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HomeMy WebLinkAboutSTRUCTURAL ANALYSIS - ANTENNA MOUNTat&t SCANNED BY St. Lucie County January 30, 2018 EAPR VED Dennis Demarco 2019MasTec Network Solutions, LLC6100 Broken Sound Parkway, Suite 6y, Parr Boca Raton, FL 33487 Subject: Structural Analysis = Antenna Mount Carrier Designation: AT&T: Midway Rd 1FA# 10048909] APX Project: 18-0163.03 Site Information: 5690 Environment Drive Fort Pierce, St Lucie County, FL 34981 Latitude 27.3795910 N, Longitude 80.3E Antenna Mount Analysis (Worst -Case) Dear Mr. Demarco: "J& ax E N G IN E E R ING G R O UP F-C"T GIuEO Ulm F! HAR APX Engineering Group,-LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mounts are able to support certain worst -case proposed loads. L 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 structures 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 158 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. Members: Pass at 36.5%, Connections: Pass at 36.4% _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 AT&T and MNS. 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 Eliezer Diaz, E.I. Project Engineer REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Michael A. Phillips, P.E. Chief Engineer Florida License #68312 AT&T: Midway Rd [FA# 10048909] Structural Analysis Report Table 1: Analysis Criteria Criterion Building Code Description Florida Building Code, 6t^ Edition (2017) 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 158 mph, 3-Second Gust (FBC Figure 1609.3(1)) Nominal Wind Speed 122 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class II (1 = 1.0) Topo. Category 1 Crest Height Zero Feet Structure Type Mount Table 2: Su000rtina Information January 5, 2018 Construction Drawings (3C) APX December 13, 2017 Radio Frequency Data Sheet (RFDS) AT&T January 5, 2017 -Construction Drawings CALTROP Corporation Various Miscellaneous Information AT&T/MNS Analysis Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All structural components are assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipmentlappurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this.assembly. 5. The replacement antenna mounts in the 3C construction drawings by APX have been installed. 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 �'D.0 1. Check all bolts for proper tightening in accordance with AISC "Snug-TigF�"�n�ol� prior to installation of proposed equipment. G` ` 2. Replace any rusted/corroded hardware with new galvanized hardware APX Engineering Group, LLCIM Wind Load - Appurtenance In Accordance With The TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T Midway Rd, 18-0163.03 E.Diaz, January 2018 /A. *p -� G:,oe e Design Parameters Wind Speed, Vasa = t122 mph (TIA 2.6.1 and Annex B) Exposure = ' ' C (TIA 2.6.5) Structure Class = t:.11 (TIA Table 2-1) Topo Category , 1 (TIA 2.6.6.2) H = N/A ft (Crest Height Above Surrounding Terrain) Structure Type = Mount Wind Load z H W D Appurtenance Type (ft) (ft) (ft) (ft) I = 1.0 (TIA Table 2-3) K:.mm = 0.85 (TIA Table 2-4) Gh = 1.00 (TIA 2.6.9) Ka = 1.0 (TIA Table 2-4) f = Zg = 900 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) e = a = 9.5 (TIA Table 2-4) Kh = N/A (TIA 2.6.6.4) Ka = Ca = a m (Force Coefficient, TIA Table 2-8) Skew 1, Bt = qi = 0.00256K�K�tKdV2I (Velocity Pressure, TIA 2.6.9.6) Skew 2, BZ = F = q:Gh(EPA)A (TIA 2.6.9.2) Round q: �e Oe FF m Fside Skew of 61 ? Ka K� Kn Ka s Front Side Ibs F (p fl ( ) (Ibs) Frront side Page 1 of 1 N/A (TIA Table 2-5) 2.72 (Net. Log Base) le (TIA 2.6.9.2) 0° (TIA Figure 2-4) 00 1 (TIA Figure 2-4) Skew of 02 Wt. F F ms Ftside ( ) Kathrein/Scala 800-10864 Panel .155 155 '155 '155 '155 -155 155'j 4.82 1.24 0.55 N ` 1,Oq 1i01 1.39 1.0 0.95 50.2 1.26 1.46 379 194 379 194 379 194 55.1 31.7 42.1 64.0 50.6 53.0 20.0 CommScopeSBNHH-1D85A Panel 4 '0.99 0.59 'N 1.39 1.0 0.95 50.2 1.27 1.39 253 165 253 165 253 165 CommScope SBNHH-1D85B Panel 6.08 1.42 0.99 0.77 0.59 1.48 N N 11111 '.1 0;= 1 0" 4T,1'0- ;TO, 1.39 1.39 1.0 1.0 0.95 0.95 50.2 50.2 1.36 1.20 1.51 1.20 412 65 272 127 412 65 272 127 412 65 272 127 Ericsson RRUS-11 (Side) Radio Ericsson RRUS-32 (Side) Radio 2.27 0.58 1.01 N 1.39 1.0 0.95 50.2 1.26 1.20 84 138 84 1381 84 138 Ericsson RRU 4426 B66 (side) Radio 2.27 0.58 1.01 N 1.39 1.0 0.95 50.2 1.26 1.20 84 138 84 138 84 138 Raycap DC6-48-60-18-8F squid OVP 2 0.92 0.92 Y -04 1.39 1.0 0.95 50.2 0.70 10.70 64 64 64 64 64 64.4 ,.A T nt Type z (ft) (EPA)N (ft2) (EPA)T (>t?) (EPA)A (ftZ) K: K:t Kd qz (pso Ke FFnm (Ibs) Fside (Ibs) FF °m (Plfl Fside (Pl0 12' me (round) Frame 155 15.35 14 1.391 1.0 0.95 50.2 1.0 771 1 7031 32.1 35.1 Definitions: Panel = Panel or Directional Antenna, Omni = Omni -Directional Antenna, Dish = Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier A Z X Envelope Only Solution APX Engineering Group, E.Diaz 18-0163.03 Midway Rd - Antenna Mount Analysis 3D RENDERED VIEW SK-1 Jan 30, 2018 at 9:49 AM Midway Rd -Antenna mount analy... A Z X Envelope Only Solution APX Engineering Group, ... E.Diaz 18-0163.03 Midway Rd - Antenna Mount Analysis JOINT NUMBERS 10 SK-2 Jan 30.2018 at 9:50 AM Midway Rd -Antenna mount analy... /► Envelope Only Solution APX Enaineedn E.Diaz Midway Rd - Antenna Mount Analysis 18-0163.03 1 MEMBER NUMBERS SK-3 Jan 30, 2018 at 9:50 AM Midway Rd -Antenna mount analy... A z Envelope Only Solutlon APX Engineerin E.Diaz 18-0163.03 Midway Rd - Antenna Mount Analysis MEMBER SIZES SK-4 Jan 30, 2018 at 9:60 AM Midway Rd -Antenna mount ana A Z X Member Length (ft) Displayed Envelope Only Solution APX Engineering Gro E.Diaz 18-0163.03 Midway Rd -Antenna Mount Analysis MEMBER LENGTHS SK-5 Jan 30, 2018 at 9:61 AM Midway Rd -Antenna mount analy... Z X -531b 61 Ib -42.11 IF -50.61b -42.11 Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, ... SK - 6 E.Diaz Midway Rd - Antenna Mount Analysis Jan 30, 2018 at 9:51 AM 18-0163.03 DEAD LOAD Midway Rd -Antenna mount analy... A z x Loads: BLC 4, Wind Side Envelope Only Solution 115110 E.Diaz Midway Rd - Antenna Mount Analysis 18-0.163.03 1 WIND AT SIDE SK-8 Jan 30, 2018 at 9:51 AM Midway Rd -Antenna mount analy... Y SheeEr Check ([IiN.C.01, .0p 0 o -1 Og o o 'o o+ 8 � � n 0 .pg Member Shear Checks Displayed (Enveloped) Envelope Only Solution' APX Engineering Group,:'.:. SK - 9 E.Diaz Midway Rd -Antenna Mount Analysis Jan 30, 2018 at 9:52 AM 18-0163.03 SHEAR CHECK Midway Rd - Antenna mount analy... �, CoOe Ched (Em) No Cal > 1.0 Z X .75.90 ■ .50.]5 0.:50 11 .y0 � m 0 9 O 9 � �7 41*, Member Code Checks Displayed (Enveloped) �®� Envelope Only Solufon � 9 APX Engineering Group, ... E.Diaz Midway Rd - Antenna Mount Analysis an 30, 2018 at 9:52 AM 18-0163.03 UNITY CHECK Midway Rd -Antenna mount analy... Company IINRISAJob Designer mber : 1 0 63.03 Bring Group, LLC Checked By: M. Phillips r e b x x o a -o ci e s Model Name Midway Rd -Antenna Mount Analysis (Global) Model Settin-gs Display Sections for Member Calcs 5 Max InternalSections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Ca aci ' for Wind? Yes _ Include Warping? Yes Trans Load Btwn Intersecting Woad Wall? Yes _ Area Load Mesh inA2 144 Merge Tolerance (in)' .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes - Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration ft/secA2 32.2 Wall Mesh Size in 12 Ei ensolution Conver ence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane xZ Static Solver S arse Accelerated D namic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD Ad'ust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code None Wood Code None Wood Temperature <_100F Concrete Code None Masonry;Code. _ __ None Aluminum Code None - Building Number of Shear Regions 4 Region S acin- Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 , Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Wamin s? No Unused Force Warnings? Yes Min'l Bar Diam. Spacing? No Concrete Reber Set REBAR_ SET_ ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-313 Version 14.0.1 [T:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Pagel Engine 11HROSAJob Nu Number 18-0163.03 Bring Group, LLC Checked By: M. Phillips TECH NO L O GIES Model Name Midway Rd - Antenna Mount Analysis (Global) Model Settinos. Continued Seismic Code ASCE 7-10 Seismic -Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 TX sec Not Entered T Z sec Not Entered R X 8.6 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SIDS 1 S1 1 TL sec Not Entered Risk Cat I or II Om Z 1 mX 1 Rho Z 1 Rho X 1 Envelope RISC 14th(360-10): LRFD Steel Code Checks kfi--k-, Ck--. r_. A rk__L I --rwn n c6..... :....rul n:.: r..6:.0.... ..6:.0... ..f.:. u.. ..u.n A. C.... 1 M1 PIPE 2.5 .365 10.1...3 .077 10.0-1 10 14558.7..l 50715 43155 43155 1.-1-11-1b 2 M2 PIPE 2.5 .214 101•• 9 .064 10.1... 8 14558.7.. 50715 43155 43155 1.. 1-11-1b 3 M15 PIPE 2.0 .090 .29523 .059 0 1 24604.5.. 32130 22459.5 22459.5 1.. 1-11-1b- 4 M16 - PIPE 2.0 _ .089 .29521 .058 0 7 24604.5.. 32130 22459.5 22459.5 1.. 1­11-1b- 5 M17 PIPE 2.0 .082 0 11 .056 0 1224604.5.. 32130 22459.5 22459.5 1.. 1­11-1b- 6 .-M18 - PIPE 2.0 .089 0 5 .038 0 3 28843.4.. 32130 22459.5 22459.5 2.. H1-14 7 M19 PIPE 2.0 .081 0 9 .056 0 8 24604.5.. 32130 22469.5 22459.5 1.. 1­11-1b- 8 M20 PIPE 2.0 .089 0 3 .038 0 5 28843.4.: 32130 22459.5 22459.5 2.. H -lb 9 M21 HSS3x3x4 .196 0 7 .062 .5 z 7 100228...1010161026721026721- H1-1b 10 M22 HS53x3x4 .122 0 1 .038 .5 z 1 1100228 ... 101016102672102 721--1-11-1b 11 M23 PIPE 2.5 .108 4 5 .096 5.5 1 6 30038.4.. 50715 43155 43155 2.. H1-1b 12 M26 _. PIPE 2.5 .108 4 3 .097 5.5 2 30038.4.. 50715 43155 43155 2.-1-11-1b 13 M27 PIPE 2.0 .254 3 25 .037 0 7 28843.4.. 32130 22459.5 22459.5 2.. 1-11-1b 14 M28 SIR 3/4 .124 3 25 .004 0 5 2789.041 14320.8 2211.84 2211.84 1.. H1-1b 15 M29 SR 314 .088 5.382 3 .012 5.382 2 866.742 14320.8 2211.84 2211.84 2.. H1-1b 16 M30 SR 314 .123 3 25 .004 0 3 2789.041 14320.8 2211.84 2211.84 1.. 1-11-1b 17 M31 SR 3/4 .089 5.382 5 .010 5.382 6 866.742 14320.8 2211.84 2211.84 2.. 1-11-1b 18 M32 PIPE 2.0 109 1.562 7 .003 1.562 256295.422 32130 22459.6 22459.5 1.. Ht-11 19 M33 PIPE 2.0 .112 1.562 1 .003 1.562 256295.422 32130 22459.5 22459.5 1.. Ht-1 b' 20 M33A PIPE 2.5 .166 5.5 10 .073 5.5 7 30038.4.. 50715 43155 43155 2.. 1-1b Load Combinations 0 ■■■m®��■�■M■M■M■�■�■�■� RISA-31) Version 14.0.1 [f:\... \... \... \... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 2 Company APX Engineering Group, LLC Jan 30, 2018 6 AM 11HROSA Designer 18-E.D01 Checks Job Number 18-0163.03 Checked By: M. Phillips T E e N N n- L 6 n 1 E s Model Name Midway Rd -Antenna Mount Analysis Load Combinations (Continued) n.o ,,intinn C P C R Fa R F. R F. R F. R P. R F. R Fa R Fa R Fa R Fa m , • . : � . - . ■o■mom■■��■t■�■�■�■�■�■�■� m , • . . , . - . ■©■mom■���■�■�■�■�■�■�■� m , • . � � . - . r�©■mom■���■�■�■�■�■�■�■� ' ® - • ■o■mom■�■�■�■�■�■�■�■�■� m . ■®■�®mom■�■�■�■�■�■®■®■® Joint Loads and Enforced Displacements (BLC 1 : Dead Load) --- .Inint I h.1 -- - - - -- --I n M ni.,Hnn Mnnnitudorrlh I/_in) !in rnA\ ❑h cA 1 ANT3 L Y -42.1 2_ ANT1 L Y - .- -42.1 3 ANT2 L Y -42.1 4 DC6 L _ Y - -20 5 RRUS32 L Y -50.6 6` RRUS-32 L _ Y -50.6 7 RRUB66 L Y -53 8 RRUS11 L Y -54 Joint Loads and Enforced Displacements (BLC 3: Wind Front) .