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WIND LOAD
Wind Load - Appuftenance In Accordance With ASCE 7-10, Chapter 29 APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 AT&T JENBEACH (FA# 10016793),18-0163.16 E.Diaz, March 2018 ja,mG Design Parameters Page 1 of I Wind Speed, V,lt= 164 mph (Ultimate Wind Speed, ASCE Figure 26.6-1A) zg 700 (ASCE Table 26.9-1) r(= 11.5 (ASCETabl&26.9-1) 179 Exposure=J D I (Exposure Category, ASCE 26.7.3) Z,i, 7 (ASCE Table 26.9-1) I= 650 (ASCE Table 26.9-1) (ASCE Eq. 26.9-7) Risk Category 11 (ASCE Table 1.5-1) ZBAR 8518. (ASCE 26.9.4) c= 0.15 (ASCE Table 26.9-1) Q = (ASCE Eq. 26.9-8) Z= see (EffeCtiVe Height) 0.13 (ASCETable26.9-1) L, = (ASCE Eq. 26.9-9) G= 0.85 (MAX Gust -Effect Factor, ASCE 26.9) K�, K,d, Kd = ��I.e (ASCE Table 29.3-1, ASCE 26.8.Z ASCE Table 26.6-1) X, -1) Cf or C, = '1.� (Foxe Coefficients, ASCE 29.5) q, = 0.00256KKtK dV2 (Velocity Pressure, ASCE Eq. 29.3 Af = H-W or H-D (Projected Area Normalto WindDirection) F = q�GCfAf (Design Wind Force, ASCE Eq. 29.5-1 or 2) Wind Load -1 Appurtenance Type z H W I (D Round ZBAR Z LI I 1z Q I K. I Kt Kd I (qz JFCf tj Cf FF�. I FSld. I Wt. (ft) (ft) ft) ? ps� ron Side (lbs) (lbs) (lbs) KMWET-X-UW-68-14-65-18-iR-AT Panel 140 140 140 140 140 140 6.0 1.0 10.53 IN 84 84 731 10.13 0.981 1.521 1.0 0.85 88.9 1.38 1.55 627 329 43.9 42.1 54.0 50.6 53.0 20.0 Andrew SBNHH-ID85B �anel 6.08 0.99 0.59 IN 84 84 731 0.13 0.98 1.521 1.0 0.85 88.9 1.39 1.51 631 376 Ericsson RRUS-11 (Side) Eadio 1.42 0.77 1.48 N 84 84 731 0.13 0.99 1.52 1.0 0.85 88.911.31 1.30 108 209 Ericsson RRUS-32 (Side) Radio 2.27 0.58 1.01 IN 84 84 731 0.13 0.99 1.52 1.0 0.85 88.9 1.35 1.32 135 233 Ericsson RRU 4426 B66 (Side) Radio 2.27 0.58 1.01 IN 84 84 731 0.13 0.99 1.52 1.0 0.85 88.9 1.35 1.32 135 233 Raycap DC6-48-60-18-8C squid OVP 2 0.92 0.92 Y 84 84 731 0.13 0.99 1.52 1.0 0.95 99.4 0.72 0.72 111 111 6UANNED BY St. Lucie Uounty Definitions: Panel = Panel or Directional Antenna, Omni Omni -Directional Antenna ;h Antenna, Radio Remote Radio Unit (RRU), TMA Tower Mounted Amplifier Y 'k z x Envelope Only Solubon APX Engineering Group, ... SK - 1 E.Diaz JENBEACH - Antenna Mount Analysis Mar 20, 2018 at 12:14 PM 18-0163.16 3D RENDERED VIEW JENBEACH -Antenna Mount.r3d Y A z x Envelope Only Solution APX Engineerin E.Diaz 18-0163.16 JENBEACH -Antenna Mount Analysis JOINT NUMBERS SK-2 Mar 20, 2018 at 12:14 PM JENBEACH - Antenna Mount.r3d Y z x Envelope Only Solution APX Engineering Group, E.Diaz 18-0163.16 JENBEACH -Antenna Mount Analysis MEMBER NUMBERS SK-3 Mar 20, 2018 at 12:14 PM JENBEACH - Antenna Mount.r3d APX Engineering Group, I E.Diaz I 18-0163.16 JENBEACH -Antenna Mount Analysis MEMBER SIZES SK-4 Mar 20, 2018 at 12:14 PM JENBEACH - Antenna Mount.r3d Y A z x Member Length (ft) Displayed Envelope Only Solution APX Engineering Gr E.Diaz 18-0163.16 JENBEACH -Antenna Mount Analysis MEMBERLENGTHS SK-5 Mar 20, 2018 at 12:14 PM JENBEACH -Antenna Mount.r3d -50.61t 3.91 43.91t 43. -5 It �-541 _50.61b -201t; -42.11t b1b F -541 50.6 -201t 43. t -201t -53111 Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, SK-6 E.Diaz JENBEACH - Antenna Mount Analysis Mar 20, 2018 at 12:15 PM 18-0163.16 DL JENBEACH -Antenna Mount.r3d Y A, z x Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering Group, E.Diaz 18-0163.16 JENBEACH -Antenna Mount Analysis WIND AT FRONT SK-7 Mar 20, 2018 at 12:15 PM JENBEACH - Antenna Mount.r3d Y A z x Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering E.Diaz 18-0163.16 JENBEACH - Antenna Mount Analysis WIND AT SIDE SK-8 Mar 20, 2018 at 12:15 PM JENBEACH -Antenna Mount.r3d Company APX Engineering Group, LLC Mar20,2018 Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips Model Name JENBEACH -Antenna Mount Analysis (Global) Modei Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include War RffiWn? Ye Trans Load Intersecting Wood Wall? Yess 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 (fUSeCA2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y mler Orientation Plane ,,Itl,olaLM [".r ,tic Sg_ Sparse Accelerated Dynamic 9olver I Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Admust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code None Masonry Code None Aluminum Code None - Building Number of Shear Regions 4 Region Spacing 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 Warnings? No Unused Force Warn Yes Min 1 Bar Diam. S 1cm No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-313 Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108DJENBEACH - Antenna Mount.r3d] Page I Company APX Engineering Group, LILC Mar 20,2018 Designer E.Daz 12:16 PM 111RO'SA Job Number 18-0163.16 Checked By: M. Phillips N 'D � " -0. L� Q'i E. S Model Name JENBEACH -Antenna Mount Analysis (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ctx .035 Ctz .035 T X (sec) Not Entered T Z (sec) Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 SID1 1 SIDS I Sl I TL (sec) Not Entered Risk Cat I or 11 Ornz 1 Rhol P m lRho X Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shaoe Code Check LocL.. LC Shear Ch ck Loc . . . . . . il C hi*Pn... DhI*Pnt..x)hj!Mnohi*Mn ... C Ean 1 M1 PIPE 5.0 .749 .622 7 1 .262 0 1 10021 ... 126315 215145 215145 l..[Hl-lb 2 M2 PIPE 5 0 .752 .622 11 .171 5.181 9 10021 ... 126315 215145 215145 I..[HI-lb 3 M3 PIPE 5.0 .764 .622 1.917 3 .303 5.181 1 10021 ... 126315 215145 215145 2..IH1-lb 4 FACE C LL3.5x2.5.. .361 .083 1 .177 14 z 1 40981 ... 137376 11954 ... 11294 ... 1..�Hl-lb 5 FACE B LL3.6x2.5.. .277 .083 4 .118 14 z 440981 ... 137376 11954 ... 11294 ... I.. Hl-lb 6 FACE A LL3.5x2.5.. .319 1 .147 1��.z j_ 40981 ... 137376 11954 ... 11294 ... l.. Hl-lb 7 M7 LL3.5x2.5.. .404 938 1 .196 14 z 1 40981 ... 137376 11954 ... 11294 ... I.. Hl-lb 8 M8 LL3.5x2.5.. .340 7 1 .111 14 z 1040981 ... 137376 11954 ... 70590 ... I.. HI -la 9 Mg LL3.5x2.5.. .291 10.0.�. 1 .117 13.11.1Z, 1 40981...,137376 11954 ... 11294 ... I.. Hl-lb 10 M10 L3.5x3.5x4 .132 14.56 9 .01 0 vllll0433....5508028986 ... 39375 ... l.. H2-1* 11 M11 L3.5x3.5x4 .298 3.947 3 .008 8.062 v 11 Ill 9421 ... 5508028986 ... 49852 ... I.. H2_1 12 M12 L3.5x3.5x4 .140 4.031 3 .008 0 v 1 19421 ... 5508028986 ... 49852 ... 1.. 112-1 13 M13 L3.5x3.5x4 .233 14.56 1 .021 0 Z 1110433 ... 5508028986 ... 39375 .... I.. H2-1* 14 M14 L3.5x3.5x4 .292 3.947 19 .010 8,062 �L 19421 ... 5508028986 ... 49852 ... I.. H2-1 15 M15 L3.5x3.5x4 .138 4.031 7 .006 0 .. 5508028986 ... 49852 ... I.. H2- ' 16 M16 L3.5x3.5x4 .139 4.031 11 .005 8.062 _�L1219421 Y_ �L 4 19421 ... 5508028986 ... 49852 .. I.- H2-11 R 17 M17 L3.5x3.5x4j .296 3.947 15 .011 0 y 1 19421 ... 5508028986 ... 49852 ... l.. _I H:2-1 18 L3.5x3.5x4 .130 0 5 .019 14.56 z 7 10433 ... 4 55080 28986 ... 39375 ... I.. H2-1* 19 _M18 M19 L3.5x3.5x4 .065 1 1 .009 0 1 41511 ... 5508028986 ... 60728 ... I.- H2-11 20 M20 L3.6x3.5x4 .062 1 1 .008 0 _�L , v, 1 41511 ... 55080 28986...,60728... 1.- H2-1 21 M21 L3.5x3.5x4 .066 1 1 .008 o) V11 41511 ... 5508028986 ... 160728... 1..,H2-1 22 M22 PIPE 2.0 .536 E0311 1 .092 .021 1 23808 ... 32130 22459-5122459.5 1..�Hl-lb 23 M23 PIPE 2.0 .533 3 1 .082 4 1 20866 ... 32130 22459.5122459.5 1..�Hjjjb] 24 M24 PIPE 2.0 .690 3 1 .134 3 5 20866 ... 32130 22459.5 22459.5 1.. Hl-lb 25 M25 PIPE-2.0 .490 3 1 .089 4 1 20866 ... 32130 22459.5 22459.5 T Hl-lb 26 26 , PIPE 2.0, .361 3 4 .059 4 1 20866 ... 32130 22459.5 22459.5 1.. ELIE 27 M27 I PIPE 2.01 .486 3 10 .230 3 - 1 20866 ... 32130 22459.5 22459.5 1.. Hl-lb 28 M28 PIPE 2.0 .351 3 4 .057 4 1020866 ... 32130 22459.522459.5 I..-Hl-lb 29 M29 PIP�2 9 I 5924 3 1 .091 4 1 20866 ... 32130 22459.5 22459.5 1.. Hl-lb E_2 0 :6 1 .1,34 .'A 1 9 20866... --1-- 22459.5 22459.5 1.. Hl-lbj RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 2 Cor�pany APX Engineering Group, LLC Mar20,2018 E.Diaz 12:16 PM RISADesigner Job Number 18-0163.16 Checked By: M. Phillips S Model Name JENBEACH -Anterma Mount Analysis Load Combinations n�WADI�RlivkylWi,§, ®R MEN= Rl)iMIx.TMW�. �Oozm��. Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L,D.M Dinection Magnitudel(lb,lb-in), fin,rad), (lb*SA. . N69 Y -50.6 RISA-3D Version 14.0.1 [T:\ ... \...