 10 1203.997 10 2995.807 16 1616.687 13 146 min 0 26 -91.233 19 -129.805 4 -1205.067 16 -3283.034 10 -2967.699 7 147 4 max 107.718 25 91.831 1 130.049 10 1203.997 10 0 26 0 26 148 min 0 26 -91.233 19 -129.805 4 -1205.067 16 -186.577 25 -910.44 25 149 5 max 0 1 .027 1 .024 10 0 1 0 1 0 1 150 min 0 1 -.005 19 -.012 4 0 1 0 1 0 1 151 M73B 1 max 0 1 0 26 0 26 0 1 0 1 0 1 152 min 0 1 -.055 1 -.034 10 0 1 0 1 0 1 153 2 max 0 26 0 26 0 26 0 1 0 26 1.308 1 154 min -9.718 25 -.055 1 -.034 10 0 1 -.82 10 0 26 155 3 max 117.437 25 91.88 1 130.168 10 1203.832 10 2994.288 16 1617.25 13 156 min 0 26 -91.21 19 -129.718 16 -1205.243 16 -3286.618 10 -2966.733 7 157 4 max 107.718 25 91.88 1 130.168 10 1203.832 10 0 26 0 26 158 min 0 26 -91.21 19 -129.718 16 -1205.243 16 -186.745 25 -910.374 25 159 5 max 0 1 .03 1 .029 10 0 1 0 1 0 1 160 min 0 1 -.004 19 -.007 16 0 1 0 1 0 1 161 M70A 1 max 0 1 .014 7 .085 27 0 1 0 1 0 1 162 min 0 1 -.009 1 0 26 0 1 0 1 0 1 163 2 max 0 26 .014 7 .085 27 0 1 2.036 27 .21 1 164 min -9.718 25 -.009 1 0 26 0 1 0 26 -.324 7 165 3 max 500.66 27 91.451 1 129.648 22 1030.753 3 2680.078 16 2723.617 1 166 min 75.495 16 -91.423 7 -130.439 4 -1029.83 21 -3705.191 10 -1799.021 19 167 4 max 492.33 27 91.451 1 129.648 22 1030.753 3 42.752 26 616.913 25 168 min 69.247 16 -91.423 7 -130.439 4 -1029.83 21 -695.033 25 -3.806 26 169 5 max 400 27 .059 27 .006 22 0 1 0 1 0 1 170 min 0 1 -.159 26 -3.837 27 0 1 0 1 0 1 RISA-3D Version 14.0.1 Page 7 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 171 M71C 1 max 0 1 .024 6 .067 27 0 1 0 1 0 1 172 min 0 1 -.006 24 0 26 0 1 0 1 0 1 173 2 max 0 26 .024 6 .067 27 0 1 1.614 27 .145 24 174 min -9.718 25 -.006 24 0 26 0 1 0 26 -.575 6 175 3 max 117.437 25 91.415 1 129.658 22 1030.77 3 2677.22 16 2722.396 1 176 min 0 26 -91.541 7 -130.285 4 -1029.83 21 -3705.977 10 -1801.244 19 177 4 max 107.718 25 91.415 1 129.658 22 1030.77 3 0 26 616.801 25 178 min 0 26 -91.541 7 -130.285 4 -1029.83 21 -695.177 25 -.001 26 179 5 max 0 1 .014 1 .006 22 0 1 0 1 0 1 180 min 0 1 -.016 7 -.032 4 0 1 0 1 0 1 181 M72C 1 max 0 1 .048 7 .001 16 0 1 0 1 0 1 182 min 0 1 0 26 -.017 10 0 1 0 1 0 1 183 2 max 0 26 .048 7 .001 16 0 1 .027 16 0 26 184 min -9.718 25 0 26 -.017 10 0 1 -.398 10 -1.143 7 185 3 max 19.437 25 0 26 .025 10 0 1 .054 16 0 26 186 min 0 26 -.071 7 -.002 16 0 1 -.797 10 -2.288 7 187 4 max 9.718 25 0 26 .025 10 0 1 .013 16 0 26 188 min 0 26 -.071 7 -.002 16 0 1 -.199 10 -.572 7 189 5 max 0 1 0 26 .008 10 0 1 0 1 0 1 190 min 0 1 -.024 7 0 16 0 1 0 1 0 1 191 M73C 1 max 0 1 .051 7 0 26 0 1 0 1 0 1 192 min 0 1 0 26 -.039 10 0 1 0 1 0 1 193 2 max 0 26 .051 7 0 26 0 1 0 26 0 26 194 min -9.718 25 0 26 -.039 10 0 1 -.934 10 -1.232 7 195 3 max 83.837 25 