-i-. I _,1 I IRA n:....A:..., RAe rd ,A_rnk IF_i.,t a., . A% n6MA 1 ANT3 L Z 412 2 ANT1 L Z 412 3 ANT2 L Z 412 4 DCB= L . Z 64 —5— RRUS32 L Z 84 6 ' .RRUS-32 L Z 84 7 RRUB66 L Z 84 8 - R USI f L Z 65 Joint Loads and Enforce`d.Uisplacements (BLC 4: Wind Side) Joint Label L,D,M Direction Magnitude[(Ib,lb-in), (in,rad), (lb•sA... RISA-31D Version 14.0.1 [T:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 3 Company APX Bring Group, LLC I N Des (Number I ROSA Job 18-0163.03 Checked By: M. Phillips r e s x x a i o a t c s Model Name Midway Rd -Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 4: Wind Side) (Continued) Joint Label L.D.M Direction Maonituder(lb.lh-inl. (in.rad). (Ih•s^... 1 ANT3 L X 272 2 ANTI L X 272 3 ANT2 L X 272 4 DC6 L _ X 64 5 RRUS32 L X 138 6 RRUS-32 L X 138 7 RRUB66 L X 138 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Envelope Member Section Forces Memher S__ AsiRinhl I C v Rhearrlhl 1 C 7.Rhpnrrlhl 1 r.Tnmrwrlh-inl l Cv-v Mnm I C,a Mnmantr I C 1 1 M1 11 M.-I 0 11 0 11 0 1 0 ll 0 1 0 1 1 2 Hd 0 1 0 11 0 1 0 1 0 1 0 1 1 3 2 m.. 1679.118 4 114.925 6 505.872 23 1601.024 106626.097 6 1240.527 25 4 nir -1570.459 22 38.653 24 -518.411 5 -1294.084 1%6189.702 24 627.096' 22 5 3 11.. 1679.609 4 94.381 6 378.516 3 1474.764 9 12542.9.. 10 -1147.685 22 6 i -1 70.459 22 -94.389 2 -379.378 5 -1607. 75 10-12588....16 -2756.642 1 7 4 m.. 1679.609 4 -38.02 20 517.549 3 1290.101 166593.399 2 1227.201 25 8 nir -1569.698 22 -1 4.933 . 2 -504.81 21 -1607.575 10 6150.49 20 61T486 22 9 5 m•• 0 1 0 1 0 1 0 1 0 1 0 1 10 nir 0 1 0 1 0 Ill 0 1 0 1 0 1 11 1 M2 1 1 m.. 0 1 0 11 0 11 0 1 0 1 0 1 12 1 knid0 11 0 1 0 1 0 1 0 1 0 1 13 2 m.. 936.647 16 93.762 25 316.482 11 1212.425 9 4238.841 6 1423.576 12 14 nir -981.267 10 48.286 17 -319.127 17 -1156. 13 15 -3852.34E 24 238.577 18 15 3 'n.. 936.647 16 71.804 11 180.165 15 1212.425 9 7317.754 10 -1103.542 16 16 nir -982.209 10 -71.256 9 -180.094 17 -1221,514 11 7055.91 16 -1957.373 25 17 4 m.. 936.335 16 -47.812 15 319.198 15 1160.638 174169.472 1420.528 8 18 nir -982.209 10 -93.094 25 -316.035 9 -1221.514 11,3775.99E 20 222.39 14 19 5 m.. 0 1 0 1 0 1 0 1 0 1 0 1 20 nir 0 1 0 1 0 1 1 0 1 0 1 1 0 1 21 M3 1 1 Im.4 604.545 24 128.512 4 528.743 13 1003.138 5 1530.597 769,754 21 22 nir -66678 6 38.107 22 -620.697 7 246.24 23 1200.33 13 -1261.234 3 23 2 m•• 604.545 24 128.512 4 528.743 13 1003.138 5 1065.067 7 738.442 21 24 nir -666.78 6 38.107 22 -620.697 7 246.24 23 -803.779 13 -1354.821 3 25 3 m•• 604.545 24 128.512 4 528.743 13 1003.138 5 633.448 8 707.13 21 26 nir -666.78 6 38.107 122 -620.697 7 246.24 23 -433.944 14 -1 48.409 3 27 4 m.. 604.545 24 128.512 4 528.743 13 1003.138 5 1270.703 .818 21 28 nir -666.78 6 38.107 22 -620.697 7 246.24 23 -128.37 1541.997 3 29 5 m.. 604.545 24 128.512 4 528.743 13 1003.131 5 433 644.506 21 30 i 666.78 6 38.107 22 -620.697 7 246.24 23 7 18 -1635.585 3 31 M4 1 m.. 301.218 11 199.083 1 246.102 1 2246.309 6513 1237.266 19 32 I -290.905 17 -44.033 19 -168.358 19 -953.75 81.21 7 -1499.0111 1 33 1 12 Im.-I 301.218 11 199.083 1 246.102 1 2246.30H 1 1075.95413 1270.291 1 19 RISA-31D Version 14.0.1 [TA ... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 4 Company APX Job Number 8-0163.03 Bring Group, LLC Checked By: M. Phillips r e c x x o L. o U i E s Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mpmhnr S__ Arinlflhl I C v Shparrlhl I C 7 Shpnrnhl 1 CTnmuanh-inl I r.,v Mnm I C,a Mnmpntr 1 C 34 1 1 hid-290.905 17 -44.033 19 -168.358 19 -953,758 19 -1298.99 7 -1648.322 1 35 3 m.-I 301.218 11 199.083 1 246.102 1 2246.309 1 1252.04313 1303.316 19 36 ld -290.905 17 -44.033 19 -168.358 19 -953.758 19 1416.76 7 =1797.634 1 _ 37 4 m..I 301.218 11 199.083 1 246.102 1 2246.309 1 1428.13213 1336.341 19 38 ir -290.905 17 -44.033 19 -168.358 19 -953.758 19 1534.54 7 -1946.946 1 39 5 m•• 301.218 11 199.083 1 246.102 1 2246.309 1 1604.22113 1369.366 19 40 ir -290.905 17 -44.033 19 -_168.358 19 -953.758 19 1652.31 G 7 -2096.258 1 41 M9 1 rn•• 615.836 20 127.059 4 621.643 1 -239.938 211243.01619 782.167 23 42 nir -678.86 2 37.139 22 -531.181 19 -989.832 3 -1577;36.1 1 -1253.439 5 43 1 2 m•. 615.836 20 127.059 4 621.643 1 -239.938 1211844.63119 751.836 23 44 nir -678.86 2 37.139 22 -531.181 19 -989.832 3 1111.12 1 -1346.203 5 45 3 m•. 615.836 20 127.059 4 621.643 1 -239.938 21465.19518 721.504 23 46 nirl -678.86 2 37.139 22 -531.181 19 -989.832 3 -669.55712 -1438.966 5 47 4 m.. 615.836 20 127.059 4 621.643 1 -239.938 21141.38417 691.173 23 48 nir -678.86 2 37.139 22 -531.181 19 -989.832 3 -289.17 11 -1531.73 5 49 5 m.. 615.836 20 127.059 4 621.643 1 -239.938 21336.64314 660.842 1 23 50 `-678.86 2 37.139 22 -531.181 19 -989.832 3 -401.953 8 -1624.493 5 51 M10 1 m•• 303.85 9 199.932 7 1 170.394 131 989.719 131218.337 1 1276,678 13 52 nir -293.612 15 =4T.609 13 -246.45 - 7 -2256.44 7 -933.464 19 -1529.956 7 53 2 m•• 303.85 9 199.932 7 170.394 13 989,719 131337.82 1 1312.385 13 54 nir -293.612 15 -47.609 13 -246.45 7 -2256.44 7 -1109.99 19 -1679.905 7 55 3 Im.4 303.85 9 199.932 7 170.394 13 989.719 131457.303 1 1348,092 13 56 nir -293.612 15 -47.609 13 -246.45 7 -2256.44 7 1286.51 19 -1829.854 7 57 4 m.. 303.85 9 199.932 7 170.394 13 989.719 131576.785 11 1383.799 13 58 nir -293.612 15 -47.609 13 '-246.45 7 -2256.44 7 1463.04 19 -1979:803 _ 7 59 5 m.. 303.85 9 199.932 7 170.394 13 989.719 131696.268 1 1419.506 13 60 i -29 .612 1161 -47.609 8 -246.45 :7 -2256.44 7 1639.57119 -212 .753 7 61 1 M11 1 m.. 1245.638 231 251.953 5 1731.098 231 583.917 8 641.933 3 875.394 --5- - 62 -13 8.574 5 102.904 23 -1920.238 5 -372.436 14 -613.948 21 -61 .98 23 63 2 rn•• 1245.638 23 251.953 5 1731.098 23 583.917 8 1186.694 24 688.331 17 64 nir -130 .574 5 .102.904 23 -1920.238 5 -372,436 141304.43 -690.599 11 65 3 m•• 1245.638 23 251.953 5 1731.098 23 583.917 8 2372.76123 537.427 17 6 -1308:574 5 102.904 23 -1920.238 5 -372.436 14 262Z88 5 -806.014 11 67 4 m.. 1245.638 23 251.953 5 '1731.098 23 583.917 8 3671.074 23 386.524 17 68 -1308.574 5 102.904 23 -1920.238 5 -372.436 14 4068.06 5 -921.428 11 69 5 m.. 1245.638 23 251.953 5 1731.098 23 583.917 8 4969.398 23 235.62 17 70 nir -1308.574 5 102.904 23 -1920.238 5 -372.436 14 5508.2a 5 -1036.843 11 71 M12 1 m.. 759.782 11 307.034 1 1020.827 101 663.725 7539.19721 1816.268 5 72 nir -746.368 17 24.771 19 -893.983 16 -465.181 13-548.336 3 -1128.361 23 73 2 m.. 759.782 11 307.034 1 1020.827 10 663.725 7 1181.66410 1735.451 5 74 nir -746.368 17 24.771 19 -893.983 16 -465.181 13 1094.83 16 -1295.149 23 75 3 m•• 759.782 11 307.034 1 1020.827 10 663.725 7 1947.28410 1654.634 5 76 nir -746.368 17 24.771 19 -893.983 16 -465.181 13 1765.32 16 -1461.937 23 77 4 Im.4 759.782 11 307.034 1 1020.827 10 663.725 712712.904110 1585.29 17 78 nir -746.368 17 24,771 19 -893.983 16 -465.181 13 2a35.80 16 -1640.646 11 79 5 n.• 759,782 11 307.034 1 1020.827 10 663.725 7 3478.525 10 1540.161 17 80 nir -746.368 171 24.771 19 -893.983 16 -465.181 13 3106.29 16 -1843.178 11 81 M13 1 rn.. 1251.864 21 250.047 3 1968.761 3 381.136 18618.55623 881.251 3 82 nir -1315.057 3 101.715 21 -1779.511 21 -602.812 12 -642.359 5 -616.156 21 83 2 m. -1251.864 21 250.047 3 1968.761 3 381.136 181382.781 2 695.25 15 84 nir -1315.057 3 101.715 21 -1779.511 21 -602.812 12 1260.37 20 -694.508 9 85 3 m•• 1251.864 21 250.047 3 1968.761 3 381.136 182712.674 3 545.441 15 86_ -1315.057 3 101.715 21 -1779.511 21 -602.812 12 2a53.07 21 -808.707 9 87 4 m.• 1251.864 r21' 250.047 3 1968.761 3 381.136 184189.245 3 395.631 15 88 -1315.057 a '-1.01.715 21 _-1779.511 21 -602.812 12 3787.70 21 -922.907 9 89 5 rn 1251.864 21 250.047 3 1968.761 3 381.136 185665.816 3 245.822 15 90 -1315.057 3 101:715 21 -1779.511 21 -602.812 12 5122.34 21 -1037.106 9 RISA-31D Version 14.0.1 [f:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 5 Designer e 11HROSAJob Number 118-0 63.03 Company APX Engineering Group, LLC Checked By: M. Phillips r e c x N a L o c r E s Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Memher S... Axialrlhl LC v Shearrlhl LC 7 Shaarflhl I CTnmueflh-inl l Cv-v Mnm_I C7-7 Mnmwntr 1 C 91 1 M14 11 Im-4 762.135 91 307.6 7 919.589 151 480.391 19546.555 5 1823.249 3 92 nir -748.987 15 20.454 13 -1044.494 9 -687.078 1 -541.496 23 -1142.607 21 93 2 'n.. 762.135 9 307.6 7 919.589 15 480.391 191089.78716 1745.103 3 94 nir -748.987 15 20.454 13 -1044.494 9 -687.078 1 1180.43 10 -1309.257 21 95 3 m•• 762.135 9 307.6 7 919.589 15 480.391 191760.65916 1666.956 3 96 nir =748.987 15 20.454 13 -1044.494 9 -687.078 1 1946.12 10 -1475.907 21 97 4 m.. 762.135 9 307.6 7 919.589 15 480.391 192431.53116 1600.286 15 98 nir -748.987 15 20.454 13 -1044.494 9 -687.078 1 2711.81 10 -1654.477 9 99 5 m.. 762.135 9 307.6 7 919.589 15 480.391 193102.40316 1557.439 15 100 -748.987 15 _ 20.454 13 -1044.494 9 -687.078 1 3477.50 10 -1856.483 9 101 M15 1 m.. 1661.136 231 301.957 11 52.124 1 -320.642 191 0 1 0 1 102 nir -3047.967 51 130.317 19 -38.796 19 -573.879 25 0 1 0 1 103 2 m.. 2204.677 23 -2.561 19 22.052 13 -204.516 18503.5561 -343.401 19 104 nir -2404.089 5 -9.63 1 -23.294 7 -411.847 12 -451.461 19 -721.767 1 105 3 m.. 2188.991 23 -6.246 19 .126 22 -204.516 18654.1881 -281.07 19 106 i -2388.403 5 -14.543 1 -1.268 5 -411.847 12 -619.457 19 -554.681 1 25 107 4 m.. 2173.305 23 -9.93 19 21.886 19 -204.516 18486.331 1 1 -166.602 19 108 nir -2372.717 5 -19.596 25 -23.113 1 -411.847 12 -468.966 19 -317.889 25 1091 1 5 m.. 2157.619 23 -13.614 19 44.392 19 -204.516 18 0 1 0 1 110 nir-2357.031 5 -25.327 25 -45.619 1-411.847 12 0 1 0 1 111 M16 1 Ti.. 1643.468 21 301.41 7 -3.201 22 570.127 25 0 1 0 1 112 nir -3019.373 3 126.921 13 -8.123 4 308.433' 13 0 1 0 1 113 2 m.. 2200.506 21 -2.397 13 1.301 5 409.541 8 7.598 23 -336.43 13 114 1 -2399.702 3 -9.604 7 -.179 23 201.192 14 -55.227 5 -720,642 7 115 3 'n.. 2200.506 21 -6.081 13 1.301 5 409.541 8 5.065 23 -276.422 1 13 116 nir -2399.702 3 -14.516 7 -.179 23 201.192 14 -36.818 5 -551.163 1 25 117 4 Ti.. 2200.506 21 -9.766 13 1.301 5 409.541 8 2.533 23 -164.278 13 118 min -2399.702 3 -19.472 25 -.179 23 201.192 14-18.409 5 -316.13 25 119 5 Im.-I 2200.506 21 -13.45 13 1.301 5 409.541 18 0 1 0 1 120 nir -2399.702 3 -25.203 25 -.179 231 201.192 14 0 1 0 1 121 M17 1 m.. 2021.356 11 253.876 1 41.632 13 -124.724 17 0 1 0 1 122 nir -723 509 17 119.536 19 -51,943 7 -620.098, 11 0 1 0 1 123 2 'n.. 2000.2 11 -1.707 19 22.778 1 -19.976 17469.55313 -307.13 19 124 nir -710.851 17 -6.832 1 -22.255 19 -509.789 11 -492.467 7 -607.1 25 125 3 m•• 1984.514 11 -5.391 19 .402 25 -19.976 17631.51913 -256.889 19 126 i -695.165 17 -11.745 1 .191 24 -509.789 11 -646.795 7 -455.834 25 127 4 m.. 1968,828 11 -9.076 19 22.852 7 -19.976 17474.99713 -154.512 19 128 mirl -679.479 17 -17.164 125, -22.312 13 -509.789 11 -482.635 7 -283.466 25 129 5 m.. 1953.142 11 -12.76 19 45.358 7 -19.976 0 1 0 1 130 i -663.793 17 -22.895 25 -44.818 13 -509.789 0 1 0 1 131 M18 1 m.. 285.57 5 12.821 14 81.593 5 641.933 768.05723 253.062 14 132 i 130.083 23 44.914 8 -31.058 23 -613.948 1824.40 5 -838.615 133 2 'n.. 282.446 5 12.821 14 81.593 5 641.933 [21-1090.067 488.53723 144.77 13 134 i 127.74 23 -44.914 8 -31.058 23 -613.948 5 -442.288 7 135 3 'n.. 279.323 5 12.821 14 81.593 5 641.933 209.01823 70.774 24 136 i 125.397 23 -44.914 8 -31.058 23 -613.948 -355.728 5 -78.405 6 137 1 4 'n.. 276.199 5 12.821 14 81.593 5 641.933 3378.611 5 374.055 8 138 min, 123.055 23 -44.914 8 -31.058 23 -613.948 21-70.50123 -93.108 14 139 5 Im.