\5C installation [2108�JENBEACH -Antenna Mount.r3d] Page 3 Company APX Engineering Group, LLC Mar 20, 2018 Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips T E C H N �0. L Model Name JENBEACH -Anterma Mount Analysis Joint Loads and Enforced Displacements WC 1 : Dead Load) (Continued) W�� I �h�l I I �� �A- - - 2 N75 L Y -50.6 3 N66 L Y -50.6 4 N86 L Y -50.6 5 N63 L Y -50.6 6 N97 L Y -50.6 7 N67 L Y -53 8 N64 L Y -53 9 N61 L Y -53 10-1 N70 L Y -20 11 N81 L Y -20 12 N92 L Y -20 13 N71 L Y -54 14 N82 L Y -64 15 N93 L Y -54 16 N68 L Y -42.1 17 N89 L Y 42.1 18 N90 L Y -42.1 19 N62 L Y -43.9 20 N65 L Y -43.9 21 N85 L Y 43.9 22 N86A L Y -43.9 23 N87 L Y -43.9 24 N88A L Y -43.9 Joint Loads and Enforced Displacements (BLC 3: Wind Front) Anint I nhal i nivi nirprtinn Mnnnifi Apirlh Ih-in) (in rnri) Jjh*qA 1 N68 L x 376 2 N89 L x 376 3 N90 L x 376 4 N62 L x 627 5 N65 L x 627 6 N85 L x 627 7 N86A L x 627 8 N87 L x 627 9 N88A L x 627 N70 L x ill _j_Q_ 11 N81 L x ill 12 N92 L x ill 13 N71 L x 209 14 N93 L x 108 15 N82 L x 108 16 N75 L x 233 17 N66 L x 233 18 N64 L x 233 19 N69 L x 135 20 N67 L x 135 21 N86 L x 135 22 N97 L x 135 23 N61 L x 233 24 N63 L x 233 Joint Loads and Enforced Displacements (SLC 4: Wind Side) W�f I ��_I I n RA n;rfl KA;...A�fflk M ;,X 1;� —AX lik-�A N68 L z �31 IP241 N89 L z 631 3 1 --N-9-0 L z 631 RISA-3D Version 14.0.1 [T:% ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 4 Company APX Engineering Group, LILC Mar 20, 2018 Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips T 9 C " N:U L' Model Name JENBEACH -Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 4: Wind Side) (Continued) Joint Label L.D.M Direction Mannituder(lb.lb-in), (in.rad). (lb*sA.. 4 1 N62 L z 329 5 N65 L z 329 6 N85 L z 329 7 L z 329 8 _N86A N87 L z 329 9 N88A L z 329 AIL N70 L z ill 11 N81 L z ill 12 N92 L z ill 13 N71 L z 108 14 N93 L z 209 15 N82 L z 209 16 N69 L z 233 17 N67 L z 233 N97 L z _18- 19 N86 L z 233 20 N61 L z 135 21 N75 L z 135 22 N66 L 135 23 N64 L ZZ 135 1 24 1 N63 L z 139 Member Distributed Loads (BLC 3: Wind Front) Member Distributed Loads (BLC 4: Wind Side) Mp.mhpr I nhA nirpctinn Rtnrt IdInnnittirlprih/ft F1 FnrI IVInnnititriprih/ft R SNO I nmfinnTft -/M FnrI 1 nrAfinnrft -/.1 1 1 M18 1 30 1 30 0 1 0 3 30 1 30 0 0 1 3 1 FACE 1 30 1 30 0 0 Envelope Member Section Forces Mp.rnhp�r S AyiRlrlhl I (. v.Rhpnrflhl I (. 7.Rhpnrrlhl I r.Tnm.,PrIh-inTI C.v-v Mnmpntrih I r.7-7 MnMPnt 1 r. 1 M 1 1 lm..� 6543.206 16 9722.046 1 2394.54 11 0 1 0 1 0 1 2 m...-6937.663 1 -4659.516 8 -230.454 3 0 1 0 1 0 1 3 2 m... 5902.289 7 1428.403 6 2250.183 11 10.545 1 73281.649 11 62070.28 7 4 --m...-2508-.39A-1 -2554.057 1 -220.409 12 -1.957 10 -5559.215 L2 -78451.49 1 5 3 m... 4256��4 7 2624.924 10 5246.447 12 10.545 1 144757.302 11 129965.035 7 6 m... -2602.253 1 -4440.42 7 -5726.172 5 -8.857 7 -12639.703 -5406.555 6 7 4 m.. 3622.197 7 3110.501 7 619.681 5 10.545 1 66955.499 -1 1165052.114 7 8 1 -210.635 17 -3207.448 11 -8.857 7 -13880.005 a a850351 16 9 --m...-2422.121 5 m.. 0 11 .023 7 .005 3 1 0 1 0 1 0 1 1 10 fm.+ 0 1 -.002 9 -.022 11 0 1 0 1 0 1 11 M2 1 m.:. 6110.736 10 2715.708 12 4282.224 12 0 1 0 1 0 1 12 m.... 3307.099 A -2866.393 -4517.025 5 0 1 0 0 1 13 2 m... 5402.569 11 2440.806 .5 3 1404.766 5 10.336 3 41570.891 -1 1 25123.681 5 14 A -615.778 12 -1242.6 1-0 -1.821 2 -61059.13 3 -65442.588 11 15 --n._..-1813.068 3 m... 4085.422 11 4412.055 1 5630.441 7 10.336 3 78930.004 1113749.779 7 al., - -1670.988 3 -3723.1 9 -5463.962 2 -11.351 J_ -74846.474 -128310,291 3 _jE 17 - 1 - 4 m.. 3543.658 .11, 489.616 __i7 1597.055 3 10.336 3 43486.945 _a .11.11 871.628L_7 ___1 RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH - Antenna Mount.r3d] Page 5 Company APX Engineering Group, LLC Desi . gner E.Diaz Job Number 18-0163.16 jI'%.rdSA T E C H NA L-O.Q'I'L-S Model Name JENBEACH -Antenna Mount Analysis Envelope Member Section Forces (Continued) Mar 20, 2018 12:16 PM Cherked By: M. Phillips Mpmhpr.q Ayinlnhl 1 r. � Ah��,rlhl I (�. 7.qhanrTlhl I r.TnrniiP[1h-!n1I r.%i_�i Unmantrlh I (".7� M�M�nf I r_ 18 m.. -1689.685 3 -3061.782 1 -2088.295 11 -11.351 1 -33314.342 3 1-65724.722 1 19 5 M.-I 0 1 .003 7 .012 3 0 1 0 1 0 1 20 0 1 -.021 1 -.015 11 0 1 0 1 0 1 21 M3 I m... 8726.969 1 2261.687 2 4767.446 9 0 1 0 1 0 1 22 m... -4087.805 [3 18 -4107.434 7. -4334.948 2- 0 1 0 1 0 1 23 2 m... 7155.007 1 935.535 9 1197.957 2 11.351 1 38397.256 979966.264 7 24 m... -2341.847 1 8 -1419.265 7 -2354.996 3 -2.237 6 9 -15223.215 4 25 - 3 rn... 4198.439 3 11412.3 1 1309.31 2 9.713 7 .