54.381 13 130.038 10 1205.194 4 3034.241 16 1816.12 1 196 min 0 26 -54.836 7 -129.669 16 -1203.865 22 -3228.893 10 -929.409 19 197 4 max 74.118 25 54.381 13 130.038 10 1205.194 4 0 26 598.073 25 198 min 0 26 -54.836 7 -129.669 16 -1203.865 22 -122.906 25 0 26 199 5 max 0 1 0 13 .031 10 0 1 0 1 0 1 200 min 0 1 -.027 7 -.007 16 0 1 0 1 0 1 201 M71D 1 max 0 1 0 26 0 26 0 1 0 1 0 1 202 min 0 1 -.034 25 -.04 10 0 1 0 1 0 1 203 2 max 0 26 0 26 0 26 0 1 0 26 .814 25 204 min -9.718 25 -.034 25 -.04 10 0 1 -.951 10 0 26 205 3 max 16.66 1 .051 25 .06 10 0 1 0 26 1.629 25 206 min -19.437 25 0 26 0 26 0 1 -1.904 10 0 26 207 4 max 9.718 25 .051 25 .06 10 0 1 0 26 .407 25 208 min 0 26 0 26 0 26 0 1 -.476 10 0 26 209 5 max 0 1 .017 25 .02 10 0 1 0 1 0 1 210 min 0 1 0 26 0 26 0 1 0 1 0 1 211 M72D 1 max 0 1 .036 7 0 26 0 1 0 1 0 1 212 min 0 1 0 26 -.044 10 0 1 0 1 0 1 213 2 max 0 26 .036 7 0 26 0 1 0 26 0 26 214 min -9.718 25 0 26 -.044 10 0 1 -1.045 10 -.86 7 215 3 max 117.437 25 129.66 13 91.761 10 1167.547 7 2945.494 4 3362.29 1 216 min 0 26 -130.166 7 -91.316 16 -1165.259 13 -1635.658 22 -2933.068 19 217 4 max 107.718 25 129.66 13 91.761 10 1167.547 7 881.756 25 293.643 25 218 min 0 26 -130.166 7 -91.316 16 -1165.259 13 0 26 0 26 219 5 max 0 1 .006 13 .024 10 0 1 0 1 0 1 220 min 0 1 -.027 7 -.009 4 0 1 0 1 0 1 221 M73D 1 max 0 1 .051 7 0 26 0 1 0 1 0 1 222 min 0 1 0 26 -.039 10 0 1 0 1 0 1 223 2 max 0 26 .051 7 0 26 0 1 0 26 0 26 224 min -9.718 25 0 26 -.039 10 0 1 -.934 10 -1.232 7 225 3 max 117.436 25 129.63 13 91.708 10 1167.998 7 2945.213 4 3360.784 1 226 min 0 26 -130.348 7 -91.299 16 -1164.82 13 -1634.325 22 -2936.494 19 227 4 max 107.718 25 129.63 13 91.708 10 1167.998 7 881.784 25 293.471 25 RISA-3D Version 14.0.1 Page 8 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 228 min 0 26 -130.348 7 -91.299 16 -1164.82 13 0 26 0 26 229 5 max 0 1 .004 13 .022 10 0 1 0 1 0 1 230 min 0 1 -.035 7 -.008 4 0 1 0 1 0 1 231 M74B 1 max 0 1 0 26 0 26 0 1 0 1 0 1 232 min 0 1 -.055 1 -.034 10 0 1 0 1 0 1 233 2 max 0 26 0 26 0 26 0 1 0 26 1.308 1 234 min -9.718 25 -.055 1 -.034 10 0 1 -.82 10 0 26 235 3 max 83.836 25 130.157 1 54.698 10 1164.668 19 1802.758 4 2998.471 13 236 min 0 26 -129.612 19 -54.452 16 -1168.151 1 -940.035 22 -3274.47 7 237 4 max 74.118 25 130.157 1 54.698 10 1164.668 19 579.394 25 0 26 238 min 0 26 -129.612 19 -54.452 16 -1168.151 1 0 26 -192.613 25 239 5 max 0 1 .037 1 .018 10 0 1 0 1 0 1 240 min 0 1 -.004 19 -.005 4 0 1 0 1 0 1 241 M54B 1 max 3200.517 14 1036.395 8 995.235 16 2929.359 17 22643.922 9 46198.222 8 242 min -3198.856 8 -28.95 26 -994.643 10 -4452.848 11 -22711.931 15 -1719.569 26 243 2 max 3099.697 14 979.334 8 908.799 16 2929.359 17 7306.286 7 26025.299 8 244 