-I 273.075 5 12.821 14 81.593 51 641.933 3 1112.955 778.278 8 140 nir 120.712 23 -44.914 8 -31.058 23 -613.948 21-350.02 23JI208.498 14 141 M19 1 m•• 1989.46 9 1 253.479 7 7.618 25 620.594 9 0 0 1 142 nir -703.447 15 117.039 13 4.249 21 120.1 15 Q 1 0 1 143 2 m•• 1984.012 9 -1.586 13 -.241 17 510.197 9,11 25 -301.975 13 144 nir -706.432 15 -6.812 7 -.401 25 15.602 0.24 17 -603.18 25 145 3 m.. 1984.012 9 -5.27 13 -.241 17 510.6 11.342 25 -263.453 13 146 i -706.432 15 -11.724 7 -.401 25 15. 15 6.827 17 -483.22 25 147 4 m•. 1984.012 9 -8.954 13 -.241 17 510.197 9 5.671 25 -152.793 13 RISA-3D Version 14.0.1 [T:\... \...1...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 6 Des Engine 11 H ROSA Job Nn ber 8-0163.03 Bring Group, LLC Checked By: M. Phillips T E c a x o. L o GIES Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mcmhar R Arialnhl I C v Chovrrlhl I C Mnm.ntr 1 r. 148 knid -706.432 15 -17.072 25 -.401 251 15.602 151 3.413 17 -282.159 1 25 149 5 Im.-I 1984.012 9 -12.638 13 -.241 171 510.197 91 0 1 0 1 150 -706.432 15 -22.803 25 - -.401 25 15.602 15 _ _0 11 0 1 151 M20 1 m.. 283.544 3 45.872 12 81.834 31 618.557 23 784.263 21 856.605 12 152 nir 128.84 21 -13.444 18 _-31.695 21 -642.359- 5 1830.17 3 -266.012 18 153 2 m.. 280.42 3 45.872 12 81.834 3 618.557 23499.00621 454.152 1 154 nir 126.497 21 -13.444 18 _ -31.695 21 -642.359 5 1093.E 3 -154.336 19 155 3 m.. 277.296 3 45.872 12 81.834 3 618.557 23213.74821 79.327 2 156 nir 124.154 21 -13.444 18 -31.695 21 =642.359 5 -357.154 3 -72.609 20 157 4 'n.. 274.173 3 45.872 12 81.834 3 618.557 23379.3563 96.974 18 158 1 pnirq121.811 21 -13.444 18 -31.695 21 -642.359 5 1 -71.51 121 -381.934 12 159 5 Im.3 271.049 3 45.872 12 81.834 3 618.557 231115.86713 217.97 18 160 nir 119.469 21 -13.444 18 -31.695 21 -642.359 5 -356.768 21 _794.781 _ 12 161 M21 1 m•• 1470.707 22 527.545 25 1630.831 13 0 1 19521.54 7 0 1 162 nir -3575.845 4 311.846 22 -1640.268 7 0 1 -19415.... 13 0 1 163 2 'n.. 1470.707 22 524.639 25 1630.831 13 0 1 14600.7.. 7 _932.735 22 164 nir -3575.845 4 309.978 22 -1640.268 71 0 1 -14622.7 13 -1578.275 25 165 3 'n.. 1655.03 22 579.948 25 1635.767 131 59.686 199869.569 7 -1859.865 22 166 i -3575.845 4 346.688 22 -1644.928 7 -63.117 1 9814.60 13 -3147.832 25 167 4 m•• 1655.03 22 577.042 25 1635.767 13 59.686 194934.784 7 797.217 25 168 pnirl -3289.99 4 344.82 22 -1644.928 7 -63.117 1._907.30113 430.703 22' ' 169 5 m.. 1655.03 22 574.136 25 1635.767 13 59.686 19 0 1 -584.907 15 170 nir -3289.99 4 342.952 22 -1644.928 7 -63.117 1 0 1 -929.549 25 171 M22 1 m.. 2434.999 10 581.007 25 980.129 1 0 1 11806.0..190 1 172 nir -442.707 16 368.108 23 -970.591 19 0 1711914.... 1 0 1 173 2 'n.. 2434.999 10 578.101 25 980.129 1 0 1 8894.291 19 -1101.523 23 174 _ i -4 2.707 16 _ 366.24 23 -970.591 191 0 1 8974.27 1 -1738.663 25 175 3 'n.. 2434.999 10 575.195 25 980.129 1 128.496 195982.517 19 -2197.441 - 23- 176 -661.631 16 364.372 23 -970.5 19 -130. 54 1 6033.88 1 -3468.607 25 177 4 m.. 2182.644 10 499.476 25 975.047 1 128.496 192896.79619 864.333 4 178 nir -661.631 16 314.44 22 -965.599 19 -130.954 1 -2925.14 1 164.206 22 179 5 m•. 2182.644 10 496.57 25 975.047 1 128.496 19 0 1 -252.616 16 80 -661.631 16 312.572 22 -965.599 19 -130.954 1 0 1 -951,512 10 181 M23 1 m•• 0 1 .002 10 .018 6 0 1 0 1 0 1 182 nirl 0 1 0 16 -.012 12 0 1 0 1 0 1 183 2 'n.. _9.861 13 .002 10 .018 61 0 1 .421 6 .01 16 184 nir -15.34 25 0 16 -.012 12 0 1 -.292 12 -.051 10 185 3 m•• 172.98 1 278.515 7 445.319 3 1604.218 134042.599 23 2069.683 19 186 i -101.373 19 =165.211 14 -435.13 21 -1652.321 7 4567.8025 -2189.333 1 187 4 m.. 89.54 25 220.801 13 134.398 10 1990.11 13376.86916 1181.826 13 188 i 57.561 24 -220.832 7 -134.392 16 -1983.896 19 1378.61 10 -1515.44 7 189 5 'n.. 0 1 0 24 .003 1 0 1 0 1 0 1 190 0 1 -.003 6 - -.001 7 0 1 0 1 0 1 191 M26 1 m•• 0 1 0 16 .018 2 0 1 0 1 0 1 192 - i 0 1 -.002 10 012 8 0 1 0 1 0 1 193 2 'n.. -9.861 13 0 16 .018 2 0 1 .429 2 .049 10 194 i -15.34 25 -.002 10 -.012 8 0 1 -.296 8 -.011 16 195 3 m.. 173.839 7 164.832 18 447.243 5 1696.269 114070.715 21 2185.451 7 196 -104.936 13 -276.238 1 -436.878 23 -1639.571 19 4580.70 3 -2070.346 13 197 4 m.• _86.18 25 220.82E 1 134.397 22 1983.903 13 396.344 16 1506.779 1 198 i : _ 55.401 20 -220.799 19 -134.393 16 -1990.097 19 -1352.71 10 -1188.302 19 199 5 m• -' 0 1 .003 2 .003 7 0 1 0 1 0 1 200 0 1 0 20 -.002 1 _ 0 1 0 1 0 1 201 M27 1 m.. 71.962' 25 5.391 1 314.921 25 189.636 7 3307.78 22 130.954 1 202 i 44,688 16 �-5.227 19 184.323 22 -184.395 13 5656.61 26 -128.496 19 203 2 m.. 68.318 25, 5.391 1 314.921 25 189.63E 7 1648.88 22 82.43E 1 204 i _ 42.345 16' -5.227 19 184.323 22 -184.395 13 2822.32 25 _81.45 19 RISA-31D Version 14.0.1 [T:\... \... \... \... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 7 Company APX Engineering Group, LLC Jan 30, 2018 111RISA Designer E.Dla-01 Checked AM ke Job Number 18-0163.03 Checked By: M. Phillips TECH x o Eu 01 ES Model Name Midway Rd -Antenna Mount Analysis Envelope Member Section Forces (Continued) Memhcr A Avimnhl I r. v Shoadlhl 1 r` > Ahnnrrlhl I f:Tnmimnh_inl I r. -v Mnm 1 r.7 7 Mnmonfr I r. 205 3 Im.-I 64.674 25 5.391 1 314.921 251 189.636 171 12.59 101 33.99 1 13 206 Od 40.002 16 -5.227 19 184.323 22 -184.395 131 5.259 16 -34.477 _ 7 207 -4 m.. 61.029 25 5.391 1 314.921 251 189.636 7 2846.248 25 12.641 19 208 i _ 37.659 16 _ -5.227 19 _ 184.323 22 -184.395 131668.926 22 -14.6 1 209 5 m.. 57.385 25 5.391 1 314.921 25 189.636 7 5680.634 25 59.686 19 210 nir 35.316 16 -5.227 19 184.323 22 -184.395.133327.831 22 -63.117 1 211 M28 1 m•• 254.362 1 1.083 24 9.798 25 1.632 23 -105.746 21 18.909 24 212 nir 117.6 19 -1.153 6 5.91 21 -3.597 5 -176.053 25 -22.393 6 213 2 'n.. 253.009 1 1.083 24 9.798 25 1.632 23-52.525 22 9.161 24 214' i 116.585 19 -1.153 6 5.91 21 -3.597 5 -86.875 25 -12.016 - 6 215 3 m.. 251.655 1 1.083 24 9.798 25 1.632 23 2.185 9 22 216 i 115.569 19 -1.153 _ ' 6 5.91 21 -3:597 -.23- 29 4-'- 217 4 m•• 250.301 1 1.083 24 9.798 25 1.632 23 89.481 7 18 218 i 114.554 19 -1.153 6 _ 5.91 21 -3.597 5 53.709 67 12. 219 5 'n.. 248.948 1 1.083 24 9.798 25 1.632 23177.65997 M23.966 18 220 i 113.53 19 -1.153 6 _ 5:91 21 -3.597 5 106.99727 12• 221 M29 1 rn•• -433.346 19 3.933 25 2.499 4 9.716 20 23.918 66 9 222 i -991.365 1 2.15 16 -1.612 22 -17.391 2 -63,382 9 15 223 2 m.. -432.33 19 1.733 10 2.499 4 9.716 20 .123 .89 20 224 i -990.012 1 .639 16 -1:612 22 -17.391 2 -25.17 5 •-27.782 _ 25 225 3 m.• -431.315 19 -.117 22 2.499 4 9.716 20 23.256 15 -18.05 17 226 i '' 2988.658' 1 _ -1.037 4 _ -1.612 _22 -17.391- 2 -34.195 9 -34.328 25 ' 227 4 'n.. -430.3 19 -1.628 22 2.499 4 9.716 . 20 61,787 3 7.747 16 228 nir_-987.304 '1 -3.122 25 -1.612 22 -17.391 2 -58.493 21 -12.044 - 10 229 5 'n.. -429.285 19 -3.14 22 2.499 4 9.716 20101.9483 72.666 4 230 nirl -985.951 1 -5.474 25 -1.612 - 22 -17.391 2 -84.435 21 27.057 22 231 M30 1 m•� 254.016 7 1.191 2 9.77 25 3.51 3 -105.133 23 23.025 2 232 nir 114.943 13 -1.074 _._20 76 23 -1.466 21 -174.556 25 -18:746 20 233 2- Ti.. _252.663 71 1.191 21 9.77 251 3.51 3 -52.253 23 12.309 2 234 - i 113.928 13 1.074 20 5.876 23 -1.466 21 -86.627 25 -9.079 20 235 3 'n.. 251.309 7 1.191 2 9.77 251 3.51 3 2.182 8 1.904 4 36 nir 112.913 .13 -1.074 20 5.876 23 -1.466 21 -231 14 .277 , 22 237 4 'n.. 249.956 7 1.191 2 9.77 25 3.51 3 89.23 25 10,419 8 238 i _111.897 13 -1.074 20 5.876 23 -1.466 21 53.296 24 - 257 14, 239 5 m•• 248.602 7 1.191 2 9.77 25 3.51 3 177.15825 19.938 8 240 i 110.882 13 -1.074 20 5.876 23 -1.466 21106.38723 -19.838 2 241 M31 1 rn•• � 422.071 13 3.941 25 1.811 23 15.031 6167.88315 24.287 11 242 i -989.808 7 2.155 16 -2.685 5 -7.393 24 -28.839 23 1.322 17 243 2 m.. -421.055 13 1.739 10 1.811 23 15.031 6 2.4.528 5 -13.694 24 244 i -988.454 7 .644 16 _ -2.685 5 -7.393 24 .403 23 -27.651 6 245 3 m.. -420.04 13 -.112 22R37 23 15.031 6 31.276 11 -17.994 15 46 I _- 87.1 1 7 -1.03 45 -7.393 24 -20.44 17 -3 '283 25 247 4 m.. -419.025 13 -1.624 2223 15.031 6 58.888 23 7.696 16 248 i - 5.747 7 -3 115 255 - -7.393 24 - 2.182 -12.11 10 - 249 5 m•• -418.01 13 -3.136 2223 15.031 6 88.13 23 72.492 4 250 i - 84.393 7 .467 255 -7.3 3 24-105.538 5 2 .929 22_251 M32 1 m•• 0 1 0 237 0 1 0 1 0 1 252 i 0 1 -.002 251 0 1 0 1 0 1 253 2 m.. 686.951 7 19.033 2513 0 1 -7.522 19 -245.75 16 254 nir -630.163 13 12.235 24 -.583' 251 0 1 -11.705 25 -382.269 25 255 3 m•• 684.726 7 4.079 25 -.08 13 0 1 -16.051 19 4.301 15 256 i -631.832 13 2.622 24 _ -.125 25 0 1 -24.972 2 8 .572 25 257 4 'n.. 682.5 7 -6.991 18 .333 25 0 1 -13. -442.384 14 258 _ nir -633.501 13 -10.876 25 .214 19 0 1 -21 -688.149 25 259 5 m•• 680.274 7 -16.605 18 .791 25 0 1 0 13 260 i -635.171 13 -25.83 25 .508 19 0 0 1' 0 7 2 11 M33 1 Im.4 0 1 0 122, 0 7 0 0 1 0 1 1 RISA-313 Version 14.0.1 [f:\... \... \... \... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 8 Company APX Engineering Group, LLC Jan 30, 2018 11HREtSAJobDesigner E.D18-01 Che AM ke Number 18-0163.03 Checked By: M. Phillips T E C M N O L 0 6 1 E s Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mpmhpr S_. Arinlahl I C v 9hparrlhl LC z Shpnrrlhl LCTnrnueflh-inl LCv-v Mom..LCz-z Momentf... LC 2621 1 hid0 1 -.002 25 0 1 0 1 0 1 0 1 263 2 m- 705.158 1 19.033 25 .583 25 0 1 11.705 25 -245.75 16 264 -647.845 19 12.235 20 .375 19 0 1 '7.522 13 -382.269 25 _ 265 3 'n.. 702.932 1 4.079 25 .125 25 0 1 24.972 25 -524.301 17 266 i -649.515 19 2.622 20 .08 19 0 1 16.051 13 -815.572 25 267 4 'n.. 700.706 1 -6.991 14 -.214 13 0 1 21.07 25 -442.384 18 268 651.184 19 10.876 - 25 333 25 0 1 13.544 13 -688:149 25 269 5 m•. 698.481 1 -16.605 14 -.508 13 0 1 0 1 0 19 270 i-652.853 19 _ -25.83 25 -.791 25 0 1 0 1 0 1 271 M31A 1 m.. 691.299 22 155.783 25 640.495 1 1835.047 13234.53124 2584.184 16 272 i -693.283 4 78.194 22 -639.117 19-1838.826 7 -249.066 6 -3208.598 10 273 2 m.. 691.299 22 155.783 25 640.495 1 1835.047 13709.88113 2494.903 16 274 i -693.283 4 78.194 22 -639.117 19-1838.826 7 -718.304 7 -3292.341 10 275 3 m•• 691.299 22 155.783 25 640.495 1 1835.047 131190.08513 2405.621 16 276 i _-693.283 4 78.194 22 -639.117 19 -1838.826 7 1197.54 7 -3376.085 10 277 4 m.. 691.299 22 155.783 25 640.495 1 1835.047 131670.2913 2316.34 16 278 nir -693.283 4 78.194 22 _-639.117 19 -1838.826 7 1676.77 7 -3459.828 10 279 5 'n.. 691.299 22 155.783 25 640.495 1 1835.047 132150.494 13 2227.059 16 280 min, -693.283 4 _ 1 78.194 22 -639.117 19 -1838.826 7 2156:01 q 7 -3543,571 10 281 M32A 1 Im.-I 309.357 10 138.955 25 118.126 432 75 7 2277.961 16 282 i -307.365 16 67.898 16 -119:415 . 249 64 13 -2381.179 10 283 2 m.. 309.357 10 138.955 25 118.126 432 14 7 2227.037 16 284 i -307.365 16 67.898 16 -119.415 249 .77 13 -2485.158 10 285 3 m•• 309.357 10 138.955 25 118.126 432 K_338 53 R 7 2176.113 16 286 i -307.365 16 67:898 16 -119.415 249 75 13 -25 9.136 ' ' 10 287 4 m.. 309.357 10 138.955 25 118.126 432 927 2125.189 16 i -307.365 16 -67.898 16 -119.415 249. 81 13 -2693,115289 5 'n.. 309.357 10 - 138.955 25 118.126 432 31 7 2074.266 16- 290 i _=307.365 16 67.898 16 -119.415 7 -338.249 7 -164.987 13 =2797.094 10 291 M33A 1 Im.-I 0 1 .002 7 .025 4 0 11 0 1 0 1 292 nir 0 1 -.002 1- -.018 t0 0 1 .1 0 1 293 2 m•. -9.861 13 .002 7 .025 4 0 1 .591 4 .054 1 294 -15.34 25 -.002 1 -.018 10 1 -.433 10 056 7 295 3 m•• 113.021 10 315.927 19 352.458 4 167.13 7 2874.123 22 1811.397 7 296 49,067 16 -317.31 1 -350.394 22 -164.989 13 3558:52 4 -1807.918 13 297 4 m•. 