-75193.0 13122.205 .3 1 125061.105 7 26 -2114.502 191 -5733.943 6, -2133.379 3, -9.158 13 -149377.98913 -11351.822 11 27 4 3609.363 31 2725.952 7 3293.52 3 9.713 7 8414.635, 1 57b87.376 7 28 m... -1988.634 19 -1191.563 1 -373.453 1 -9.158 3 -68719.449 3 -25996.244 1 29 5 m.+ 0 1 .019 7 .024 3 0 1 0 1 0 1 30 -EC m"' 0 1 -.008 1 -.002 1 0 1 0 1 0 1 31 FAC _1 m - - 1968.451 10 268.154 6 1388.296 1 999.336 8 0 1 0 1 32 _1 879A84 3 -33.236 1 -891.3 L8 -137 .476 J_ 0 1 0 1 33 _rL. 2 m. - 1830.985 9 137.341 5 572.429 1 137.557 8 34932.428 1 260.221 15 34 m. .-1789.058 3 -99.357 .14. -383.221 18 -134.471 1 -22882.224 18 -3810.485, 5 35 3 m. - 2053.781 7 93.004 16 135.18 18j 59.012 1 34939.193 1 2333.854 25 36 rn --- 1637.379 3 -197.265 12 -172.644 11 -50.417 8 -22531.509 19 1240.96a 37 4 2099.247 7. 33.815 25 203.708 .191 59.012 1 23965.616 1 -45.703 14 38 -1646.232 3 18.374 14 -324.270 -50.417 8 -15628.198 19 -812.06 6 39 5 m4 2379.768 7 134.619 6 729.128 -1 19 1880.585 1 0 1 0 1 m... -1609.217 1 -370.659 1 -11015.38 1 A 1011MOR Q 1 0 1 -AQ- 41 FACEB 1 rn... 1825.173 6 333.584 1 -L 1042.315 10 - __ 1150.539 4 0 1 0 1 42 m... -2066.474 1 -16.649 19 -1029.908 4 -1127.435 16 0 1 0 1 2 m.. 1808.986 3 200.798 1 443.829 10 109.359 141 26636.157 10 342.733 19 _4�_ 44 m... -1781.057 15 -89.828 18 -425.85 A -106.165 16 -26132.928 4?-4940.474 1 45 3 rn... 2022.921 3 92.302 1 127.818 3 38.62 16 26561.559 10 2319.152 25 46 m.. -1581.053 1151 -199.534 8 -118.271 10, -40.687 4 -26669.46 4 1268.832 13 47 4 rn... 3 34.314 7 246.315 4 38.62 16 18362.032 10 -136.03 18 48 m.. -1567.171 16 21.854 18 -247.727 10 -40.687 4 -18529.155 4 -906.035 1 49 51m... 2156.51 3 238.534 1 849.598 4 1203.786 16 0 1 0 1 50 - m.. K2022.921 _1 429 674 15 -304.642 7 -8 2.47 10 �j 218.726 A 0 T 0 1 51 FACE -A 1 m... 2733.229 1 333.921 1 901.5 1 1060.926 6 0 1 0 1 52 m... -1521.436 19 -154.391 117 -573.9 6 -1149.338 1 0 1 0 1 1 53 2 rn... 3136.128 1 -14.036 13 197.443 1 47.841 6 16550.453 1 -94.863 1 54 m... -1760.935 19 -37.494 7 -141.023 6 -50.688 12 -11026.565 6 -802.04 8 55 3 rn... 3158.379 1 197.829 4 138.56 141 47.841 6 24844.316 1 2328.549 25 56 19 -98.091 7 -119.194 7 -50.688 12 -169 9.519 6 1129.214 15 57 --m...-1774.818 4 m... 3501.711 1 89,555 2 326.452 6 136.545 11 27860.769 1 -245.844 3 58 --m...-1986.949 19 -137.546 R -468.001 1 -131.751 5 -18829.766 6 -3817.707 9 59 5 m... 3864.842 1 39.652 1 761.453 6 1477.542 1 0 11 0 1 60 m... -2263.533 19 -274.408 8 -1169.614. 1 -981.278 6 0 1 0 1 61 M7 I rn... 5764.626 11, 343.447 1 1241.479 1 813.251 1 0 1 0 1 62 a._.. -2278.001 14 22.556 19, -829.149 8 -741 M7 18 0 1 0 1 EF3 2 m.., 5453.668 11 136.199 11 596.133 1 155.864 2 33949.704 1 31.107 5 64 m... -2586.374 12 -104.79 5 -437.265 8 -149.217 17 -23586.226 8 -4169.781 111 65 3 m.. 6171.31 5 102.345 1 168.142 8, 72.977 18 35050.802 1 2462.353 25 66 -6065.973 L2 -208.737 5 �220.2_67 1 -126.046 1 -240 5.724 7 1341.581 15 67 4 m... 6194.044 5 41.748 1 241.932 57.457 17 23153.597 1 -241.8831 1 5 68 12 21.36 18 -346.267 1 -92.399 1 -15538.317 7 -975.131 11 69 __a._..-6105.347 5 m.. 6470.889 5 182.681 1 636.829 7 1017.958 18 0 1 0 1 m... -6380.082 12, -337.587 .6 -954.855 1 [7 -2172.52 1 0 1 0 1 M8 1 rn... 7267.916 1 299.522 913.282 16 948 8" 0 0 1 0 1 1F_rn._..�Z722.37Q__ -2506.443 18 -39.254 1 -952 35 52 8__ 4 0 -101� �3 11 1 0 1 _a... 2 m.. 7578.072 1 134.642 Z _52M_ 440183 16 138.265 0 25204.731 16 1367.922 1 Q__ -164.463 11 _47�.067 4, -132 A -4169.834 7 - RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [21 081WENBEACH - Antenna Mount.r3d] Page 6 Company APX Engineering Group, LLC Mar 20, 2018 Designer E.Dlaz 12:16 PM holpRil-SAJob Number 18-0163.16 Checked By: M. Phillips Y 9 C H NAA:4,G`I�i 5 Model Name JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member S... Axialllbl LC v ShearTliol LC z Shearflbl CTorauenb-inl LCv-v Moment b.. CzLzMoment .. L 75 1 13 Im.. 11968.893 1 96.958 7 172.034 41 68.912 41 26456.125 1612504.233 1 76 1 1 lm...