min -3098.036 8 -28.95 26 -906.491 10 -4452.848 11 -7318.756 13 -1139.116 26 245 3 max 3099.697 14 951.822 8 907.629 16 2929.359 17 16703.455 4 6620.025 8 246 min -3098.036 8 -28.95 26 -907.659 10 -4452.848 11 -16664.541 22 -558.663 26 247 4 max 2950.679 14 194.103 4 217.229 6 2406.279 17 3995.994 5 6052.567 8 248 min -2950.829 8 -45.695 26 -216.781 24 -2567.392 11 -3994.282 23 -367.03 14 249 5 max 2950.679 14 171.111 4 217.229 6 2406.279 17 7728.425 5 3505.591 8 250 min -2950.829 8 -45.695 26 -216.781 24 -2567.392 11 -7723.236 23 -2911.474 14 251 M55B 1 max 3212.714 6 1037.106 12 564.06 21 2877.745 21 7528.78 4 46281.005 12 252 min -3213.443 24 -54.576 26 -563.136 3 -4414.492 3 -7512.66 22 -2365.629 26 253 2 max 3111.894 6 979.972 12 463.116 21 2877.745 21 7424.035 7 26094.629 12 254 min -3112.623 24 -54.576 26 -462.44 3 -4414.492 3 -7423.523 13 -1271.379 26 255 3 max 3111.894 6 952.421 12 462.774 21 2877.745 21 15307.328 8 6676.554 12 256 min -3112.623 24 -54.576 26 -462.779 3 -4414.492 3 -15295.547 14 -218.928 18 257 4 max 2961.86 6 202.488 8 207.207 8 2253.613 21 3851.419 8 6291.994 12 258 min -2962.451 24 -34.522 26 -207.289 14 -2419.8 3 -3848.667 14 -615.811 18 259 5 max 2961.86 6 179.676 8 206.359 8 2253.613 21 7994.616 8 3888.675 1 260 min -2962.451 24 -34.522 26 -208.135 14 -2419.8 3 -8016.156 14 -3292.414 19 261 M56A 1 max 2721.019 10 1372.564 27 1261.428 1 2257.539 13 32172.563 7 65128.199 27 262 min -2721.319 16 458.52 26 -1262.733 7 -3777.34 7 -32159.923 13 17130.9 22 263 2 max 2620.219 10 1325.572 27 1160.932 1 2257.539 13 7971.854 7 38103.779 27 264 min -2620.519 16 453.458 22 -1161.622 7 -3777.34 7 -7978.587 13 7728.386 22 265 3 max 2620.219 10 1302.58 27 1160.851 1 2257.539 13 15298.302 1 11756.343 27 266 min -2620.519 16 436.957 22 -1161.706 7 -3777.34 7 -15318.875 19 -1190.647 22 267 4 max 2493.288 10 414.385 27 48.04 1 1752.974 13 2984.227 1 7960.15 27 268 min -2493.428 16 76.423 17 -47.999 19 -1914.188 7 -2987.603 19 -1377.145 22 269 5 max 2493.288 10 391.393 27 47.973 1 1752.974 13 3946.542 1 4841.468 4 270 min -2493.428 16 57.848 17 -48.069 19 -1914.188 7 -3950.921 19 -4228.956 22 271 M30 1 max 129.601 7 98.002 25 91.199 22 0 26 1167.998 19 294 25 272 min -129.601 1 0 26 -91.199 4 -882.005 25 -1164.818 1 0 26 273 2 max 129.601 7 98.002 25 91.199 22 0 26 1167.601 19 220.499 25 274 min -129.601 1 0 26 -91.199 4 -882.005 25 -1165.214 1 0 26 275 3 max 129.601 7 98.002 25 91.199 22 0 26 1167.204 19 146.997 25 276 min -129.601 1 0 26 -91.199 4 -882.005 25 -1165.609 1 0 26 277 4 max 129.601 7 98.002 25 91.199 22 0 26 1166.808 19 73.496 25 278 min -129.601 1 0 26 -91.199 4 -882.005 25 -1166.005 1 0 26 279 5 max 129.601 7 98.002 25 91.199 22 0 26 1166.411 19 .017 10 280 min -129.601 1 0 26 -91.199 4 -882.005 25 -1166.401 1 -.018 6 281 M31 1 max 91.198 10 98.001 25 129.6 1 0 1 1166.402 19 881.999 25 282 min -91.201 16 0 26 -129.6 7 0 1 -1166.401 13 0 26 283 2 max 91.198 10 98.001 25 129.6 1 0 1 874.802 19 661.498 25 284 min -91.201 16 0 26 -129.6 7 0 1 -874.801 13 0 26 RISA-3D Version 14.0.1 Page 9 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 285 3 max 91.198 10 98.001 25 129.6 1 0 1 583.202 19 440.996 25 286 min -91.201 16 0 26 -129.6 7 0 1 -583.201 13 0 26 287 4 max 91.198 10 98.001 25 129.6 1 0 1 291.603 19 220.495 25 288 min -91.201 16 0 26 -129.6 7 0 1 -291.601 13 0 26 289 5 max 91.198 10 98.001 25 129.6 1 0 1 .003 17 .008 10 290 min -91.201 16 0 26 -129.6 7 0 1 -.001 10 -.007 25 291 M34 1 max 129.601 7 97.999 25 91.199 22 0 26 1167.547 7 293.997 25 292 min -129.601 1 0 26 -91.2 4 -882.002 25 -1165.26 13 0 26 293 2 max 129.601 7 97.999 25 91.199 22 0 26 1167.262 7 220.498 25 294 min -129.601 1 0 26 -91.2 4 -882.002 25 -1165.545 13 0 26 295 3 max 129.601 7 97.999 25 91.199 22 0 26 1166.976 7 146.999 25 296 min -129.601 1 0 26 -91.2 4 -882.002 25 -1165.83 13 0 26 297 4 max 129.601 7 97.999 25 91.199 22 0 26 1166.691 7 73.5 25 298 min -129.601 1 0 26 -91.2 4 -882.002 25 -1166.116 13 0 26 299 5 max 129.601 7 97.999 25 91.199 22 0 26 1166.405 7 .008 9 300 min -129.601 1 0 26 -91.2 4 -882.002 25 -1166.401 13 -.007 6 301 M35 1 max 91.202 10 98 25 129.6 13 0 1 1166.402 19 882.002 25 302 min -91.2 4 0 26 -129.6 7 0 1 -1166.4 13 0 26 303 2 max 91.202 10 98 25 129.6 13 0 1 874.802 19 661.501 25 304 min -91.2 4 0 26 -129.6 7 0 1 -874.8 13 0 26 305 3 max 91.202 10 98 25 129.6 13 0 1 583.202 19 441.001 25 306 min -91.2 4 0 26 -129.6 7 0 1 -583.2 13 0 26 307 4 max 91.202 10 98 25 129.6 13 0 1 291.602 19 220.501 25 308 min -91.2 4 0 26 -129.6 7 0 1 -291.6 1 0 26 309 5 max 91.202 10 98 25 129.6 13 0 1 .002 19 .003 22 310 min -91.2 4 0 26 -129.6 7 0 1 -.001 14 -.001 11 311 M40 1 max 54.399 10 0 26 129.6 1 0 1 .002 1 .007 2 312 min -54.4 4 -64.399 25 -129.6 7 0 1 0 5 -.002 23 313 2 max 54.399 10 0 26 129.6 1 0 1 291.603 1 144.903 25 314 min -54.4 4 -64.399 25 -129.6 7 0 1 -291.6 19 0 26 315 3 max 54.399 10 0 26 129.6 1 0 1 583.203 1 289.802 25 316 min -54.4 4 -64.399 25 -129.6 7 0 1 -583.2 7 0 26 317 4 max 54.399 10 0 26 129.6 1 0 1 874.803 1 434.701 25 318 min -54.4 4 -64.399 25 -129.6 7 0 1 -874.8 7 0 26 319 5 max 54.399 10 0 26 129.6 1 0 1 1166.403 1 579.6 25 320 min -54.4 4 -64.399 25 -129.6 7 0 1 -1166.4 7 0 26 321 M41 1 max 129.601 1 0 26 54.4 4 579.605 25 1166.404 13 .01 3 322 min -129.601 7 -64.395 25 -54.399 22 0 26 -1166.401 7 -.009 4 323 2 max 129.601 1 0 26 54.4 4 579.605 25 1166.841 13 48.294 25 324 min -129.601 7 -64.395 