189.779 25 323.404 1 341.36 10 1985.507 1 3051.88616 3798.161 1 298 i 122:001 16 -323.404 7 -341.289 4 -1988.89 1s 5014.41 lo -3773.786 19 299 5 m•• 28 25 102.462 102.531 10 0 1 0 1 0 1 300 i 18 14 -102.462 -102.507 4 0 1 0 1- 0 1 301 M31 B 1 m.. 134.4 4 -47.659 220.8 19 0 1 .002 7 0 1 302 -134.4 22 -74.2 -220.8 1 0 1 -:001 2 0 24 303 2 m.. 134.4 4 -47.659 [23 220.8 19 0 1 496.801 7 166.95 25 304 i -134.4 22 -74.2 -220.8 1 0 1 -496.80113 .107.234 23 305 3 'n.. 134.4 4 -47.659 220.8 19 0 1 993.601 7 333.9 25 306 i -134.4 22 -74.2 -220.8 1 0 1 -993.60113 214.468 23' 307 4 Th. 134.4 4 -47.659 220.8 19 0 1 1490.401 19 500.85 25 308 i -134.4 22 -74.2 25 -220.8 1 0 1 1490.4011 321.702 23 309 1 5 Im.4 134.4 4 -47.659 23 220.8 19 0 1 1987.201 19 667.8 25 3101 hid-134.4 22 -74.2 25 -220.8 1 0 1 1987.201 1 428.935 23 311 M32B 1.• m.. 220.802 13 -47.578 19 134.4 15 -428.936 231987.203 7 .001 1 6 312 i -220.802 7 -74.201 25 -134.4 22 -667.801 25 1987.20 13 -.002 25 313 2 m'• 220.802 13 -47.578 19 134.4 28.936 231986.376 19 55.649 25 314 i -220.802 7 -74.201 z5 134.4 67.801 25 -lsazs3 13 35.683 19 315 3 m•• 220.802 13 -47.578 19 134.4 28.936 $22-667.801 231985.549 19 111.299 25 316 i -220.802 7 74.201 25 -134.4 25 1988.65 13 71366 19 317 4 m.. 220.802 13 '-47.578 19 134.4 28.936 231984.722 19 166.95 25 318 i -220.802 7 -74.201 25 134.4 67.801 25 1989.38 13 107.05 19 RISA-3D Version 14.0.1 [T:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 9 N 11HROSAJob Number 18-0163.03 Company APX Bring Group, LLC Checked By: M. Phillips r e c x x u L o c r¢ s Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) nne...Fe. a Av;,In6n 1 r ., ck-rW 1 r 11 319 5 m.. 220.802 13 -47.578 19 134.4 16 -428.936 231983.895 19 222.6 25 320 i -220.802 7 -74.201 25 _ -134.4 22 -667.801 25 -1990.11 13 142.733 19 321 M33B 1 m.. 134.399 4 -44.992 221 220.8 19 0 1 .001 20 .001 8 322 i -134.399 10 -70.84 25 -220.8 1 0 1 -.002 13 0 _ 3 323 2 m•• 134.399 4 -44.992 22 220.8 19 0 1 496.80119 159,39 25 324 i -134.399 10 -70.84 25 -220.8 1 0 1 -496.801 13 101.233 22 325 3 m.. 134.399 4 -44.992 22 220.8 19 0 1 993.6 19 318.781 25 326 i -134.399 10 -70.84 25 -220.8 1 0 1 -993.601 13 202.465 22 327 4 m.• 134.399 4 -44.992 22 220.8 191 0 1 1490.4 19 478.171 25 328 hid -134.399 10 -70.84 25 -220.8 1 0 1 1490.40113 303,698 22 329 5 m.. 134.399 4 -44.992 22 220.8 19 0 1 1 1987.2 191 637.561 25 330 i -134.399 10 -70.84 25 -220.8 1 0 1 -1987.213 404.93 22 331 M34 1 m.. 220.798 1 -45.144 13 134.395 4 -404.931 22 1987.2 7 .002 18 332 i -220.798 7 -70.839 25 -134.392 10 -637.561 25 1987.201 1 -.002 1 333 2 m.. 220.798 1 45.144 131 134.395 4 -404.931 221988.04619 106.257 25 334 i -220.798 7 -70.839 25 -134.392 10 -637.561 25-1986.354 1 67.716 13 335 3 m.. 220.798 1 75.6 25 134.395 4 680.401 251988.891 19 226.802 25 336 i -220.798 7 -60.72 10 -134.392 10 433,587 22-1985.507,1 145.799 23 337 4 m.. .008 12 75.6 25 103.999 10 680.401 25155.9394 113.402 25 338 hid -.008 - 6 48.599 15 -104.002 16 433.587 22 -156.048 10 72.898 24 339 5 m.. .008 12 75.6 25 103.999 10 680.401 25 1.027 6 .004 4 340 -.008 6 _ 48.599 15 -104.002 16 433.587 22 -1.087 15 - -.003 2 341 M35 1 m.. 103.996 4 -48.176 22 .12 15 0 11 0 24 .001 1 342 i -103.996 10 -75.6 25 -.114 18 0 1 0 7 0 15 343 2 m.. 103.996 4 -48.176 .12 16 0 1 .27 15 170.1 25 344 i -103.996 10 -75.6 -.114 18 0 1 -.256 18 108.397 22 345 3 m.. 103.996 4 -48.176 .12 15 0 1 .54 15 340.2 25 346 -103.996 10 ..:. _ -7 6 [22 -.114 18 0 1 -.511 18 216.794 22 347 4 m.. 103.996 4 -48.176 .12 15 0 1 .81 15 510.3 25 348 i -103:996 10 -75.6 °° -.114 18 0 1 -.767 18 325.19 22 349 5 m.. 103.996 4 -48.176 .12 15 0 1 1.08 15 680.4 25 350 I -103.996 10 -75.6 -.114- 18 0 1 1 -1.022 18 433.586 22 351 M36 1 m.. 134.4 16 -45.501 21 220.8 19 0 1 0 20 0 10 352 nir -134.4 10 -70.84 25 -220.8 1 0 1 0 2 0 6 353 2 m•• 134.4 16 -45.501 21 220.8 19 0 1 496.8 19 159.39 25 354 -134.4 10 -70.84 25 -220.8 1 0 1 -496.8 13 102.378 21 355 3 m•• 134.4 16 -45.501 21 220.8 19 0 1 993.6 191 318.78 25 356 nin, -134.4 10 -70.84 25 -220.8 1 0 1 -993.6 13 204.756 21 357 4 m•. 134.4 16 =45.501 21 220.8 19 0 1 1490.4 19 478.17 25 358 i -134.4 10 -70.84 25 -220.8 1 0 1 -1490.413 307.134 21 359 5 m.. 134.4 16 -45,501 21 220.8 19 0 1 1987.201 19 637.561 25 360 nir -134.4 t0 -70.84 25 -220.8 1 0 1 -1987.213 409.512 1 21 361 M37 1 m.. 220.798 19 -45.423 13 134.4 10 637.56 251987.201 7 .001 3 362 nir -220.798 1 -70.84 25 -134.4 4 409.513 21 1987.20113 0 25 363 2 m.. 220.798 19 -45.423 13 134.4 101 637.56 251987.92419 53.129 25 364 nir -220.798 1 -70.84 25 -134.4 4 409.513 21 -1986.377 13 34.068 13 365 3 Im.. 220.798 19 -45.423 13 134.4 10 637.56 25 1988.648 19 106.259 25 366 in -220.798 1 -70.84 25 -134.4 4 409.513 211985.55 13 68.135 13 367 4 m•• 220.798 19 -45.423 13 134.4 10 637.56 25 1989.373 19 159 89 25 368 i -220.798 1 -70.84 25 -134.4 4 409.513 21 1984.72 13 2 13 369 5 m•• 220.798 19 -45.423 13 134.410 637.56 251990.091 1 2.52 25 370 i -220.798 1 -70.84 25 -134.4 4 409.513 211983.90 6.269 13 RISA-3D Version 14.0.1 [TA ... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 10 Company APX Engineering Group, LLC 11HROSA Job Nu ber : 18-0 63.03 Checked By: M. Phillips T E C N N o• E o a j E s Model Name Midway Rd -Antenna Mount Analysis Envelope Joint Reactions WM v w I r v ❑hl I r 7 nhl I r nnv r1h W I r nnv nh_Inl I r RA7 nh_i j I r 1 N33 nax 1641.242 7 53-1.085 25 1470.707 221 0 1 119521.54 7 1 0 1 2 min -1631.573 13 309.655 22 _-3575.845 4 10 - 1 -19415.193 13 0 1 3 N34 naN 970.164 19 577.631 25 2434.999 10 0 1 11806.065 19 0 1 4 min _ _-979.561 - 1 364.935 22 _-442.707 - 16 0 1. -11914.658 1 0 1 5 N53 nax 109.466 13 146.312 7 663.475 7 0 1 0 1 0 1 6 min _-119.136 7 -85.784 13 1613.308 13 0 1 0 1 0 1 7 N54 nax 122.306 1 149.425 1 681.131 1 0 1 0 1 0 1 8 _ min -11Z527 _ 19 =88:804 19 -630.46 - 19 0 1 :0 `. 1 _ 0 1 9 Totals: a 2379.27 7 1187.574 25 3871.184 10 10 min -2379.27 1 1 1 763.44 17 -3871.178 1161 RISA-3D Version 14.0.1 [TA ... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 11 Tension Member Connections In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC Midway Rd, 18-0163.03 a p 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, January 2018 A� K ENGIMERRING GROUrf !tuber Parameters: BAR1/4X3 Material = ASTM A36 (Member Steel Material Grade) Fy I Fu = 36 I 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 0.75 inZ (Member Gross Area, AISC Chapter 1) t = 0.25 In (Thickness of Member at Connection) b= 3.0 in (Width of Connected Member Part) b d, Bolt 0 = 0.75 In (Nominal Bolt Diameter) Hole 0 = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 1 Bolts (NumberofBolts, ASTMA325N) Shear 1 (Bolt Shear Condition, Single = 1, Double = 2) le = 1.25 In (Distance From Center of Bolt Hole to End of Member) g = 1.5 In (Gage Distance) Pe= 4.0 kips (Factored MemberAxial Tension Force, per RISA-3D) Bolt Shear Vu = 4.0 kips (MAX Bolt Shear, Single Sheared) �,rn = 17.9 kips (Available Boll Shear Strength, AISC Table 7-1) Vu 5 mvrn OK 22.3% Stressed Yielding in the Gross Section �tPn = OtFyAg- = 24 kips (AISC Eq. D2-1) Pu 5 OK 16.5%Stressed Rupture on Net Effective Area be = 1.09 in (Effective Edge Distance, AISC Fig. C-D61) ¢tPn = �tFu(2tbj = 23.8 kips (AISC Eq. D5-1) Shear Rupture on Effective Area a = 0.84 inZ (Minimum End Distance, AISC D5. 1) As1= 0.61 jn2 (Area on Shear Failure Path, AISC D5. 1) �tpn = ¢0.6F Ast= 15.9 kips (AISC Eq. D5-2) Bearing Strength le= 0.84 in (Clear Distance, AISCJ3.10) �Rn = �(1.51etFJ 5 �(3.Odtl=j= 13.8 kips S 24.5 kips Thus, �Rn = 13.8 kips (AISC Eq. J3-6b) Pu 5 �tpn OK 16.8'10 Stressed Pu 5 OtPn OK 25.1% Stressed Pu 5 �Rn OK 29.1% Stressed Ov Page 1 of 11 4 GOVERNS Tension Member Connections In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC Midway Rd,18-0163.033400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, January 20 to ..x�ePA , Member Parameters: BAR1/4X3 Material = ASTM A36 (Member Steel Material Grade) FYI F = 36 I 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 0.75 in2 (Member Gross Area, AISC Chapter 1) t = 0.25 in (Thickness of Member at Connection) b = 3.0 in (Width of Connected Member Part) d, Bolt ld = 'OS in (Nominal Bolt Diameter) Hole 0 = 0.5625 in (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 2. Bolts (NumberofBolts, ASTMA325N) Shear 1 (Bolt Shear Condition, Single = 1, Double = 2) le = 1 in (Distance From Center of Bolt Hole to End of Member) s = 1.5 in (Bolt Spacing) g = 1 in (Gage Distance) U = 1.00 (Shear Lag Factor, AISC Table D3. 1) Pa= 3.1. kips (Factored Member Axial Tension Force, per RISA-3D) Shear V,, = 1.6 kips (MAX Bolt Shear, Single Sheared) �vrn = 10.6 kips (Available Bolt Shear Strength, AISC Table 7-1) Tensile Yielding in the Gross Section Wn = OtFyAg _ = 24 kips (AISC Eq. D2-1) Rupture in Net Section An = 0.61 in Aa = 0.61 in (Net Area, AISC D.3.2) (Effective Net Area, AISC D.3.3) tIttPn = �tFw% - = 27 kips (AISC Eq. D2-2) Block Shear Rupture Agv = 0.63 in (Gross Area Subject to Shear, AISC J4.3) Ant = 0.43 in (Net Area Subject to Tension, AISC J4.3) Anv = 0.41 in (Net Area Subject to Shear, AISC J4.3) Vu 5 c:,vrn DID 14.6% Stressed P,, 5 OtPn OK 12.8% Stressed P. OIL 11.79/6 Stressed �Rn = tIt(0.6FeAnv + UbsF.Ant) 5 �(0.61= Agv + UbsF,Ant) = 29.5 > 28.8 kips Thus, tItRn = 28.8 kips (AISC Eq. J4-5) P. 5 �Rn O f0.8•16 Stressed Bearing Strength Ic = 0.72 in. at end, = 0.94 in. between bolts (Clear Distance, AISC J3.10) iItRn = ¢(1.5/etF) <_ iIt(3.0HtF )= 27 kips 5 32.6 kips P. 5 �Rn OK 11.5% Stressed Page 1 t GOVERNS 1 Thus, ¢Rn = 27.0 Standoff Connection Check In Accordance With AISC LRFD 14th Edition AT&T a pX APX Engineering Group, LLC Midway Rd, 18-0163.03 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, January 21 ®e.,„G- Pape 1 of 1 Loads and Dimensions Reactions (Factored) Rx = 3,600 Ibs (Max Member Tension, x-axis) Ry = 600 1 Ibs (Max Member Shear, y-axis) d2 = Ri = 1;650 1 Ibs (Max Member Shear, z-axis) Mx = 0 Ib-in (Max Member Torque, x-axis) My= 20,000 Ib-in (Max Member Bending, y-axis) M� = 0 lb -in (Max Member Bending, z axis) 4 Bolts Connection Dimensions dt = 7.0 in d2= 3.0 in (Horizontal Bolt Separation) (Vertical Bolt Separation) Maximum Bolt Shear V. = (Ry/4) + (Rz/4) + [ Mx / dt +d, 2 ] V = 439 Ibs per bolt Ih1i , __ 1Fi7f IMIN137[i rIMM- I T. = (Rx/4) + (M^12) + (Mz/d2/2) T = 2,329 Ibs per bolt Bolt Capacity ASTM A36, 1 /2" 0 J = 6,406 Ibs (Bolt Design Tensile Strength, AISC Eq. J3-1) �V = 3,844 lbs (Bolt Design Shear Strength, AISC Eq. J3-1) fN = 2,235 psi (Bolt Required Shear Stress, AISC J3.7) Ft = 1.3Fat - (F„t/�F,,r)f," > Fnt = 43,500 psi (Modifted Nominal Tensile Stress, AISC Eq. J = 51,582 psi (Thus, Fnt Governs) �Ra = 6,406 0 (Bolt Available Tensile Strength, AISC Eq. J3-2) T. < �Rn OK 36.4% Stressed in Tension, 11.4% Stressed in Shear, 36.4% Stressed Combined dt=7in Member Local Axes Rz Mz Ry aw January 30, 2013 RECEIVED a Dennis Demarco An 2 5 2019 . MasTec Network Solutions, LL E N G IN E E R ING G R O UP 6100 Broken Sound Parkway, S i�l­G ucie County, Ferm}ttin� Boca Raton, FL 33487 Subject: Structural Analysis - Antenna Mount Carrier Designation: AT&T: Midway Rd [FA# 10048909] SCANNED APX Project: 18-0163.03 St' CUefe County Site Information: 5690 Environment Drive Fort Pierce, St Lucie County, FL 34981 Latitude 27.3795910 N, Longitude 80.3821000 W Antenna Mount Analysis (Worst -Case) Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mounts are able to support certain worst -case 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 structures 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 158 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. -- - — --- --I Members: Pass at 36.5%, Connections: Pass at 36.4% 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 AT&T and MNS. 