-5838.249 A -249.998 1 -155.886 161 -73.05 101-27757.553 4 1306.982 19 77 4 11968.893 1 38.514 25 277.034 4 48.686 4 17703.077 16 -50.497 1 78 -!L.. -5838.249 8- 22.251 13 -260.88616 -51.382 10 -18326.98 4 -966.134 7 79 5 m.. 12337.501 1 143.226 1 4 1143,068 4 0 1 0 1 80 m... -6021.082 8 -438.968 1 -736.259 L6 -1161.827 LO 0 1 0 1 81 M9 1 m... 6776.394 17 330.46 9 687.107 1 1004.256 14 0 1 0 1 82 m... -6812.48 1 -133.496 3 -482.141 19 -1020.696 6 0 j- 0 1 83 2 m... 6525.038 171 -20.303 18 211.153 1 56.896 14 14770.734 1 -69.216 18 84 m... -6527.38 1 -42.038 1 -154.599 16 -61.865 5 -10513.602 61-1125.851 1 85 3 m.. 6625.038 17 208.415 9 211.153 1 72.478 14, 23639.686 11 2455.99 25 86 m.., -6527.38 1 -102.635 1 -154.599 6 -75.455 61-17008.004 6 1471.279 '13 87 4 m... 5220.725 3 107.579 17 321.147 19 161.652 5126557.586 1 544.282 17 88 1 m... -2702.284 4 -135.835 3 -482.175 1- -211.19 11-17459.999 6 -4167.572 3 89 5 m.. 5508.918 3 22.313 18 643.844 6 799:664 6 0 1 0 1 90 -2505.905 4 -342.101 1 -989.8 1 -1157.155 1 0 1 0 1 91 M10 _m.. 1 Im.., 6626.761 2 56.69 25 0 15 8.142 6 0 1 0 1 92 -7239.377 171 0 3 0 11 -41.307 1 0 1 0 1 93 --m.. 2 m.. 6619.817 21 28.345 25 0 15 8.142 6 1313.269 25 0 3 94 m.. -7244.585 17 0 3 0 111 -41.307 1 0 3 1 -1313.264 25 95 1 3 m.. 6612.874 2 0 1 0 1 8.142 6 1751.025 25 0 3 96 m.. -7251.327 9 0 1 _0 1 -41.307 1 0 3 -1751.018 25 97 4 m... 6605.93 2 0 3 0 15 8.142 61 1313.269 25 0 3 98 a._. -7258.27 -28.345 25 0 11 -41.307 1 0 3 -1311264 99 - 5 m... 6598.987 _Q 2 0 13 0 15 8.142 6 0 1 0 1 100 m.., -7265.213_ 9 -56.69 25 0 11 -41.307 1 0 - 1 0 1 101 Mll 1 m. - 5357.526 3 28.345 25 0 3 25.152 15 0 1 0 1 102 m. -2441.978 9 IB.222 15 0 4 L -22.445 3 0 1 0 1 103 2 m. - 5350.585 3 14.173 25 0 31 25.152 15 363.583 251 -233.731 19 104 m. -2448.919 9 9.111 15 0 14 -22.445 3 233.732 15 -363.582 25 105 1 3 m. - 5343.643 3 0 1 0 1 25.152 16 484.778 25 -311.642 19 106 gj. -2455.861 9 0 1 0 1 -22.445 3 311.643 15 -484.776 25 107 4 m. 5336.701 3 -9.111 13 0 3 25.152 15 363.583 25 -233.731 19 108 m.. -2462.803 9, -14.173 25 0 14 -22.445 3 233.732 15 -363.582 25 109 5 im.+ 5329.76 31 -18.222 1 0 3 26.152 15 0 1 0 1 110 91, - -2469.744 91 -28.345 25 0 14 -22.445 3 0 1 0 Ill M12 1 m... 1440.34 171 28.345 25 0 7 17.409 8 0 1 0 1 112 3 18.222 16 0 1191 -22.22 1 0 1 0 1 113 _E._..-6473.666 2 m... 1435.134 17 14.173 25 0 7 17.409 8 363.583 25 -233.731 16 114 m... -6480.608 3 9.111 16 0 19 -22.22 1 233.732 14 -363.582 25 115 3 m... 1429.928 17 0 1 0 1 17.409 8 484.778 25 -311.642 16 116 -6487.55 a 0 1 0 1 -22.22 1 311.643 14 -484.776 25 117 --m... m... 1424.722 17 -9.111 19 0 7 17.409 8 363.583 25 -233.731 16 118 -4 im.., -6494.491 3 -14.173 25 0 19 -22.22 1 233.732 14 -363.582 25 119 5 m... 1419.515 17 -18.222 19 0 7 17.409 8 0 11 0 1 120 m.. -6501.433 3 1 -28.345 25 0 19 -22.22 1 0 11 0 1 121 M13 1 m... 6217.993 61 56.69 25 218.407 101 7.122 10 0 0 1 122-�- --- m..-128-13.235-I.-.-.--O----.. 7- -218.407 4 -38.374 1 -1 0 0 1 123 1 2 m ... 6211.049 6 28.345 25 109.204 10 7.122 10 6185.189 4215.309 16 124 .... 12820.179 1 0 7 -109.204 4 -38.374 1 1 -3933.873 4 -6185.203 4 125 --m 3 m ... 6204.106 6 0 1 0 1 7.122 10 8246.918 10 5620.412 16 126 m.. -12827.122 1 0 1 0 1 -38.374 1 -5245.163 4 -8246.938 4 127 4 m... - 6197.163 6 0 7 109.204 4 7.122 10 6185.189 10. 4215.309 16 128 1 -28345 2 -109.204 16 -38.374 1 -3933.873 4 -6185.2031 4 129 1 . 5 jrn�.--12834.066 rn.j. Im 6190.219 218.407 4 7.122 10 0 1 0 1 130 lm-�-12841.009111 218.407 -38.374 1 0 11 0 - 1 1 131 M14 1 Im.l. 5345.696 119� 28,345 12� 1101 3 11 0 1 1 -0- RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]kJENBEACH - Antenna Mount.r3d] Page 7 Company APX Engineering Group, LLC Mar 20, 2018 Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips Model Name JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mprnhp.rS Ayinlnhl 1 r. � qh.�'rfhl 1 r. , Qh..,Ilhl I I r- , KA-M 10 132 m.. -2636.893 11 18.222 14 0 4 -24.515 7 0 1 0 1 133 2 m... 5340.48 191 14U 7 3 12 0 15 29.557 3 363.583 25 -233.731 14 134 -2643.834 1 1 4 0 4 -24.515 7 233.732 14 -363.582 25 135 3 m.. 5335.283 191 0 It 0 1 29.557 3 484.778 25 -311.642 14 136 m... -2660.776 11 0 1 0 1 -24.515 7 311.643 14 -484.776 25 137 4 m.. 5330.077 191 -9.111 19 0 15 29.557 3 363.583 25 -233.731 14 138 a._. _-Z657 71 a__ 1 -14.173 25 0 4 -24�515 7 233.732 14 -363.582 25 139 5 m.. 5324.871 19 -18.222 19 0 15, 29.557 3 0 1 0 1 140 m.