25 -54.399 22 0 26 -1165.968 7 0 26 325 3 max 129.601 1 0 26 54.4 4 579.605 25 1167.278 13 96.59 25 326 min -129.601 7 -64.395 25 -54.399 22 0 26 -1165.535 7 0 26 327 4 max 129.601 1 0 26 54.4 4 579.605 25 1167.716 13 144.887 25 328 min -129.601 7 -64.395 25 -54.399 22 0 26 -1165.102 7 0 26 329 5 max 129.601 1 0 26 54.4 4 579.605 25 1168.153 13 193.183 25 330 min -129.601 7 -64.395 25 -54.399 22 0 26 -1164.669 7 0 26 331 M46 1 max 120.015 15 98.002 25 100.809 6 .001 26 1030.755 3 294.004 25 332 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1029.828 9 .009 26 333 2 max 120.015 15 98.002 25 100.809 6 .001 26 1043.162 3 220.503 25 334 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1042.393 21 .006 26 335 3 max 120.015 15 98.002 25 100.809 6 .001 26 1055.57 3 147.001 25 336 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1054.958 21 .004 26 337 4 max 120.015 15 98.002 25 100.809 6 .001 26 1067.978 3 73.5 25 338 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1067.524 21 0 26 339 5 max 120.015 15 98.002 25 100.809 6 .001 26 1080.386 3 .022 5 340 min -120.021 9 .004 26 -100.826 24 -882.005 25 -1080.09 21 -.029 6 341 M47 1 max 100.816 6 98 25 120.01 9 .002 25 1080.349 15 881.998 25 RISA-3D Version 14.0.1 Page 10 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 342 min -100.818 24 0 26 -120.039 3 -.004 5 -1080.087 9 -.002 26 343 2 max 100.816 6 98 25 120.01 9 .002 25 810.261 15 661.498 25 344 min -100.818 24 0 26 -120.039 3 -.004 5 -810.064 9 0 26 345 3 max 100.816 6 98 25 120.01 9 .002 25 540.174 15 440.997 25 346 min -100.818 24 0 26 -120.039 3 -.004 5 -540.042 9 0 26 347 4 max 100.816 6 98 25 120.01 9 .002 25 270.087 15 220.497 25 348 min -100.818 24 0 26 -120.039 3 -.004 5 -270.019 9 .002 26 349 5 max 100.816 6 98 25 120.01 9 .002 25 .009 14 .006 19 350 min -100.818 24 0 26 -120.039 3 -.004 5 -.015 5 -.01 5 351 M50 1 max 120.014 15 98 25 100.808 6 .001 26 1030.769 15 294.001 25 352 min -120.026 9 0 26 -100.828 24 -881.997 25 -1029.829 21 0 26 353 2 max 120.014 15 98 25 100.808 6 .001 26 1043.168 3 220.501 25 354 min -120.026 9 0 26 -100.828 24 -881.997 25 -1042.392 21 0 26 355 3 max 120.014 15 98 25 100.808 6 .001 26 1055.567 3 147.002 25 356 min -120.026 9 0 26 -100.828 24 -881.997 25 -1054.956 9 0 26 357 4 max 120.014 15 98 25 100.808 6 .001 26 1067.967 3 73.502 25 358 min -120.026 9 0 26 -100.828 24 -881.997 25 -1067.52 9 -.001 26 359 5 max 120.014 15 98 25 100.808 6 .001 26 1080.366 3 .014 4 360 min -120.026 9 0 26 -100.828 24 -881.997 25 -1080.084 9 -.005 1 361 M51 1 max 100.818 6 98 25 120.01 21 0 14 1080.357 15 881.999 25 362 min -100.816 24 0 26 -120.04 15 -.002 27 -1080.086 9 -.001 26 363 2 max 100.818 6 98 25 120.01 21 0 14 810.268 15 