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. `°iIirrr„•_ Sincerely, APX Engineering Group, LLC Eliezer Diaz, E.I. Michael A. Phillips, P.E. Project Engineer Chief Engineer-, Florida Licerjse,#68312 A. •C� C E A No /! / ( t2 -3d`( • �L:` R 1 �, •�C�,,� fAL1111110 ENG°°, •cP AT&T: Midway Rd [FA# 10048909] Structural Analysis Report Table 1: Anal sis Criteria CriterionDescription Building Code Florida Building Code, Gtn Edition (2017) Standard - Loads TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas FBC 3108.1 Standard - Steel AISC LRFD 14t° Edition Risk Category II Ultimate Wind Speed 158 mph, 3-Second Gust (FBC Figure 1609.3(1)) Nominal Wind Speed 122 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category C Structure Class II (1 = 1.0) Topo. Category 1 Crest Height Zero Feet Structure Type Mount Table 2: January 5, 2018 Construction Drawings (3C) APX December 13, 2017 Radio Frequency Data Sheet (RFDS) AT&T January 5, 2017 Construction Drawings CALTROP Corporation Various Miscellaneous Information AT&T/MNS Analysis Assumptions and Limitations 1. Information in the supporting documentation that could not be verified by APX personnel is assumed to be correct. 2. All structural components ate assumed to be in adequate condition to carry their full design capacity. 3. The configuration of equipmentlappurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. 5. The replacement antenna mounts in the 3C construction drawings by APX have been installed. 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. 2. Replace any rusted/corroded hardware with new galvanized hardware APX Engineering Group, LLC Wind Load - Appurtenance, In Accordance With The TIA-222-G Standard APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027' AT&T Midway Rd, 18-0163.03 E.Diaz, January 2018 /\ q pX ,twal."IER I N Design Parameters Wind Speed, Vasd = 122mph (TIA 2.6.1 and Annex B) Exposure = C (TIA 2.6.5) Structure Class = 11 (TIA Table 2-1) Topo Category `1 (TIA 2.6.6.2) H = N/A ft (Crest Height Above Surrounding Terrain) Structure Type = Mount Wind Load Appurtenance - Type z H W D (ft) (ft) (ft) (ft) Page 1 of 1 1 = 1.0 (TIA Table 2-3) K:.mm = 0.86 (TIA Table 2-4) Gh = 1.00 (TIA 2.6.8) Ke = 1.0 (TIA Table 2-4) f = N/A (TIA Table 2-5) Zg = 900 (TIA Table 2-4) Kt = N/A (TIA Table 2-5) e = 2.72 (Nat. Log Base) a = 9.5 (TIA Table 2-4) Kh = N/A (TIA 2. 6.6.4) Ka = e.i w (TIA 2.6.8.2) Ca = a e , (Force Coefrcien6 TIA Table 2-8) Skew 1, 01 = 0❑° (TIA Figure 2 4) qi = 0.00256KiKnKdV l (Velocity Pressure, TIA 2.6.9.6) Skew 2, 02 = 0° (TIA Figure2-4) F = q,Gh(EPA)A (TIA 2.6.9.2) Round Ka K. Kt Ka % Ca Ca FFmm Fside Skew of Ot Skew of 02 Wt. Front Side (Ibs) (Ibs) I FFront Fside FFmnt Fside I (Ibs) Kathrein/Scala 800-10864 Panel 155 1 5 =155' K155 <'155 .;;155 --,155 4.82 1.24 0.55 N 140 $1i0" )1i0 e 10" z71il '`-1y0; ' ,1161 1.39 1.0 0.95 50.2 1.26 1.46 379 194 379 194 379 194 65.1 31.7 42.1 64.0 50.6 53.0 20.0 CommScope SBNHH-1D85A Panel 4 0.99 0.59 N 1.39 1.0 0.95 50.2 1.27 1.39 253 165 253 165 253 165 CommScopeSBNHH-1D85B Panel 6.08 0.99 0.59 N 1.39 1.0 0.95 50.2 1.36 1.51 412 272 4121 272 412 272 Ericsson RRUS-11 (Side) Radio 1.42 0.77 1.48 N 1.39 1.0 0.95 50.2 1.20 1.20 65 127 65 127 65 127 Ericsson RRUS-32 (Side) Ericsson RRU 4426 B66 (side) Radio Radio 2.27 0.58 1.01 N 1.39 1.0 0.95 50.2 1.26 1.20 84 138 84 136 84 138 2.27 0.58 1.01 N 1.39 1.0 0.95 50.2 1.26 1.20 84 138 84 138 84 138 Raycap DC6-48-60-18-8F squid OVP 2 0.92 10.92 Y 1.39 1.0 0.95 50.2 0.70 0.70 64 64 64 64 64 64.4 Mount Type z (ft) (EPA)N (�) (EPA)T (to) (EPA)A (>tz) K� Kn Kd q= (Ps0 Ka FF.I (Ibs) Fsitle (Ibs) - - FFrom (Pl0 Fsida 010 12' V-Frame (round) Frame 155 1 15.35 14 1.39 1.0 0.95150.21 .1.0 771 703 - - 32.1 35.1 Definitions: Panel = Panel or Directional Antenna, Omnl = Omni -Directional Antenna, Dish = Microwave Dish Antenna, Radio = Remote Radio Unit (RRU), TMA = Tower Mounted Amplifier A Z X Envelope Only Solution APX Engineedn E.Diaz 18-0163.03 Midway Rd - Antenna Mount Analysis 3D RENDERED VIEW SK-1 Jan 30, 2018 at 9:49 AM Midway Rd - Antenna mount analy... A z x Envelope Only Solution APX Engineering Group, ... E.Diaz 18-0163.03 Midway Rd -Antenna Mount Analysis JOINT NUMBERS SK-2 Jan 30, 2018 at 9:50 AM Midway Rd -Antenna mount analy... A, Z X Envelope Only Solution APX Engineering Group, ... SK - 4 E.Diaz Midway Rd -Antenna Mount Analysis Jan 30, 2018 at 9:50 AM 18-0163.03 MEMBER SIZES Midway Rd - Antenna mount analy... A Z X Member Length (ft) Displayed Envelope Only Solution APX E.Diaz Midway Rd -Antenna Mount Analysis 18-0163.03 MEMBER LENGTHS SK-5 Jan 30, 2018 at 9:51 AM Midway Rd -Antenna mount analy... A Z X -42. Loads: BLC 1. Dead Load APX Engineering Group, ... E.Diaz 18-0163.03 Midway Rd -Antenna Mount Analysis DEAD LOAD SK-6 Jan 30, 2018 at 9:51 AM Midway Rd - Antenna mount analy... A z X Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering E.Diaz 18-0163.03 Midway Rd - Antenna Mount Analysis WIND AT FRONT SK-7 Jan 30, 2018 at 9:51 AM Midway Rd -Antenna mount analy... Z X 1381b 641b 2721b R b 1381 2721 Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering Group, ... SK - 8 E.Diaz Midway Rd - Antenna Mount Analysis Jan 30, 2018 at 9:51 AM 18-0163.03 WIND AT SIDE Midway Rd -Antenna mount analy... Sheer Chedc (Em) Z X [[UNOC301, 75 0-50 < 00 IS pp 0 e 0 1 m �p n 0 Member Shear Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... SK - 9 E.Diaz Midway Rd - Antenna Mount Analysis Jan 30, 2018 at 9:52 AM 18-0163.03 SHEAR CHECK Midway Rd -Antenna mount analy... Catle Check (Env ) Na Cal > 1.0 90-1.0 Z X .75.90 0..50 11 0 9 '3B N �7 Member Code Checks Displayed (Enveloped) Envelope Only Solution - APX Engineering Group, ... SK -10 E.Diaz Midway Rd - Antenna Mount Analysis Jan 30, 2018 at 9:52 AM 18-0163.03 UNITY CHECK Midway Rd -Antenna mount analy... Company signer 11HRESA JDob Nu ber 8D0163.03 Bring Group, LLC Checked By: M. Phillips TECH x. o- E o c 1 E s Model Name Midway Rd -Antenna Mount Analysis (Global) Model Settings Display Sections for Member Calcs 5 Max 'Internal :Sections for Member Calc`s 97 Include Shear Deformation? Yes Increase Nailin" Capacity for. Wind? Yes' Include Warping? Yes Trans.Load'Btwnantersectin' Wood Wall?, Yes Area Load Mesh inA2 144 Mer e'Tolerarice in .12. P-Delta Analysis Tolerance 0.50% Include P.=Delta`forWall§? Yes' Automatically Iterate Stiffness for Walls? No Mazllterations'for Wall Stiffness.".. 3. Gravity Acceleration fVse&2 32.2 Wall'Mesh Size,(in), - _ . _— 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis- Y, -- Global Member Orientation Plane xZ Static Solvever r ' S arse�Acceleratecl .:., D namic Sol Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD Ad'ust,Stiffness? _ Yes(Iterative) RISAConnection Code AISC 14th 360-10 : LRFD Cold'Formed Steel Code ._ None Wood Code None Wood Tem erature <"100F - Concrete Code None Mason :CoHe' None" _ . . _. .. ,Aluminum -Code---- - ---None--Building----- --- ---- --I Number of Shear Regions 4 Re ion'S acin Increment in . ° 4 Biaxial Column Method PCA Load Contour Parma Beta'Factor PCA c " .. +.65 Concrete Stress Block Rectangular Use 'Cracked Sections? Yes,' Use Cracked Sections Slab? Yes Bad Franiin Wamin "s? No _ Unused Force Warnings? Yes Min 1SarDiam: Spacing? . '_ No Concrete Reber Set REBAR SET ASTMA615 Min % Steel for:Column _- _ _ ' _ -_ T Max % Steel for Column 8 RISA-31D Version 14.0.1 [T:\... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 1 Company APX Bring Group, LLC Jan 30,2018 11 O RASA Job Nu Number 8 0 63 03 Checked By: M. Phillips r e c x x o s a c r e s Model Name Midway Rd - Antenna Mount Analysis (Global) Model Settings. Continued Seismic Code ASCE 7-10 Seismic Base Elevation ft Not Entered Add Base Weight? No Ct X .035 Ct Z .035 TX sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 SW 1 SDS 1 S1 1 _ TL sec Not Entered Risk Cat I or II mZ 1 Om 1 Rho Z 1 Rho X 1 _Envelope A/SC 14th(360-10): LRFD Steel Code Checks - Mamhor Shnno rinrlc Chcr4 1nrrNll r`Rhcar 1 nrrmrtlrl r. nhi•Pnr nWPM nWKAn nhl•Mn Ch Pnn 1 M1 PIPE 2.5 .365 10.1.. 3 .077 10.0- 10114558.7--1 50715 43155 43155 1.. HI -lb 2 M2 PIPE 2.5 .214 10.1.. 9 .064 10.1- g 114558.7--f 50715 43155 43155 1•• H1-1b 3 M15 PIPE 2.0 .090 .29523 .059 0 1 24604.5.. 32130 22459.5 22459.5 1.. HI-lb- 4 M16 - PIPE 2.0 - .089 .29521 .058 0 7 24604.5.. 32130 22459.5 22459.5 1.. H1-lb' 5 M17 PIPE 2.0 .082 0 11 .056 0 1224604.5.. 32130 22459.5 22459.5 1.. H1-1b' 6 M18 PIPE 2:0 .089 0 5 .038 0 3 28843.4.. 32130 22459.5 22459.5 2.. 1-11-1b 7 M19 PIPE 2.0 .081 0 9 .056 0 8 24604.5.. 32130 22459.5 22459.5 1.. 1­11-1b- 8 M20 PIPE 2.0 .089 0 3 .038 0 5 28843.4.. 32130 22459.5 22459.5 2.. H1-lb 9 M21 HSS3x3x4 .196 0 7 .062 .5 z 7 100228... 101016 102672 102672 1.• HI -lb 10 M22 HSS3x3x4 .122 0 1 .038 .5 z 1 100228... 101016 102672 1026721•• H1-1b 11 M23 PIPE 2.5 .108 4 5 .096 5.5 6 30038.4.4 50715 43155 43155 2•• H1-lb 12 M26 - PIPE 2.5 .108 4 3 .097 5.5 2 30038.4.. 50715 43155 43155 2•• H1-1b 13 M27 PIPE 2.0 .254 3 25 .037 0 7 28843.4.. 32130 22459.5 22459.5 2.. H1-1b 14 M2 SR 4 .124 3 25 .004 0 5 2789.041 14320.8 2211.84 2211.84 1.• H1-1b 15 M29 SR 3/4 .088 5.382 3 .012 5.382 2 866.742 14320.8 2211.84 2211.84 2.. H1-1b 16 M30 SR 3 4 .123 3 25 .004 0 3 2789.041 14320.8 2211.84 2211.84 1.. H1-1b 17 M31 SR 3/4 .089 5.382 5 .010 5.382 6 866.742 14320.8 2211.84 2211.84 2.. HI -lb 18 M32 PIPE 2.0 9 7 .003 1.562 256295.422 32130 22459.5 22459.5 1.. H1-1b' 19 M33 PIPE 2.0 .112 1.562 HIE 1 .003 1.562 25 6295.422 32130 22459.5 22459.5 1.. Ht-tb- 20 M33A PIPE 2.5 1 .166 1 5.5 1101 .073 15.5 1 7 130038.4, 50715 1 43155 143155 2.. H1-lb Load Combinations nnenrinxnn e o e C re n ee n Ce G ee C Ce C ee C Me C rn G Cn P en RISA-3D Version 14.0.1 [T:\... \... \... \... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 2 Company APX Engineering Group, LLC Jan 30, 2018 111ROSA Designer AM E.D18-01 Job Number 18-0163.03 Checked By: M. Phillips ke Checked r e c a x o' 1. o GIES Model Name Midway Rd - Antenna Mount Analysis Load Combinations (Continued) n.a ,Anfinn R P R R Fa R Fa R Fa R Fa R Fa R Fa R P. R P. R Fn R P. Joint Loads and Enforced Displacements (BLC 1: Dead.Load) --- .Ininf I ahol--- _ — - -- . I n IA nin.minn IAonnih,dcrnh Ih in\ !in rmn !Ih-cA 1 ANT3 L Y -42.1 2 ANT1 L `7 ­42.1 3 ANT2 L Y -42.1 4 DC6 L Y -20 5 RRUS32 L Y -50.6 6 RRUS-32 L. Y -50.6 7 RRUB66 L Y -53 8 RRUS11 L Y -54 Joint Loads and Enforced Displacements (BLC 3 : Wind Front) ,-;-. I n6d 1 I ..1 .A. tf..A.d/IA 1 ANT3 L Z 412 2 ANT1 L -Z _ 412 3 ANT2 L Z 412 4 DC6 L _Z- 64 5 RRUS32 L Z 84 6 RRUS-32 L Z _84 7 RRUB66 L Z 84 8 RRUS11 L . _ Z 65 Joint Loads and Enforced Displacements (BLC 4: Wind Side) Joint Label L,D,M Direction Magnitudeffib,lb-in),(in,rad),(Ib'sA... RISA-3D Version 14.0.1 [T:\... \...