+ -2664.659 1 -28.345 25 0 41 -24.515 7, 0 1 0 1 141 M15 1 m... 1499.735 1 28.345 25, 0 3 17.312 12 0 1 1 0 1 1 142 im... -6330.494 7 16.222 19 0 18 -10.627 5 0 0 1 1 143 2 Im.. 1492.793 1 14.173 25 0 3 17.312 12 363.583 -1 25 -233.731 1 19 144 m... -6337.436 7 9.111 19 0 18 -16.627 5 233.732 19 -363.582 25 145 3 m... 1485.851 1 0 1 0 1 17.312 12 484.778 25 -311.642 19 146 - -a., -6344.377 171 0 1 0 1 -16.627 5 311.643 19 -484.776 25 147 -4 1478.91 11 -9.111 15 0 3 17.312 12 363.583 25 -233.731 19 148 -6351.�19 T -14.173 26_ 0 18.-16.627 5 23 .7 19 -363.582 25 149 5 1471.968 1 -18.222 115 0 31 17.312 12, _23U _32- 0 1 0 1 150 --m...-6358.261 7 -28.345 25 0 181 -16.027 50 1 0 1 151 M16 1 m... 1287.66 5 28.345 25 0 71 13.053 4 0 1 0 1 152 im.., -6408.29 11 18.222 15 0 111 -12.48 17 0 1 0 1 153 2 m.. 1280.718 5 14.173 25 0 71 13.053 4 363.583 25 -233.731 15 154 m.., -641.5.24__ 11 .9,111 15 11 -12A8 17 233.732 15 �363.582 25 155 3 m.. 1273.777 5 0 1 0 T 13.053 4 484.778 25 -311.642 15 156 --m..,-6422.181 11 0 1 0 1 -12.48 17 311.643 15 -484.77R 9.5 157 4 m... 1266.835 5 -9.111 17 0 7 13.053 4 363.583 25 -233.731 15 158 - m... -6429.123 11, -14.173 25 0 11 -12.48 17. 233732 151 -363.582 26 159, 5 m.. 1259.893 51 -18.222 17 0 7 13.053 4 0 11 0 1 160 m... -6436.065 11 -28.345 25 0 11 -12.48 17 0 11 0 1 161 M17 1 m.. 5421.771 15 28.345 25 0 Ill 27.865 19 0 11 0 1 162 m... -2436.049 -a 18.222 16 0 17, -34.595 1 0 1 0 1 163 2 im.., 5416.565 15 14.173 25 0 11 27.865 19 363.583 25 -233.731 16 164 __ m... -2442.991 5- 9.111 16 0 7 -34.595 1 233.732 13 -363.582 25 165 3 m... 5411.359 15 0 1 0 1 27,865 19 484.778 25 -311.642 16 166 m... -2449.933 5 0 1 0 1 -34.595 1 311.643 13 -484.776 25 167 4 m... 5406.153 15 -9.111 19 0 11 27.865 191 363.583 25 -233.731 16 168. m... -2456.874 5, -14.173 125 0 7 -34.595 11 233.732 13 -363.582 169 5 m... 5400.946 15 -18.222 19 0 11 27.865 19 0 1 0 1 170 _ a._.. -2463.816 5 -28.345 25 0 7 -34:.595 1 0 1 0 1 171 M18 _1�m.. 6656.385 12 74.904 7, 165.854 13, 6.628 2 0 11 0 1 172 lm.., -7157.484 5 0 1 -165.854 7 -37.614 3 0 1 Q 1 173 2 m. - 6609.576 12 37.452 7 82.927 13 6.628 2 4076.811 13 3607.419 13 174 __jn, -7141.41 5 0 1 -82.927 7 -37.614 3 �23138.323 19 -5577.314 7 175 -3 m. . 6562.766 12 0 1 0 1 6.628 2 5435.748 13 4809.892 13 176. m. 7125,3�6 5 - 0 1 Q 1 -37.614 3 -3184.43 19 -7436.419 7 177 4 m. - 6515.956 12, 0 1 82.927 19 6.628 121 4076.811 13 3607.419 13 178 -71 09 262 -7109.262 5 -a7.452 7 -82.927 13 -37.614 31 -2388.323 19 -5577.314 7 179 5 m. . 14 0 165.854 19. 6.628 21 0 1 0 1 180 --m., -7093.188 5 -74.904 -1 7 -165.854 131 -37.614 3 0 Ill 0 1 181 M19 1 Im... 341.044 11 133.386 1 83.358 101 2.496 1 0 1 0 1 182 m.. 177.888 19 -83.329 7 -83.332 4] -.224 18 0 1 0 1 1 183 2 m... P6470.557 334.103 11 133.386 1 83.358 10 T 1132.67 1 965.438 9 184 __ m. 172.682 19 -a3.329 7 -83.332 4 -.224 18 -966.286 6 -1 IM969 1 185 3 m 303.161 1_1 27.776 7 27.777 4 2.496 1 755.113 1 643.625 9 186 M. 1 49 .476 14M -44462 1 -27.786 10 ;2.496 -.224 18 -644.191 6 -753.979 1 187 m. M' 96 1 9 296 271S ill � 7._7 6 7 27,777 4 2.496 A - - A 11 88 M. 144 2-� I 6g 1101 AA A�� 1 0 224 RISA-3D Version 14.0.1 [TA ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 8 Company Designer lNkRR*SAJob Number TECH N.0 L:U.GIES ModelName APX Engineering Group, LLG E.Diaz 18-0163.16 JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Mar 20, 2018 12:16 PM Checked By: M. Phillips Member S... Axiainbl LC v Shearflbl LC zShearflbl LCTorouellb-in]LCv-vMnmp.ntflh.LCz-zMnment..- LC 1891 15 IM4 289.278 111 27.776 71 2 7 7 7 7 27.777 4 4 4 2.496 11 0 - 1 0 1 ... 139.Q6319 -44.462 11 2 7 8 6 -27.786 7 0 10 -.224 181 0 1 0 1 _100 191 M20 -M I m ... 345.574 7 133.296 1 8 3 8 83.358 3 10 0 2.212 7 0 1 0 1 192 ni., - 15U12 L3 -83.372 7 3 3 3 7 -83.337 4 4 4 .031 5 0 1 0 1 193 - 2 m ... 338.632 7 133.296 1 8 3 3 83.358 5 1 0 10 1 2.212 7 1131.703 1 965.668 8 194 .. 145.405 13 -83.372 1 3 3 3 -53.337 8 7 4 4 .031 5 �966.98 6 -1136.398 1 195 --m 3 m ... 307.69 7 27.791 7 2 7 7 7 9 27.779 4 2.212 7 754.469 1 643.779 8 196 m ... 122.199 L3 -44.432 1 _2 7 7 8 6 -27.786 10 1 0 .031 5 -644.654 6 -753.599 1 197 4 m... 300.749 7 27.791 7 27.779 08 41 2.212 7 377.234 1 321.889 8 1981 Im.., 116.993 13, -44.432 1 -27.786 10 .031 5 -322.327 6 -376.799 1 199 5 m ... 293.807 71 27.791 7 27.779 4 2.212 7 0 1 0 1 200 m ... 111.787 13 -44.432 1 -27.786 10 .031 5 0 1 0 1 201 M21 I m ... 341.059 3 133.392 1 83.316 10 2.427 3 0 1 0 1 202 ... 