661.499 25 364 min -100.816 24 0 26 -120.04 15 -.002 27 -810.065 9 -.001 26 365 3 max 100.818 6 98 25 120.01 21 0 14 540.18 3 440.999 25 366 min -100.816 24 0 26 -120.04 15 -.002 27 -540.045 9 -.001 26 367 4 max 100.818 6 98 25 120.01 21 0 14 270.092 3 220.499 25 368 min -100.816 24 0 26 -120.04 15 -.002 27 -270.024 9 -.001 26 369 5 max 100.818 6 98 25 120.01 21 0 14 .026 6 .006 27 370 min -100.816 24 0 26 -120.04 15 -.002 27 -.015 17 -.002 20 371 M56 1 max 79.69 17 0 26 112.064 10 .002 8 .001 7 .005 8 372 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -.004 22 0 2 373 2 max 79.69 17 0 26 112.064 10 .002 8 252.143 10 144.9 25 374 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -252.924 4 0 26 375 3 max 79.69 17 0 26 112.064 10 .002 8 504.286 10 289.801 25 376 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -505.85 4 0 26 377 4 max 79.69 17 0 26 112.064 10 .002 8 756.43 10 434.701 25 378 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -758.775 4 0 26 379 5 max 79.69 17 0 26 112.064 10 .002 8 1008.573 10 579.602 25 380 min -79.689 23 -64.4 25 -112.411 4 -.002 5 -1011.7 4 0 26 381 M57 1 max 112.244 10 0 26 79.963 11 579.612 25 1008.564 22 .008 5 382 min -112.239 16 -64.399 25 -79.417 5 0 26 -1011.697 4 -.014 19 383 2 max 112.244 10 0 26 79.963 11 579.612 25 1057.392 10 48.293 25 384 min -112.239 16 -64.399 25 -79.417 5 0 26 -1060.072 4 0 26 385 3 max 112.244 10 0 26 79.963 11 579.612 25 1106.223 10 96.592 25 386 min -112.239 16 -64.399 25 -79.417 5 0 26 -1108.447 4 0 26 387 4 max 112.244 10 0 26 79.963 11 579.612 25 1155.054 10 144.891 25 388 min -112.239 16 -64.399 25 -79.417 5 0 26 -1156.822 4 0 26 389 5 max 112.244 10 0 26 79.963 11 579.612 25 1203.885 10 193.19 25 390 min -112.239 16 -64.399 25 -79.417 5 0 26 -1205.196 4 0 26 391 M62 1 max 120.016 11 97.996 25 100.762 2 0 26 1203.833 10 293.997 25 392 min -120.03 17 0 26 -100.875 8 -882.001 25 -1205.246 16 0 26 393 2 max 120.016 11 97.996 25 100.762 2 0 26 1154.99 22 220.5 25 394 min -120.03 17 0 26 -100.875 8 -882.001 25 -1156.887 16 0 26 395 3 max 120.016 11 97.996 25 100.762 2 0 26 1106.148 22 147.003 25 396 min -120.03 17 0 26 -100.875 8 -882.001 25 -1108.529 16 0 26 397 4 max 120.016 11 97.996 25 100.762 2 0 26 1092.644 11 73.507 25 398 min -120.03 17 0 26 -100.875 8 -882.001 25 -1092.802 17 0 26 RISA-3D Version 14.0.1 Page 11 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[l... LC y-y Moment[lb-in] LC z-z Moment[lb-in] LC 399 5 max 120.016 11 97.996 25 100.762 2 0 26 1080.04 11 .023 6 400 min -120.03 17 0 26 -100.875 8 -882.001 25 -1080.447 17 -.01 24 401 M63 1 max 100.819 14 98 25 120.05 17 .001 4 1080.011 23 882.001 25 402 min -100.818 20 0 26 -120.001 23 -.002 12 -1080.448 5 0 26 403 2 max 