\...\...\5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 3 Company APX NM RBSA Job No umber : 8-0163.03 Engineering Group, LLC Checked By: M. Phillips TECH N C L O GIES Model Name Midway Rd - Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 4: Wind Side) (Continued) Jnint Lahel I DIM Direntinn Maanituderflh.lb-inl. (in.radl. (Ih'sA... 1 ANT3 L X 272 2 ANT1 L X 272 3 ANT2 L X 272 4 DC6 L x 64 5 RRUS32 L X 138 6 RRUS-32 L X 138 7 RRUB66 L X 138 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Envelope Member Section Forces Member S... Axiainbl LC v ShearrlblLC zShearT]bl LC Tar ue Ib-in LC - Mom..LCz- ment ... LC 1 1 M1 I 1 Im.-I 0 1g38.653 1 0 1 0 1 0 1_ 0 1 2 0 1 1 0 1 0 1 0 1 0- 1 3 2 m• 1679.118 4925 6 505.872 23 1601.024 10 6626.097 6 1240.527 25 4 i -1570.459 22 24 -518.411 5 -1294.084 16 6189.70 24 627.096 22 5 3 m.. 1679.609 481 6 378.516 3 1474.764 9 12542.9.. 10 -1147.585 22 6 -1570.4 2238 2 -379.378 5 -1607.575 10-12588....16 _ 56.64 1 7 4 m.. 1679.609 402 20 517.549 3 1290.101 166593,399 2 1227.201 25 1 69.698 22933 2 504.81 21 -1607 575 10 s15o.as 20 17:486 22 9 5 m.. 0 1 0 1 0 1 0 1 0 1 0 1 10 nir 0 1 0 1 0 1 0 1 0 1 0 1 11 M2 1 m•• 0 1 0 1 0 1 0 1 0 1 0 1 12 mir, 0 1 0 1 0_ 1 0 1 0 1 0 1 13 2 m- 936.647 16 93.762 25 316.482 11 1212.425 9 4238.841 6 1423.576 12 14 nir -981.267 10 48.286 17 -319.127 17 -1156,513 15 3852.34 24 238.577 1 15 3 m.. 936.647 16 71.804 11 180.165 15 1212,425 9 7317.754 10 _1103.542 16 16 nir -982.2 9 10 -71.256 9 -180.094 17 -1221.514 1 t 7055.9t 16 -1957. 73 25 17 4 m.. 936.335 16 -47.812 15 319.198 15 1160.638 17 4169.47 2 1420.528 8 18 nir -982.209 10 -93.094 125, -316.035 9 -1221.514 11 3775.99 20 222.39 14 19 5 TI.. 0 1 0 11 0 1 1 0 1 0 1 0 1 20 nir 0 1 0 1 0 11 0 1 0 1 0 1 21 M3 1 m.. 604.545 24 128.512 4 528.743 131 1003.138 5 1530.597 769.754 21 22 nir -666.78 6 38.107 22 -620.697 71 246.24 231200.33 13 -1261.234 3 23 2 m.. 604.545 24 128.512 4 528.743 13 1003.138 5 1066.067 7 738.442 21 24 nir -666.78 6 38.107 22 _-620.697 7 246.24 23 -803779 13 -1354.821 1 3 25 3_ m.• 604.545 24 128.512 4 528.743 13 1003.138 5 633.448 8 707.13 21 _ 26 i -666.78 6 38.107 22 -620.697 7 246.24 23 -433.944 14 -1448.409 3 27 4 m.. 604.545 24 128.512 4 528.743 13 1003.138 5 270.703 9 675.818 21 28 nir -666.78 6 38.107 22 -620.697 7 246.24 23 -128.373 15 -1541.997 3 29 5 m.. 604.545 241 128.512 141 528.743 13 1003.138 5 433.41 12 644.506 21 30 666.78 6 38.107 22 -620.697 7 246.24 23 -377.474 18 -1635.585 3 31 M4 1 m.. 301.218 11 199.083 1 246.102 112246.309 1 899.86513 1237.266 19 32 -290.905 17 -44.033 19 -168.358 19 -953.758 19 1181.21 7 -1499.011 1 33 2 m•. 301.218 11 199.083 1 246.102 1 2246.309 1 1076.95413 1270.291 19 RISA-31D Version 14.0.1 [f:\... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 4 Company APX Engineering Group, LLC Jan 30,2018 N Designer M ROSA Job Number : 18-0163.03 Checked By: M. Phillips t• e e x Ia o I. o a 1 e s Model Name Midway Rd -Antenna Mount Analysis Envelope Member Section Forces (Continued) Memher S__ Axialnhl I C v Shearrlhl I C 7 Shearnhl I rl Tnm,,anh_inl I Cv_v Mnm I RAmenlr I C 34 1 Inlini -290.905 17 -44.033 19 -168.358 19 -953.758 19-1298.99 7 -1648.322 1 35 3 m•• 301.218 11 199.083 1 246.102 112246.309 111252.043113 1303.316 19 36 Wir -290.905 17 -44.033' 19 -168.358 19 -953.758 19 1416.76 7 _1797.634 1 37 4 m.. 301.218 11 199.083 1 246.102 112246.309 1 1428.13213 1336.341 19 38 i -290.905. 17 -44.033 19 -168.358 19 -953.758 19 1534.54 7 -1946.946 1 39 5 m.. 301.218 11 199.083 1 246.102 112246.309 1 1604.221 13 1369.366 19 40 i -290.906 17 -44.033 19 -168.358 19 -953.758 19 1652.31 E 7 -2096.258 1 41 M9 1 m.. 615.836_ 20 127.059 4 621.643 1 -239.938 211243.01619 782.167 23 _ 42 i -678.86 21 37.139 22 -531.181 19 -989.832 3 -1577.36 11-1253.4391 5 43 1 21m.-I 615.836 201 127.059 4 621.643 1 -239,938 21844.63119 751.836 23 44 nir -678.86 21 37.139 22 -531.181 19 -989.832 3 1111.12 1 -1346.203 5 45 3 m•• 615.836 201 127.059 4 621.643 1 -239.938 21465.19518 721.504 23 46 i -678.86 . 2 37.139 22 -531.181 19 ;989.832 3 -669.557 12 -1438.966 5 47 4 m.. 615.836 20 127.069 4 1 621.643 1 -239.938 21141.38417 691.173 23 48 i -678.86 2 37.139 22 -531.181 19 -989:832 3 -289.17 11 -1531.73 5 49 5 n.. 615.836 20 127.059 4 621.643 1 -239.938 21336.64314 660.842 23 50nir -678.86 2 37.139 22 -531.181 19 -989.832 3 -401.953 8 -1624.493 5 51 1 M10 1 m.. 303.85 9 199.932 7 170.394 131 989.719 131218.33711 1276.678 1 13 52 niq -293.612' 15 -47.609 13 -246.45 7 -2256.44 7 -933.464 19 -1529.956 7 '53 2 m• 303.85 9 199.932 7 170.394 13 989.719 131337.821 1312.385 13 54 I -293.612 15 -47.609 13 -246.45 7 -2256.44 7 -1109.99 19 -1679.905 7 55 3 m.. 303.85 91 199.932 7 170.394 13 989.719 131457.303 1 1348,092 13 56 i -293.612 15 -47.609 13 -246.45 7_ =2256.44 7 1286.51 19 -1829.854 7 57 4 m.• 303.85 9 199.932 7 170.394 13 989.719 131576.785 1 1383.799 13 58. nir -293.612 15 -47.609 13 -246.45 7 -2256.44 7 1463.04 19 -1979.803 7 59 5 m.. 303.85 9 199.932 7 170.394 13 989.719 131696.268 1 1419.506 13 60 -293. 12 15 -47.609 13 =246.45 7 1_-2266.44 7 1639.57119 -2129.753 7 61 M11 1. m.. 1245.638 23 251.953 5 1731.098 231 583.917 8 641.933 3 875.394 1 5- 62 nir -1308.574 5 102.904 23 -1920.238 5 -372.43 14 -613.948 21 -610.98 23 63 2 m.. 1245.638 23 251.953 5 1731.098 23 583.917 8 1186.694 24 688.331 17 64. i -1308.574 5 102.904 23.-1920.238 5 -372.436 14 1304.43 6 -690.599 11.- 65 3 'n.. 1245.638 231 251.953 51 1731.098 23 583.917 8 2372.751 23 537.427 17 66 i - 308.574 102.904 23 -1920.23 5 -372. 36 14.2627.88 -806. 14 11 67 4 m•. 1245.638 23 251.953 5 1731.098 23 583.917 8 3671.074 23 386.524 17 68 nir -1308.574 5 102.904 23 -1920.238 5 -372.436 14 4068.06 5 -921.428 11 69 5 m•• 1245,638 23 251.953 5 1731.098 23 583.917 8 4969.398 23 235.62 17 70 nirl -1308.574 5 102.904 23 -1920.238 5 -372.436 14 5508.24 5 -1036.843 11 71 M12 1 m. 759.782 11 307.034 1 1020.827 101 663.725 7 539.19721 1816.268 1 5 72 i -746.368 17 24.771 19 -893.983 -465.181 13 -548.336 3 -1128.361 23 73 2 m.. 759.782 11 307.034 1 1020.827 663.725 7 1181.66410 1735.451 5 74 i -746.368 17 24.77.1 19 -893.983 -465.181 13 1094.83 16 -1295.149 23 `75 3 m.. 759.782 11 307.034 1 1020.827 663.725 7 1947.28410 1654.634 5 76 -746.368 17 24.771 19 -893.983 116-465.181 -465.181 13 1765.32 16 -1461.937 23 77 4 m.. 759.782 11 307.034 1 1020.827 663.725 7 2712.904 10 1585.29 17 78 -746.368 17 24.771 19 -893.983 -465.181 13 2435.80 16 -1640.646 11 79 5 m.. 759.782 11 307.034 1 1020,827 663.725 7 3478.52510 1540.161 17 80 -746.368 17 24.771 13 3106.29 16 -1843.178 11 81 M13 1 m.. 1251.864 21 250.047 3 381.136 18618.55623 881.251 3 82 i -1315.057 3 101,715 21 -602.812 12 -642.359 5 -616.156 21 83 2 m-3 1251.864 21 250.047 "77 3 381.136 181382.781 2 695.25 15 84 i -1315.057 3 101.715 1 21 -602.812 12 1260.37 20 -694.508 9 85 3 m• 1251.864 21 250.047 3 381.136 182712.674 3 545.441 15 86• -1315.057 3 101.715 21 -1779.511 21 -602.812 12 2453:07 21 -808.707 9 _ 87 4 m.- 1251.864 21 250.047 3 1968.761 3 381.136 184189.245 3 395.631 15 88 nir -1315.057 3 101.715 21 -1779.511 21 -602.812 12 3787.70 21 _922.907 9 89 5 m.. 1251.864 21 250.047 3 1968.761 3 381.136 185665.816 3 245.822 15 90 i -1315.057' 3 101.715 21 -1779.511 21 -602.812 112 5122.34121 -1037.10619 RISA-3D Version 14.0.1 [T:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 5 Company APX Engineering Group, LLC WRESA Job Nu Number 8-0 63.03 Checked By: M. Phillips T E C N N O L o G 1 E S Model Name Midway Rd -Antenna Mount Analysis Envelope Member Section Forces (Continued) Memher S... Axialnbl LC v Shearflhl LC 7 Shaarflhl LC Tnmuerlh-inl LCv-v Mom..LC7-7 Mnmentf... LC 91 1 M14 11 Im.-I 762.135 91 307.6 7 919.589 15 480.391 19546.555 5 1823.249 3 92 i --748.987 15 20.454 13 -1044.494 9 687.078 1 - 541.496 23 _ 1142.607 21 93 2 m.. 762.135 9 307.6 7 919.589 15 480.391 191089.78716 1745.103 3 94 i -748.987 15 20.454 13 -1044.494 9 -687.078 1 1180.43 10 -1309.257 21 95 3 m.• 762.135 9 307.6 7 919.589 15 480.391 191760.65916 1666.956 3 96 i -748.987 15 20.454 _ 13 -1044.494 9 -687.078 1 1946.12 t0 -1475.907 21 97 4 m.. 762.135 9 307.6 7 919.589 15 480.391 192431.53116 1600.286 15 98 i -748.987 15 20.454- 13 .-1044.494 9 -687.078 1 2711.81 10 -1654.477 9 99 5 m•. 762.135 9 307.6 7 919.589 15 480.391 19 3102.403 16 1557.439 15 100 -748.987 15 20.454 13 -1044.494 9 =687.078 1 3477.50 10 -1856.483 9' 101 M15 1 m.. 1661.136 23 301.957 1 52.124 1 -320.642 19 0 1 0 1 102 -3047.967 5 130.317 19 -38.796 19 -573.879 25 0 1 0 1 103 2 'n.. 2204.677 23 -2.561 19 22.052 13 -204.516 18503.556 1 -343.401 19 104 -2404.089 5 -9.63 1' -23.294 7 -411.847 12 -451.461 19 -721,767 1 105 3 m.. 2188.991 23 -6.246 19 .126 22 -204.516 18654.1881 -281.07 19 106 i -2388.403 5 -14:543 1 -1.268 5 -411.847 12 -619.457 19 -554.681 25 107 4 m.. 2173.305 23 -9.93 19 21.886 19 -204.516 18486.331 1 -166.602 19 108 i -2372.717 5 -19.596 25 -23.113 847 12 -468.966 19 -317.889 25 109 5 m.• 2157.619 23 -13.614 19 44.392 516 18 0 1 0 1 110 -2357.031' 5 -25.327 25 _-45:619 847 12 0 1 0 1 111 M16 1 rn 1643.468 21 301.41 7 3.201 127 25 0 1 0 1 112 i -3019.373 3 126.921 13 _-8.123 33. 0322 13 0 _ 1 0 _ 1 ' 113 2 rn.. 2200.606 21 -2.397 13 1.301 41 8 7.598 23 -336.43 13 114 2399.702 3 9.604 7 179 192 14 -55.227 5 -720.642 7 115 3 m.. 2200.506 21 -6.081 13 1.301 41 8 5.065 23 -276.422 13 116 mi -2399.702 3 -14.516 - - 7 .179 192.14 -36.818 5K-551.163 25 117 4 'n.. 2200.606 21 -9.766 13 1.301 5 409.541 8 2.533 23 13 118 -2399.702 3 -19.472 25 -.179 23 201.192 14-18.409 5 25 119 5 m.. 2200.506 21 -13.45 13 1.301 5 409.541 8 0 1 1 120 i -2399.702 3 -25.203 25 -.179 23 2015192 14 0 1 1 121 M17 1 m•• 2021.356 11 253.876 1 41.632 13 -124.724 17 0 1 1 122 - i -723.509 17 119.536 19 -51.943 7 -620.098 11 0 11 123 2 m.. 2000.2 11 -1.707 19 22.778 1 -19.976 17469.55313 19 124 i -710.851 17 -6.832 1' -22.255 19 -509.789 11-492.467 7 25 125 3 m.. 1984.514 11 -5.391 19 .402 25 -19.976 17631.51913 -256.889 19 126 nir -695.165 17 -11.745 1 .191 24 -509.789 11,646.79517 _485.834 25 127 1 4 m.• 1968.828 11 -9.076 19 22.852 7 -19.976 17474.99713 -154.512 19 128 i -679.479 17 -17.164 25 -22.312 13 -509.789 11 -482.635 7 -283.466 25 129 5 m.• 1953.142 11 -12.76 19 45.358 7 -19.976 17 0 1 0 1 130 i -663.793 17 -22.895 25 -44.818 13 -509.789 11 0 1 0 1 131 M18 1 m.. 285.57 5 12.821 14 81.593 5 641.933 3 768.05723 253.062 14 132 i 130.083 23 -44.914 8 -31.058 23 -613.948 21 1824.40 5 -838.615 8 133 2 n 282.446 5 12.821 14 81.593 5 641.933 3 488.53723 144.77 13 134 i 127.74 23 -44.914 8 -31.058 23 -613.948 21 1090.06 5 -442.288 7 135 3 m.. 279.323 5 12.821 14 81.593 5 641.933 3 209.01823 70.774 24 136 1 nir125.397 23 -44.914 8 --31.058 23 -613.948 21-355.728 5 -78.405 6 137 4 'n.. 276.199 5 12.821 14 81.593 5 641.933 3378.611 5 374.055 8 138 min, _123.055 23 --44.914 8 -31.058 23 -613.948 21 -70.501 23 -93.108 14 139 5 'n.. 273.075 5 12.821 14 81.593 5 641.933 3 1112.955 778.278 8 140 nir 120.712 23 -44.914 8 -31.058 23 -613.948 21 -350.02 23 -208.498 14 141 M19 1 'n.. 1989.46 9 253.479 7 7.618 25 620.594 9 0 1 0 1 142 nir -703.447 15 117.039 13 4.249 _ 21 120.1 15 0 1 0 1 143 2 m.. 1984.012 9 -1.586 13 -.241 17 510.197 9 17.012 25 -301.975 13 144 nir -706.432 15 -6.812 7 1 -.401 251 15.602 151 10.24 17 -603.18 _ 25 145 3 m•. 