156.573 L7 -83.34 7 -83.368 4 -.014 14 0 1 0 1 203 --m 2 m ... 334.117 3 133.392 1 83.316 10 2.427 3 1132.76 1 965.1389 8 204 m ... 151.367 17 -83.34 7 -83.368 4 -.014 14 -967.014 5-1130.972 1 205 3 m ... 303.175 3 27.78 7 27.789 4 2.427 31 755.174 1 1 643.593 1 8 206 ... 128.161 17 -44.464 1 -27.772 W -.014 14 -644.676 5 -753.982 1 2071 1 41m.., 296.234 3 27.78 7 27.789 41 2.427 3 377.587 1 321.796 8 208 ... 122.954 17, -44.464 1 -27.772 10 -.014 14 -322.338 -376.991 1 209 5 m .. 289.292 3 27.78 7 27.789 4 2.427 3 0 -a 1 0 1 210 m ... 117.748 17 -44.464 1 -27.772 10 -.014 14 0 1 0 1 211 M22 1 m ... 297.901 9 573.36 1 210.592 10 128.982 10 2915.547 3 2017.534 1 212 -155.289 3 -374.236 .7 -190.406 4 -190.848 1 �2852.876. 9 -2249.416 8 213 --m... 2 m... 292.694 9 573.36 11 210.592 10 128.982 10 2841.777 - l 3595.462 19 214 -160.495 3 -374.236 7 -190.406 4 -190�848 1 1 -1886.591 61-6582.862 1 215 __m... 3 m... 234.808 9 255.505 19 138.393 4 128.982 10 2876.619 115424.732 7 21 Im.., -218.581 _a -428.095___ 1. -121.301 'Q -190.848 1 -2392.944 5 �WA.533 1 217 4 m4 179.19 171 488.733 19 273.214 4 128.982 10 2923.529 T 1028.78 4 2 218 m. -287.188 3 -799.3211 1 -256.372 16 -190.848 1 -1829.959 18 -888.364 17 219 5 M. 0 1 .01 6 .005 6 0 1 0 1 0 1 220 m... 0 1 -.016 1 _. 1 1 0 1 0 1 0 1 221 M23 1 m. 0 1 .011 8 .011 1 0 1 0 1 0 1 222 0 1 -.018 11 -.005 8 0 1 0 1 0 1 223 --m. 2 m. 140.056 1 605.737 11 219.871 10 44.174 31 1263.092 6 1424.253 1 9 224 1 m... 31,747 19 -349.927 19 -167.3 4 -224.806 12 -3583.299 1 -1521.024 3 225 3 m. . 133.809 1 1 1 219.871 101 44.174 3 3232.238 17 7116.966 7 226 lm.+ 27.061 191 1605.737, -349.927 19 -167.3 4 -224.806 12 -3540.591 3 -11546.165 1 227 4 m... 14.161 1 513.823 7 296.751 4 44.174 3 2283.514 7 1134.328 17 228 -75.244 7 -771.339 1 -250.714 16 -224.806 12 -2084.448 1 -2134.328 1 229 --m... 5 m ... 0 1 .01 8 .009 1 0 1 0 1 0 1 230 0 1 -.017 1 -.007 a 0 j- 0 1 0 1 231 M24 1 m ... 0 1 .015 8 .012 1 0 1 0 1 1 0 1 232 0 1 -.022 1 -.009 8 0 1 0 1 0 1 233 --m... 1 2 m... 156.301 1 686.369 1 396.587 10 1725.357 4 2679.846 6 2264.814 9 234 m... 26.89 19 -458.259 7 1 -384.485 4 -1790.408 10 -3605.532 -2179.59 3 235 3 lm.+ 150.053 1 1 214.146 15 396.587 10 1317.368 3 6375.563 -1 9 9541.026 7 ,236 M.. __1 50.497- 61---706,629-- -1 -333.383 5 -1829.9575 -6400.866 3 -14967.288 1 237 4 m.. -11.638 141 417.25 19 386.304 4 1761.262 15 2159.112 6 2116.011 17 238 -156.744 6 -706.629 1- -376.012 16 -1829.957 5 -3223.629 1 -2294.765 3 239 __m... 5 m ... 0 1 .014 8 .012 1 0 1 0 1 0 1 240 M ... 0 1 -.02 1 -.008 8 0 1 0 I'll 0 1 1 241 M25 1 m.. 0 1 .012 7 .007 1 0 1 0 1 0 1 1242 1 m... 0 1 -.0 1 -.008 0 1 0 1 0 1 24�_� 2 m.. 298.021 6 598.597 it 1 ill 190.179 6 21 0 686 12 2269.989 7 1157.562 15 12441 1 lm.* -206.531 1 -363.167 171 -208.89 4 P7 1.554 17 -2268.845 1 -1014.659 4 12451 13 Im.-I 291773 6 598.597 I'll 190.179 1 6 il 1 0 M 12 3148.891 9 593.574 7 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 9 Company APX Engineering Group, LLC Mar 20, 2018 Designer E.Dlaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips T E C H IN A. L: Model Name JENBEACH -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member S... Axial[lbl C v Shearrlbl C z Shearlib] CTo uellb-inlLCv-vMomentflb.. Cz-zMoment... LC 2461 1 m4 -265.458 1 -363. 67 171 -2b8.89 4 -11.554 17 7 -3148.559 131-10658.591 1 2471 14 m.1 169.246 6 500.121 1191 255.569 4 210.686 2 12 1739.708 119 1416.298 7 248 lm..� -335.306 1 -773.754 -276.059 10 -11.554 7 17 -2330.121 1 -1184.928 1 249 5 MI. 0 1 .011 -L 7 .009 1 0 1 1 0 1 0 1 250 rn..�. 0 1 -.015 1 -.006 7 0 1 0 1 0 1 251 M26 1 1 m.. 0 1 0 19 .013 4 0 1 1 0 1 0 1 252 rn..� 0 1 -.001 25 -.015 11 0 1 0 1 0 1 253 2 rn..� 96.135 7. 310.227 1 369.5 10 111.275 15 2067.343 11 1630.301 1 254 m.. 22.308 151 -269.282 7 -368.618 4 -205.203 9 -1424.323 4 -2393.344 7 255 3 rn..� 89.888 71 310.227 1 369.5 10 111.275 15 8057.294 10 2455.601 19 256 m.. -20.268 151 -269.282 7 1 -368.618 4 -205.203 9 -8059.453 14 -395�.79 1 257 4 m4 -15.258 191 249.533 c 19 495.534 4 111.275 15 2107.006 11 2587.684 1 258 m.. -83.069 11 -507.362 1 -494.6 16 -205.203 9 -1932.187 4 -659.064 18 259 5 m.. 0 .001 g .013 4 0 1 0 1 0 1 260 m.. 0 1 0 c 19 -.013 - 10 0 1 0 1 0 1 261 M27 I m.. 0 1 0 7 .018 4 0 1 0 1 0 1 W2- T_.. 