100.819 14 98 25 120.05 17 .001 4 810.009 23 661.5 25 404 min -100.818 20 0 26 -120.001 23 -.002 12 -810.337 5 0 26 405 3 max 100.819 14 98 25 120.05 17 .001 4 540.006 23 441 25 406 min -100.818 20 0 26 -120.001 23 -.002 12 -540.227 5 0 26 407 4 max 100.819 14 98 25 120.05 17 .001 4 270.006 11 220.5 25 408 min -100.818 20 0 26 -120.001 23 -.002 12 -270.116 5 0 26 409 5 max 100.819 14 98 25 120.05 17 .001 4 .01 10 .011 11 410 min -100.818 20 0 26 -120.001 23 -.002 12 -.01 22 -.004 10 411 M66 1 max 120.03 23 97.997 25 100.78 14 0 26 1203.993 10 293.996 25 412 min -120.023 17 0 26 -100.849 8 -881.997 25 -1205.07 16 0 26 413 2 max 120.03 23 97.997 25 100.78 14 0 26 1155.21 10 220.498 25 414 min -120.023 17 0 26 -100.849 8 -881.997 25 -1156.656 16 0 26 415 3 max 120.03 23 97.997 25 100.78 14 0 26 1106.427 10 147.001 25 416 min -120.023 17 0 26 -100.849 8 -881.997 25 -1108.245 4 0 26 417 4 max 120.03 23 97.997 25 100.78 14 0 26 1092.62 11 73.503 25 418 min -120.023 17 0 26 -100.849 8 -881.997 25 -1092.801 5 0 26 419 5 max 120.03 23 97.997 25 100.78 14 0 26 1080.007 11 .009 6 420 min -120.023 17 0 26 -100.849 8 -881.997 25 -1080.451 5 -.014 1 421 M67 1 max 100.82 2 98 25 120.049 17 0 23 1080.011 23 882 25 422 min -100.818 8 0 26 -120.002 23 0 6 -1080.438 17 0 26 423 2 max 100.82 2 98 25 120.049 17 0 23 810.008 11 661.5 25 424 min -100.818 8 0 26 -120.002 23 0 6 -810.329 5 0 26 425 3 max 100.82 2 98 25 120.049 17 0 23 540.007 11 441 25 426 min -100.818 8 0 26 -120.002 23 0 6 -540.221 5 0 26 427 4 max 100.82 2 98 25 120.049 17 0 23 270.005 11 220.5 25 428 min -100.818 8 0 26 -120.002 23 0 6 -270.113 5 0 26 429 5 max 100.82 2 98 25 120.049 17 0 23 .009 24 .006 12 430 min -100.818 8 0 26 -120.002 23 0 6 -.01 13 -.002 8 431 M72 1 max 79.686 15 0 26 112.357 4 .002 27 .003 5 .003 27 432 min -79.689 21 -64.4 25 -112.117 10 -.002 5 -.004 3 -.005 8 433 2 max 79.686 15 0 26 112.357 4 .002 27 252.804 16 144.9 25 434 min -79.689 21 -64.4 25 -112.117 10 -.002 5 -252.263 10 .001 26 435 3 max 79.686 15 0 26 112.357 4 .002 27 505.607 16 289.8 25 436 min -79.689 21 -64.4 25 -112.117 10 -.002 5 -504.526 10 0 26 437 4 max 79.686 15 0 26 112.357 4 .002 27 758.41 4 434.699 25 438 min -79.689 21 -64.4 25 -112.117 10 -.002 5 -756.789 10 0 26 439 5 max 79.686 15 0 26 112.357 4 .002 27 1011.213 4 579.599 25 440 min -79.689 21 -64.4 25 -112.117 10 -.002 5 -1009.052 10 0 26 441 M73 1 max 112.219 16 .007 26 79.835 9 579.603 25 1011.22 4 .013 6 442 min -112.239 10 -64.407 25 -79.535 3 0 26 -1009.05 22 -.004 1 443 2 max 112.219 16 .007 26 79.835 9 579.603 25 973.539 5 48.305 25 444 min -112.239 10 -64.407 25 -79.535 3 0 26 -972.443 23 .005 26 445 3 max 112.219 16 .007 26 79.835 9 579.603 25 949.23 5 96.611 25 