1984.012 9 -5.27 13 -.241 17 510.197 9111. 25 -253.453 13 146 -706.432 15 -11.724 7 1 -.401 1251 15.602 151 6.827 117 -483.22 25 147 14 m.. 1984.012 9 -8.954 13 -.241 1171 510.197 191 5.671 125 -152.793 13 RISA-3D Version 14.0.1 [f:\... \... \... \... W installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 6 Company APX Bring Group, LLC Jan 30,2018 Engine Des NM HS � Job Na ber 8-0163.03 Checked By: M. Phillips r e c x x u L o a i E s Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Memhar S_._ AYialflhl I C v Shearflhl LC z Sheadlhl LC Toraueflh-in'! LCv-v Mom_.LCvz MomentL_ LC 148 mr -706.432 15 -17072 25 _ -.401 25.15.602 15 3.413 17 -282.159 _ --25 149 5 m.. 1984.012 9 -12.638 13 -.241 17 510.197 9 0 1 0 1 150 1 nir-706.432 15 -22.803 _ 25 -.401 _ 25 15.602 15. _0 1 0 1_- 151 M20 1 m.. 283.544 3 45.872 12 81.834 3 618.557 23784.26321 856.605 12 152 - '1 128.84 21 -13.444 18-_-31.695 21 -642.359 5 1830.17 3 -266.012. -__18 _ 153 2 m.. 280.42 3 45.872 12 81.834 3 618.557 23499.00621 454.152 1 154 nir .126.497 21 -13.444 18 -31.695 - 21 -642.359' 5 1093.6643 -154.336 - 19 155 3 m.. 277.296 3 45.872 12 81.834 3 618.557 23213.74821 79.327 2 1561 1 inin, 124:154 21 -13.444 _ 18 -31.695 21 -642.359 5 -357.154 3 _-72.609 20 157 4 m.. 274.173 3 45.872 12 81.834 3 618.557 23379.3563 96.974 18 158 i _ 121.811 21 _ -13.444 18 _ -31.695 21 -642.359 5 -71.51 21 -381.934 12 159 5 m.. 271.049 3 45.872 12 81.834 3 618.557 231115.867 3 217.97 18 160 min 119A69 21 -13.444 18 -31.695 21 -642.359,' 5 -356.768 21 -794.781 12 161 M21 1 m.. 1470.707 22 527.545 25 1630.831 13 0 1 19521.54 7 0 1 162 min =3575.845 4 311.846 - 22 -1640.268 7 _ 0 1 -19415...13 0 1 _ 163 2 m.. 1470.707 22 524.639 25 1630.831 13 0 1 14600.7.. 7 -932.735 22 164 min -3575.845 4 309.978 22 -1640.268 7 0 1 -14522:7 13 -1578.275 25 165 1 13 m.. 1665.03 22 579.948 25 1635.767 13 59.686 1199869.569 7 -1859.865 1 22 166 nir -3575.845 41 346.688 _ 22 --1644.928 7 -63.117 11 9814.60 13 -3147.832 25 167 4 m.. 1655.03 221 577.042 25 1635.767 13 59.686 194934.784 7 797.217 25 168 nir -3289.99 4 344.82 22 -1644.928 7 -63A 17, 1 4907,30113 •430.703 , ,• 22 169 5 m.. 1665.03 22 574.136 25 1635.767 13 59.686 19 0 1 -584.907 15 170 Wr -3289.99 4 342.952 . 22 -1644.928 7 -63.117 1 0 1 -929.549 25 171 M22 1 m.. 2434.999 10 - 581.007 25 980.129 1 0 1 11806.0..19 0 1 -172 nir -442.707 16 368.108 23 -970:591 19 ' 0 1 -11914.... 1 0 1 173 2 m.. 2434.999 10 578.101 25 980.129 1 0 1 8894.291 19 -1101.523 23 174 nin, -442.707 16 366.24 _ 23 _-970.591 19 0' 1 8974.27 1 -1738.663 " 25 175_-______ 3 m. _2434.999_10__-575.195_-_25-._980.129 Ill 128.496-_195982.51719-2197.441 23 176 Tiir --661.631, 16 364.372 - 23 -970.591 19 -130.954 1 6033.88 1 -3468.607 2 177 4 m.. 2182.644 101 499.476 25 975.047 1 128.496 192896.79619 864.333 4 -178 nip -661.631 161 314.44 22 -965.599 . 19 -130.954 1' -2925.14 1 164.206 22- . 179 5 m.. 2182.644 101 496.57 25 975.047 1 128.496 19 0 1 -252.616 16 180 nir -661.631 16 312.572 22 -965.599 19 -130.954. 1 0 1 -951. 12 10 181 M23 1 n.. 0 1 .002 10 .018 6 0 1 1 0 11 0 1 182 TIM 0 1 0 16 -012 12 0 1 0 11 0 1 183 1 1 2 m.. -9.861 13 .002 10 .018 6 0 1 .421 6 .01 16 184 i -1534 25 0 16 -.012 12 0 1 -.292 12 -.051 10 185 3 'n 172.98 1 278.515 7 445.319 3 1604.218 134042.699 23 2069.683 19 186 pin -101.373 19 -165.211 14 -435.13 21 -1652.321 7 567.80 5 -2189.333 1 187 4 m.. 89.54 25 220.801 13 134.398 10 1990.11 13376.86916 1181.826 13 188 nir_ 57.561, _ 24 -220.832 7 -134.392 16 -1983.896 19 1378.61 10 -1515.44 7 189 5 m- 0 1 0 24 .003 1 0 1 0 1 0 1 1W nir -0 1 -.003 6 -.001 7 0 1_ 0 1 0 1 191 M26 1 m.. 0 1 0 16 .018 2 0 1 0 1 0 1 192 - pin 0_ 1 -.002 10 -:012 - 8 0 1 0 11 0 1 193 2 m.. -9.861 13 0 16 .018 2 0 1 .429 12 .049 10 194 mir -15.34 _25 --.002 10 -.012 181 0 1 -.296 18 -.011 16 195 13 Irn.. 173.839 7 164.832 18 447.243 5 1696.269 1 4070.715 21 2185.451 7 196 ni-104.936 13 -276.238 1 -436.878 23 -1639.571 19 4580.70 3 -2070.346 _ _ 13 197 4 m.. 86.18 25 220.826 1 134.397 22 1983.903 13396.34416 1506.779 1 198 i _ _ 55.401 20 -220.799 19 -134.393 16 -1990.097 19 -1352.71 10 -1188.302 19 199 5 m.. 0 1 .003 2 .003 7 0 1 0 1 0 1 200 i -0 1 0 20 -.002 1 0 1 0 1 0 1 201 M27 1 m.. 71.962 25 5.391 1 314.921 25 189.636 7 3307.787 22 130.954 1 202 i 44.688 16 -5.227 19 184.323 _. 22 -184-395 13 5656.61 25 -128.496 19' 203 2 m.. 68.318 25 5.391 11 314.921 25 189.636 7 1648.88 22 82.436 1 204 42:345 15 - -5.22Z 19 _184:323 22 -184.395 13 2822:32 25 .<81.45 19 - RISA-3D Version 14.0.1 [f:\... \...\...\... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 7 APX Bring Group, LLC WROSACompany Des (Number Job 8-0163.03 Checked By: M. Phillips TECH N U E O GIES Model Name Midway Rd - Antenna Mount Analysis Envelotoe Member Section Forces (Continued) nnnm For C I r ., CH-HkI r r e e6ve.n1.1 I r r.....�,eni. ;..1 M1,_v Mnm r._. Mnmenlf I r 205 3 m.. 64.674 25 5.391 11 314.921 251 189.636 171 12.59 10 33.99 13 206 nir 40.002 16 -5.227 19 184.323 22 -184.395 13 5.259 16 -34.477 7 207 4 m.. 61.029 25 5.391 1 314.921 251 189.636 7 2846.248 25 12.641 19 208 nir 37.659 16 -5.227 19 184.323 22 -184.395 131668.926 22 -14.6 1 209 5 m.. 57.385 25 5.391 1 314.921 25 189.636 7 5680.534 25 59.686 19 210 nir 35.316 16 -5.227 19 184.323 22 -184.395 133327.831 22 -63.117 1 211 M28 1 m•• 254.362 1 1.083 24 9.798 25 1.632 23 -105.746 21 18.909 24 212 nir 117.6 19 -1.153 6 5.91 21 -3.597 5 -175.053 25 -22.393 6 213 1 12 rn•• 253.009 1 1 1.083 24 9.798 25 1.632 23-52.525 22 9.161 24 214 nir 116.585 19 -1.153 6 5.91 21 -3.597 5 -86.875 25 -12.016 1 6 215 3 m.. 251.655 1 1.083 241 9.798 25 1.632 23 2.185 12 -.299 22 216 nir 115.569 19 -1.153 6 5.91 21 -3.597 5 -.23 _ 18 -1.929 4 217 4 m.. 250.301 1 1.083 24 9.798 251 1.632 23 89.481 25 8.937 18 218 nir 114.554 19 -1.153 6 5.91 21 -3.597 5 53.709 20 -10.567 12 219 5 m.. 248.948 1 1.083 24 9.798 25 1.632 23177.65925 19.197 18 220 nir 113.539 19 -1.153 6 5.91 21 -3.597 5106.99721 -20.227 12 221 M29 1 m.. -433.346 19 3.933 25 2.499 4 9.716 20 23.918 22 23.966 9 222 min, -991.365 1 2.15 16 -1.612 22 -17.391 2 -63.382 4 1.209 15 223 2 m•• -432.33 19 1.733 10 2.499 4 9.716 20 .123 23 -13.889 20 224 mir -990.012 1 .639 16 -1.612 22 -17.391 2 -25.17 15 -27.782 1 25 225 3 m.. -431.315 19 -.117 22 2.499 4 9.716 20 23.256 115 -18.05 1 17 '226 rnir -988.658 1 -1.037 4 -1.612 122, -17.391 2 -34.195 9 '-34.328' 25 227 4 m.. •-430.3 19 -1.628 22 2.499 141 9.716 20 61.787 3 7.747 16 228 i -987.304 1 -3.122 25 -1.612 22 -17.391 2 -58.493 21 -12.044 10 229 5 m•• -429.285 19 -3.14 22 2.499 4 9.716 20101.9483 72.666 4 230 rnir -985.951 1 .474 25 . -1.612 22 -17.391 2 -84.435 21 27.057 22 231 1 M30 1 1 m.. 254.016 7 1.191 2 9.77 25 3.51 3 -105.133 23 23.025 2 232 knid 114,943 13 _-1.074 20 5.876 23 -1.466 21.174.556 25 -18.746 20 233 2 Im.-I 252.663 7 _ 1.191 2 9.77 25 3.51 3 -52.253 23 12.309 2 234 nir 113.928 13 -1.074 20 5.876 23 -1.466 21 -86.627 25 -9.079 20 235 3 'n.. 251.309 7 1.191 2 9.77 25 3.51 3 2.182 8 1.904 4 236 nir `112.913 13, -1.074 20 5.876 23 -1.466 21 -.231 14 -'.277" 22- 237 4 m•• 249.956 7 1.191 2 9.77 251 3.51 3 89.23 25 10.419 1 8 238 nir 111.897 13 -1 074 20 _5.876 23 -1.466 21 53.296 24 -9.257 14 239 5 'n.. 248.602 7 1.191 2 9.77 25 3.51 . 3 177.16825 19.938 8 240, nir 110.882 13 -1.074 20 5.876 23 -1.466 21106.38723 -19.838 2 241 M31 1 'n.. -422.071 13 3.941 25 1.811 23 15.031 6 67.883 5 24.287 11 242 min, -989.808 7 2.155 16 -2.685 5 -7.393 24 -28.839 23 1.322 17 243 2 m•. -421.055 13 1.739 10 1.811 23 15.031 6 124.528 15 -13.694 24 244 nir -988.454 7 _ .644 16 -2.685 5 -7.393 24 .403 23 -27.651 6 245 3 m•• -420.04 13 -.112 22 1.811 23 15.031 6 31.276 11 -17.994 15 246 nir -987.101 7 -1.03 4 -2.685 5 -7.393 24 -20.44 17 -34 283 1 25 247 4 m•• -419.025 13 -1.624 22 1.811 23 15.031 6 58.888 23 7.696 16 248 -985.747 7 -3.115 25 -2.685 5 -7.393 24 -62.182 5 -12.11 10 249 5 m•• -418.01 13 -3.136 22 1.811 23 15.031 6 88.13 23 72.492 4 250 nir -984.393 7 -5.467 25 2.685 5 -7.393 24 -105.538 5 26.929 22 251 M32 1 1m.4 0 1 0 23 0 7 0 1 0 1 0 1 252 nir 0 1 -.002 25 0_ 1 0 1 1 0 11 0 1 253 2 'n.. 686.951 7 19.033 25 -.375 13 0 1 -7.522 19 -245.75 16 254 nir -630.163 13 12.235 24 -.583 25 0 1 -11.705 25 -382.269 25 255 3 m•• 684.726 7 4.079 25 -.08 13 0 1 -16.051 19 -524.301 15 256 nir -631.832 13 2.622 24 -.125 25 0 1 -24.972 25 -815.572 25 257 4 m•• 682.5 7 -6.991 18 .333 25 0 1 -13.54419 -442.384 14 258 -633.501 13 -10.876 25 .214 19 0 1 -21.07 25 -688.149 25 259 5 m.• 680.274 7 -16.605 18 .791 25 0 1 0 1 0 13 260 i-635.171 13 -25.83 25 .506 19 0 1 0 1 0 7 12611 M33 11 Im.-I 0 111 0 1221 0 7 0 !-0 1 0 1 RISA-3D Version 14.0.1 [f:\... \...\...1... \5C installation [2018]\Midway Rd -Antenna mount analysis.r3d] Page 8 Company APX Des Na Number 18-0163.03 Checked : Bring Group, LLC ke INMROSAJob By: M. Phillips T E C x N O L G 0 1 E s Model Name Midway Rd -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member S... Axialnbl LC v Shearrlbl C zShearrlbl LCTor ue Ib-in LC - Mom. LCz-z Moment LC 262 nir 0 1 -.002 251 0 11 0 1 0 11 0 1 263 2 m.. 705.158 1 19.033 25 .583 25 0 1 11.705 25 -245.75 16 264 nir -647.845 19 12.235 20 .376 19 0 1 7.522 13 -382.269 25 265 3 m.. 702.932 1 4.079 25 .125 251 0 1 24.972 25 -524.301 17 266 nir -649.515 19 2.622 20 .08 19 0 1 16.051 13 -815.572 25 267 4 m.. 700.706 1 -6.991 14 -.214 13 0 1 21.07 25 -442.384 18 268 -651.184 19 -10.876 25 -.333 25 0 - 1 .13.544 13 _-688.149 25 269 5 m.. 698.481 1 -16.605 14 -.508 13 0 1 0 1 0 19 270 1 Inin-652.853 19 -25.83 25 .791 25 0 1 1 0 1 0 1 1 271 M31A 1 m.. 691.299 221 155.783 25 640.495 1 1835.047 131234.531241 2584.184 16 272 nir -693.283 41 78.194 22 -639.117 19 -1838.826 7 -249.066 6 -3208.598 10 273 2 m.. 691.299 22 155.783 25 640.495 1 1835.047 13709.88113 2494.903 16 274 i -693.283 41 _ 78.194 122, -639.117 19-1838.826 7 -718.304 7 -3292.341 10 275 3 m.. 691.299 22 155.783 25 640.495 111835.047 13 1190.085 13 2405.621 16 276 i -693.283 4 78.194 22 -639.117 19-1838.826 7 1197.54 7 -3376.085 10 277 4 m.. 691.299 221 155.783 25 640.495 111835.047 131670.2913 2316.34 16 278 i -693.283 4 78.194 2217 '19-1838.826 7 1676.77 7 -3459.828 10 279 5 rn.. 691.299 22 155.783 255 1 1835.047 132150.49413 2227.059 16 280 -693.283 4 78.194 2217 19-1838.826 7 2156.01 7 -3543.571 10 281 M32A 1 m.. 309.357 10 138,955 256 13 318.432 13525.375 7 2277.961 16 282 -307.365 16 67.898 1615 K640.495 7 -338.249 7 -519.364 13 -2381.179 10 283 2 m•. 309.357 10 138.955 256 13 318.432 13435.8147 2227.037 16 284 -307.365 16 67.898 1615 7 -338.249 7 -430.7713 -2485.158 10 285 3 m.. 309.357 10 138.955 256 13 318.432 13346.2537 2176.113 16 28 i-307.365 16 67.898 1615 7 -338.249 7 -342.175 13 -2589.136 1 287 4 m.. 309.357 110 138.955 251 118.126 13 318.432 13256.6927 2125.189 16 288 i -307.365 16 67.898 16 -119.415 7 -338.249 7 -253.581 13'-2693.115 10 289 5 m.. -309.357 10 - 138.955 ­25 25 118.126 13K318.43213167.131 7 2074.266 1290 i -307.365 16 7.898 16 -119.415 7 7 -164.98713 -2797,094 10 291 M33A 1 m.. 0 1 .002 7 .025 41 0 1 0 1 292 i 0 1 -. 02 1 -.018 . 101 0 1 0 1 293 2 m.. -9.861 13 .002 7 .025 41 .591 4 .054 1 2 i -1 .34 25 -.002 1 -.018 101 -.4 3 10 056 7 295 3 m•• 113.021 10 315.927 19 352.458 47 2874.123 22 1811.397 7 296 49.067 16 -317.31 1 -350.394 2213 3558:52 4 -1807.918 13 297 4 m.. 189.779 25 323.404 1 341.36 10 1 3051.88616 3798.161 1 298, nir 122.001 16 -323.404 7 -341.289 4 -1988.89 19 5014.41 10 -3773.786 19 299 5 m.. 28 25 102.462 1 102.531 101 0 1 0 1 0 1 300 __ nir 18 14 -102.462 7 -102.507 41 0 1 0 1 0 1 301 M31 B 1 m.. 134.4 4 -47.659 23 220.8 191 0 1 .002 7 0 1 302 nir -134.4 22 -74.2 25 -220.8 11 0 1 -.001 2 0 _ 24 _ 303 2 m.. 134.4 4 -47.659 23 220.8 19 0 1 496.801 7 1 166.95 25 304 mirl -134.4_ 22 -74.2 25 -220.8 1 0 1 -496.80113 107.234 23 305 3 n•. 134.4 4 -47.659 23 220.8 19 0 1 993.6017 333.9 25 306 nir -134.4 22 -74.2 25 -220.8 1 10 1 -993.60113 214.468 23 307 1 4 m.. 134.4 4 -47.659 23 220.8 19 0 1 1490.401 19 500.85 25 308 nir -134.4 22 -74.2 25 -220.8 1 0 1 1490.4011 321,702 23 309 5 m.. 134.4 4 -47.659 23 220.8 19 0 1 1987.201 19 667.8 25 310 i -134.4 22 -74.2 25 -220.8 1 0 1 1987.201'1 428.935 23 311 M32B 1 m.. 220.802 13 -47.578 19 134.4 16 -428.936 231987.203 7 .001 6 312 i -220.802 7 -74.201 25 -134.4 22 -667.801 25 1987.20 13 -.002 25 313 2 m.. 220.802 13 -47.578 19 134.4 16 -428.936 231986.376 19 55.649 25 314 220.802 7 -74.201 25 -134.4 22 _-667.801 25 -1987.93 13 35.683 19 315 3 m.. 220.802 13 -47.578 19 134.4 16 -428.936 231985.54919 111,299 25 316 i -220.802 7 -74.201 25 -134.4 22 -667.801 25 1988.65 13 71.366 19 317 4 m.. 220.802 13 -47.578 19 134.4 16 -428.936 231984.722 19 166.95 25 318 -220.802 7 -74.201 25 134.4 22 ;667.801 25 1989.38 13 107.05 19 RISA-3D Version 14.0.1 IT:\ ... \... \... \... \5C installation [2018]1Midway Rd - Antenna mount analysis.r3d] Page 9 es INIRPSAJobuDNber 18-0: 63.03 ChecCompany APX a ng Group, LLC k d By: M. Phillips TECH NO L O 6 1 ES Model Name Midway Rd - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mnmhcr S Arialflhl I r1 v Chonrflhl I C v Ahonrflhl I CTnrnimflh_inl I r.v Mnm I r:v, Mnmanff I (. 319 5 Im.-I 220.802 13 -47.578 191 134.4 16 -428.936 231983.895 19 222.6 25 320 Inlid -220.802 7 -74.201 25 -134.4 22 -667.801 25 -1990.11 13 142.733 19 321 M33B 1 'n.. 134.399 4 -44.992 22 220.8 19 0 1 .001 20 .001 8 322 -134.399 10 -70.84 25 -220.8 1 0 1 -.002 13 0 3 323 2 'n.. 134.399 4 -44.992 22 220.8 19 0 1 496.801 19 159.39 25 324 -134.399 10 -70.84 25 -220.8 _. 1 0 1 -496.801 13 101.233 22 325 3 'n.. 134.399 4 -44.992 22 220.8 19 0 1 993.6 19 318.781 25 326 i -134.399 10 -70.84 25 -220.8 1 0 1 -993.60113 202.465 22 327 4 m.. 134.399 4 -44.992 22 220.8 191 0 1 1490.4 19 478.171 25 328 Tiir -134.399 10 -70.84 25 -220.8 1 0 1 1490.40113 303.698 22 329 5 m.. 134.399 4 -44.992 22 220.8 19 0 111987.2 19 637.561 25 330 I -134.399 10 -70.84 25 -220.8 1 0 1 -1987.213 404.93 22 331 M34 1 m.. 220.798 1 -45.144 13 134.395 4 -404.931 22 1987.2 7 .002 18 332 i -220.798 7 -70.839 25 -134,392 10 -637.961 25 1987.20t 1 -.002 _ 1 333 2 m.. 220.798 1 -45.144 13 134.395 4 -404.931 221988.04619 106.257 25 334 i -220.798 7 -70.839 25 -134.392 10 -637. 61 25 1986.35 1 67.716 13 335 3 'n.. 220.798 1 75.6 25 134.395 4 680.401 251988.891 19 226.802 25 336 -220.798 7 -60.72 - 10 -134.392 10 433.587 22-1985.507 1 145.799 23 337 4 m.. .008 12 75.6 25 103.999 10 680.401 25155.939 4 113.402 25 338 mir, -.008 6 48.599 15 -104.002 16 433.587 22 -156.048 10 72.898 24 339 5 m.. .008 12 75.6 25 103.999 10 680.401 25 1.027 6 .004 4 340' -.008 6 - 48.599 15 -104.002 6 433.587 22 -1.087 15 -.003 2 ° 341 M35 1 m•• 103.996 4 -48.176 22 .12 15 0 1 0 24 .001 1 342 _ nir -103.996 10 -75.6 25 -.114 _ 16 0 1 0 7 0 15 343 2 m.. 103.996 4 -48.176 22 .12 15 0 1 .27 15 170.1 25 344 nir -103.996 10 -75.6 25 -.114 16 0 1 -.256 18 108.397 22 345 3 'n.. 103.996 4 -48.176 22 .12 15 0 1 .54 15 340.2 25 346 vir -103.996 10 -75.6_ 25 -.114 18 0 1 1 -.511 18 216.794 22 347 4 m.. 103.996 4 -48.176 22 .12 15 0 1 .81 15 510.3 25 348 nir -103.996 10 -75.6 25 -.114 181 0 1 -.767 18 325.19 22 349 5 n.. 103.996 4 -48.176 22 .12 15 0 1 1.08 15 680.4 25 350 nir -103.996 10 -75.6 25 -.114 18 0 1 -1.022 18 433.586 22' 351 M36 1 'n.. 134.4 16 -45.501 21 220.8 19 0 1 0 20 0 10 352 nir -134.4 10 -70.84 25 -220.8 . 1 0 1 0 2 0 6 353 2 'n.. 134.4 16 -45.501 21 220.8 19 0 1 496.8 19 159.39 25 354 i -134.4 10 -70.84 25 -220.8 1 0 1 -496.8 13 102.378 21 355 3 m•• 134.4 16 -45.501 211 220.8 19 0 1 993.6 19 318.78 25 356 Irnir, -134.4 10 -70.84 26 -220.8 111 0 1 1 -993.6 113 204.756 21 357 4 m•• 134.4 16 -45.501 21 220.8 19 0 1 1490.4 19 478.17 25 358 nir -134.4 10 -70.84 25 -220.8 1 0 1 -1490.413 307.134 1 21 359 5 m•• 134.4 16 -45.501 21 220.8 19 0 1 1987201 19 637.561 1 25 360 i -134.4 10 -70.84 25 -220.8 1 D 1 -1987.213 409.512 21 361 M37 1 m.. 220.798 19 -45.423 13 134.4 10 637.56 251987.201 7 .001 3 362 -220.798 1 -70.84 25 -134.4 4 409.513 21 1987.20113 0 2 363 2 m.. 220.798 19 -45.423 13 134.4 10 637.56 251987.924 19 53.129 25 364 -220.798 1 -70.84 25 -134.4 4 409.513. 21 1986.37 13 34.068 13 365 3 m.. 220.798 19 -45.423 13 134.4 10 637.56 251988.648 19 106.259 25 366 i -220.798 1 -70.84 25 -134.4 4 409.513 211985.55 13 68.135 13 367 4 m.. 220.798 19 -45.423 13 134.4 10 637.56 251989.373 19 159.389 25 368 i -220.798 1 -70.84 25 -134.4 4 409.513 21 1984.72 13 102.202 13 369 5 m.. 220.798 19 -45.423 13 134.4 10 637.56 251990.097 19 212.52 25 370 id -220.798 1 -70.84 E -134.4 4 409.513 21 1983.90 13 136.269 13 RISA-3D Version 14.0.1 [TA ... \... \... \... \5C installation [2018]\Midway Rd - Antenna mount analysis.r3d] Page 10 Nn 11MRISAJob ber : 6 0 63.03 Company APX Bring Group, LLC Checked By: M. Phillips r e c x x a L o a' l e s Model Name Midway Rd -Antenna Mount Analysis Envelope Joint Reactions Wf v r161 I r v n61 1 r 9 n61 I r nnv r1AJn1 1 r RAv n6.lnl I r WA7 n6 :..1 1 r 1 N33 nay 1641.242 7 531.085 25 1470.707 22 0 1 119521.54 7 0 1 2 , ' min -1631.573_ 13 309.655 - 22 -3575.845 4 0, 1 -19415.193 13 . 0' 1 3 N34 nay 970.164 19 577.631 25 2434.999 10 0 1 111806.06519 0 1 4 _ _ min -979.561 -. 1 364.935_ .- 22 _ 442.707 16 0 1 -11914.658 1 0 1 5 N53 nay 109.466 13 146.312 7 663.475 7 0 1 0 1 0 1 6 min -119.136 7 -85.784 13 , 613.308 13 0 - 1 0 1 0 1 7 N54 nay 122.306 1 149.425 1 681.131 1 0 1 0 1 0 1 8 _ min -112.527 19 -88.804 _ 19 -630.46 _ 19 0 1 0 1 0' 1 9 Totals: a 2379.27 7 1187.574 25 3871.184 10 10 min 2379.27 1 763:44 17 -3871.178 16 RISA-3D Version 14.0.1 [f:\... \... \... \... \5C installation [2018]1Midway Rd -Antenna mount analysis.r3d] Page 11 Tension Member Zonnections A6, In Accordance With AISC IRFD 14th Edition AT&T a px APX Engineering Group, LLC Midway Rd, 18-0,63.,3 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, January 2018 Animm E Page 1 of 1 Member Parameters: BAR1/4X3 Material = ASTM A36 (Member Steel Material Grade) Fy I F„ = 36 I 58 ksl (Member. Yield and Tensile Strength, AISC Table 2-4) Ag = 0.75 inn (Member Gross Area, AISC Chapter 1) t = 0.25 in (Thickness of Member at Connection) b = 3.0 In b (Width of Connected Member Part) d, Bolt 0 = 0.75 In (Nominal Bolt Diameter) Hole 0 = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) N = 1 Bolts (Number of Bolts, ASTMA325N) Shear 1 (Bolt Shear Condition, Single = 1, Double = 2) le = 1.25 In (Distance From Center of Bolt Hole to End of Member) g = 1.5 in (Gage Distance) Pe = 4.0 kips (Factored Member Axial Tension Force, per RISA-3D) Bolt Shear V„ = 4.0 kips (MAX Bolt Shear, Single Sheared) 17.9 kips (Available Bolt Shear Strength, AISC Table 7-1) V„ 5 w„ OK 22.3% Stressed Yielding in the Gross Section OtPa = ¢tFy4g = 24 kips (AISC Eq. D2-1) Rupture on Net Effective Area be = 1.09 in2 (Effective Edge Distance, AISC Fig. C-D5.1) �,Pn = �tFu(2tbe) = 23.8 kips (AISC Eq. D5-1) Rupture on Effective Area a = 0.84 in A,f= 0.61 in (Minimum End Distance, AISC D5.1) (Area on Shear Failure Path, AISC D5. 1) �tPn = $0.61FeAef= 15.9 kips (AISC Eq. D5-2) Strength 1,= 0.84 in (Clear Distance, AISC J3.10) �Rn = �(1.5/etF) 5 �(3.0dtFe)= 13.8 kips 5 24.5 kips Thus, �Rn = 13.8 kips (AISC Eq. J3-6b) P. 5 0. OK 16.5% Stressed Pu 5 CP, OK 16.8% Stressed P. 5 W. OK 25.1% Stressed Pu 5 �Rn OK 29.1% Stressed -4 GOVERNS Tension Member Connections In Accordance With AISC LRFD 14th Edition APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T a Px Midway Rd,18-0163.03 E. Diaz, January 2018 ExcEeeEEiec cEoea Page 1 of 1 tuber Parameters: BAR114X3 Material = ASTM A36 (Member Steel Material Grade) Fy I Fe = 36 I 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) A9 = 0.75 in2 (Member Gross Area, AISC Chapter 1) - - t = 0.25 In (Thickness of Member at Connection) b O O b = 3.0 in (Width of Connected Member Part) d, Bolt 0 = 70:5 In (Nominal Bolt Diameter) - -- _ = _" ..--- Hole 13 = 0.5625 in (Bolt Hole Diameter per AISC Table J3.3, Standard) a le N= 2 Bolts (NumberofBolts, ASTMA325N) Shear 1 (Bolt Shear Condition, Single = 1, Double = 2) le = 1 in (Distance From Center of Bolt Hole to End of Member) s = 1.5' In (Bolt Spacing) g = 1 in (Gage Distance) U = 1.00 (Shear Lag Factor, AISC Table D3. 1) P = 3. 11. kips Shear Va = 1.6 kips tbvr„ = 10.6 kips (Factored MemberAXial Tension Force, per RISA-3D) (MAX Bolt Shear, Single Sheared) (Available Bolt Shear Strength, AISC Table 7-1) Yielding in -the Gross Section btP,, = �tFyAg_ = 24 kips (AISCEq. D2-1) Rupture in Net Section A = 0.61 in Aa = 0.61 in (Net Area, AISC D.3.2) (Effective Net Area, AISC D.3.3) OtP = OtF Ae = 27 kips (AISC Eq. D2-2) Block Shear Rupture Agv = 0.63 in (Gross Area Subject to Shear, AISC J4.3) Ant = 0.43 in (Net Area Subject to Tension, AISC J4.3) Anv = 0.41 in (Net Area Subject to Shear, AISC J4.3) Vu 5 �vrn OK 14.6% Stressed Pe 5 w. OK 12.8%Stressed r Re = �(0.61FAnv + Ub,F.A,) 5 �(0.6FyA9v + Ub,F A t) = 29.5 > 28.8 kips Thus, oRa = 28.8 kips (AISC Eq. J4-5) 11.7% Stressed P. 5 �Rn OK 10.8% Stressed Bearing Strength Ic = 0.72 in. at end, = 0.94 in. between bolts (Clear Distance, AISCJ3.10) �Rn = �(1.51JFJ 5 r (3.OdtF )= 27 kips 5 32.6 kips Pe 5 OR,, OK 11.5% Stressed A GOVERNS Thus, ¢R = 27.0 kips (AISC Eq. J3-6b) Standoff Conne,Lion Check In Accordance With AISC LRFD 14th Edition APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 Loads and Dimensions Reactions (Factored) Rx = 3600 I b s Ry=j 600 Jibs Rz= Lj,650 Ibs Mx = Hlb-in Ib-in My = 20Ib-in Mz = Connection Dimensions dt = [::] in d2= in Maximum Bolt Shear (Max Member Tension, x-axis) (Max Member Shear, y-axis) d2 = (Max Member Shea, z-axis) (Max Member Torque, x-axis) (Max Member Bending, y-axis) (Max Member Bending, z-axis) 4 Bolts (Horizontal Bolt Separation) (Vertical Bolt Separation) Ve= (Ry/4) +(R�/4) + [Mx! dt +d2 2 ] Vu = 439 Ibs per bolt Maximum Bolt Tension T. = (Rx/4) + (M^/2) + (M./d2/2) T, = 2,329 Ibs per bolt Bolt Capacity ASTM A36, 1/2" 0 AT&T Midway Rd, 18-0163.03 a pX E.Diaz, January 2018 aNGtN2e:21WO G.xour 1 of 1 dt=7in Member Local Axes Rz 41 �Tn = 6,406 Ibs (Bolt Design Tensile Strength, AISC Eq. J3-1) Wn = 3,844 Ibs (Bolt Design Shear Strength, AISC Eq. J3-1) Rx f,,, = 2,235 psi (Bolt Required Shear Stress, AISC J3.7) F rt = 1.31=nt - (Fnt/�Fnv)f„r > Fnt = 43,500 psi (Modified Nominal Tensile Stress, AISC Eq. J3-3a) = 51,582 psi (Thus, Fnt Govems) �Rn = 6,406 0 (Bolt Available Tensile Strength, AISC Eq. J3-2) T. 5 �Rn OK 36.4% Stressed in Tension, 11.4% Stressed in Shear, 36.4% Stressed Combined M, Ry