446 min -112.239 10 -64.407 25 -79.535 3 0 26 -947.889 23 0 26 447 4 max 112.219 16 .007 26 79.835 9 579.603 25 924.922 5 144.916 25 448 min -112.239 10 -64.407 25 -79.535 3 0 26 -923.335 23 -.006 26 449 5 max 112.219 16 .007 26 79.835 9 579.603 25 900.613 5 193.221 25 450 min -112.239 10 -64.407 25 -79.535 3 0 26 -898.782 23 -.011 26 RISA-3D Version 14.0.1 Page 12 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Company : APX Engineering Group, LLC Nov 5, 2018 11:35 AMDesigner : M. Phillips Job Number : 18-0163.66 Checked By:_____ Model Name : Indian River Estates - Antenna Mount Analysis Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-in] LC MY [lb-in] LC MZ [lb-in] LC 1 N115 max 1262.911 7 1372.564 27 2721.019 10 -17130.9 22 32172.563 7 2257.539 13 2 min -1261.254 1 458.52 26 -2721.319 16 -65128.199 27 -32159.923 13 -3777.34 7 3 N99 max 2801.66 6 1040.743 12 1576.004 24 23747.689 11 7528.78 4 40318.348 12 4 min -2800.658 24 -54.576 26 -1572.81 6 -1609.245 26 -7512.66 22 -1802.494 26 5 N107 max 2477.608 8 1040.009 8 2200.694 9 24838.886 9 22643.922 9 1067.841 26 6 min -2481.717 14 -28.95 26 -2197.137 15 -1589.581 26 -22711.931 15 -39575.26 8 7 Totals:max 6310.143 7 3089.796 25 5460.561 10 8 min -6310.129 13 374.994 26 -5460.518 16 RISA-3D Version 14.0.1 Page 13 [T:\...\...\...\...\3C installation [2018]\Indian River Estates - Antenna Mount.r3d] Page 1 of 1 Loads and Dimensions Base Plate Reactions (Factored) Rx =(Max Member Tension, x-axis) Ry =(Max Member Shear, y-axis) Rz =(Max Member Shear, z-axis) Mx =(Max Member Torque, x-axis) My =(Max Member Bending, y-axis) Mz =(Max Member Bending, z-axis)4 Bolts Connection Dimensions d1 =in (Horizontal Bolt Separation) d2 =in (Vertical Bolt Separation) Maximum Bolt Shear Vu =(Ry/4)2 + (Rz/4)2 + Mx / d1 2+d2 2 / 2 Vu =lbs per bolt Maximum Bolt Tension Tu =(Rx/4) + (My/d1/2) + (Mz/d2/2) Tu =lbs per bolt Bolt Capacity Tn = lbs (Bolt Design Tensile Strength, AISC Eq. J3-1) Vn = lbs (Bolt Design Shear Strength, AISC Eq. J3-1) f rv = psi (Bolt Required Shear Stress, AISC J3.7) F'nt = 1.3Fnt - (Fnt/Fnv)f rv >Fnt =(Modified Nominal Tensile Stress, AISC Eq. J3-3a) =psi(Thus, Fnt Governs) Rn = 0 (Bolt Available Tensile Strength, AISC Eq. J3-2) Tu ≤Rn OK 37.9% Stressed in Tension, 6.1% Stressed in Shear, 37.9% Stressed Combined 90,000 psi 111,512 20,709 Ry ASTM A325-N, 5/8" Ø 20,709 2,469 Mz 12,425 Rx Rz 758 7,854 4,500 lb-in 33,000 lb-in 65,400 lb-in 7.0 d1 =7 in 7.0 Member Local Axes 1,500 lbs d2 =7 in 1,500 lbs 3,300 lbs Standoff Connection Check In Accordance With AISC LRFD 14th Edition AT&T Indian River Estates [FA# 10126629], 18-0163.66 M. Phillips, November 2018 APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 My  Mx