0 1 0 1 -.018 10 0 1 0 j- 0 1 263 - 2 m.. 141.243 8 666.051 1 420.747 161 3134.397 1 1 2316.847 16 3945.13 1 264 m.. 15.581 1 -431.054 19 -461.611 4 -1995.467 71 -2568.395 4 -2720.895 19 265 3 m.. 134.995 8 666.051 1 -17.274 19 1996.445 191 10877.341 110 5039.82 7 266 Im., -166.707 1 -431-.054 19 -401,011 A -3231.133 1 -10877.384 A -8049.929 1 267 4 m.. -23.698 18 388.494 7 412.373 4 1996.445 19 2613.631 10 3511.567 1 26 m..._-172.955._ 1 -642.305 1 -459095 LO -3231 153 1 2324 3 4 R_ A 2-56817 8 269 5 m.. 0 1 0 6 .017 4 0 1 0 1 0 1 270 m ... 0 1 0 1 -.017 10 0 1 0 1 0 1 271 M28 1 m .. 0 1 0 7. .015 3 0 1 0 1 0 1 272 m ... 0 1 0 1 -.013 10, 0 1 0 1 0 1 273 2 m ... 400.194 1 369.276. 1 372.752 10 188.835 9 1128.456 16 2630.974 1 274 -164.231 19, -228.326 19 -372.135 4 -62.623 5, -2077.767 3 -1609.351 19 275, --m... 3 m..I. 393.947 1 369.276 1 372.752 10 188.835 91 7835.448 10 2502.584 7 276 m... -206.807 19 -228.326 19 -372.135 4 -62.623 5 -7836.703 4 -4016.003 1 277 4 m... 273.579 1 285.232 7 491.943 4 188.835 9 1785.43 10 1478.23 1 278 m... -272.12 7 -449.334 1 491.159 16 -62.623 6- J-85 3 -1107.072 6 279 5 m... 0 1 0 18 .013 4 0 1 --209J 0 1 0 1 280 m... 0 1 0 25 -.013 10 0 1 0 11, 0 1 281 M29 I m... 0 1 .013 7 .007 171 0 1 0 1 0 1 282 m... 0 1 -.017 j- -.bi 1 1 0 1 0 0 1 283 2 m... 144.191 1 601.498 1 172.386 16 214.674 1 3245.086 -1 1 1506.477 7 284 m.., -13.973 19 -341.735 19 -219.288 4 -177.054 10 -1630.679 19 -875.873 15 285 3 m.. 137.943 1 601.498 1 172.386 16 214.674 1 3257.631 11 7590.425 7 286 m. -58.169 19 -341.735 L9 -219.288 4 -177.054 10 -3212.275 5 -11372.691 1 287 4 m.. 18.296 1 521.385 7 244.693 4 214.674 1 2227.907 1 1074.736 5 288 m.1 -121.252 IT -775.584 1 -2L9%q_&a 0 -177.054 10 -2479.078 7 -1884.604 1 289 5 m.-I 0 1 .011 7. _L .007 7 0 1 0 Ill 0 1 mj 0 1 -.016 1 -.008 1 0 1 0 1 0- 1 _Z9_0 291 M30 I m..[ 0 1 .015 6� .009 6 0 1 0 1 0 1 mj 0 1 -.Q23 1 -.013 1 0 11 0 1 0 1 _Z92 293, 2 m..[ 163.526 1 722.01 1 406.289 10 1713.308 17 3538.969 1 1987.943 5 rrl..� 12.619 17 -421.988 19 -372.099 -1759.7674 -2550.311 8 -2362.788 11 _2Z4_ 295 3 m.. 157.279 1 722.01 406.289 10 1780.607 3 6371.296 11 9578.016 7 296 rn.� -148.364 -a -367.367 -1 18 -340.258 3 -1835.565 9 -6365.26 -14989.901 1 297 4 m.. -27.169 111 451.924 7 399.097 4 1780.607 3 3306.334 _fj 1 2369.586 5 29-8 a._. . -154.611 9 -671.22 1 1 -368.797 16 -1835.565 9 -2299.691 181-2096.689 15 299 5 m ... 0 1 .014 6 .008 6 0 1 0 1 1, 300 m ... 0 1 0 1 9 b-45.437 1 -.011 1 0 1 0 ill �Q) 301 M31 I m ... 134.995 4 q7 1 233 191 m...--135.01 m_ 110 ( L -70.84 2 6 -372.8 -372 . 8 11 0 Ill -.006 1191 0 3 _W2 - _ RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 10 Company APX Engineering Group, ILLC Mar 20, 2018 111RI-SA Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips H Model Name JENBEACH -Antenna Mount Analysis Envelope Member Section Forces (Continued) Member S... Axiallihl LC v ShearrIbI LC z Shearlibl LCTnrnijP1Ih-in1I C.v-v Mnmpntrlh I r.,-, Mnmpnt 1 r. 3031 12 lm..� 134.995 4 -45.437 17 233 --Fl-gF -o111- -524.24 7 159.39 2 304 lm..� -135.01 LO -70.84 25 -372.8 1 0 11 -838796 _1 102.233 17 05 3 lm-.�. 134.995 4 -45.437 17 233 19 19 0 11 1048.495 7 318.78 25 306 m. - -135.01 10 -7b.84 25 8 -372.8 1 0 1 -1677.597 204.466 17 307 4 M.- 134.995 4 -45.437 17 233 119 19 0 1 1572.742 -1 7 478.17 25 308 -135.01 10 -70.84 25 8 -372.8 1 0 1 -2516,397 1 306.699 17 309 --m. 5 134.995 4 -45.437 17 233 19 0 1 2096.991 19 637.56 25 310 -135.01 10 -70.84 25, -372, .8 1 0 1 -3355.198 1 408.932 17 311 M32 1 372.803 1 1 -45.408 191 134.955 4 -408.933 17 2097.002 19, 0 25 312 -233.032 7 -70.84 25 -135.013 101-637.561 25 -3355.216 1 b 2 313 21m... 372,803 1 -45.408 19 134.955 4 -408.933 17. 2097.504 7 53.13 25 314 M.A. -233.032 7 -70.84 25 -135.013 10 -637.561 25 -3358.723 1 34.b56 19 315 3 m... 372.803 1 75.599 25 134.955 4 680.4 25 2098.009 7 113.4 25 316 MJ -233.032 7 -60.72 10 -135.013 10 43 .658 17 �3362.229._ 1 72.722 19 317 4 m... 7 75.599 25 108 16 680.4 25 3006.437 1 56.7 25 318 M, -334412 1 48.481 19 -108 4 436.658 17 -12880.57 7 36.361 19 319 5 209.106 7 75.599 125 108 16 680.4 25 3009.577 1 0 25 320 -334.412 1 48.481 19 -108 4 436.658 17 -1881.023 7, 0 17 321 M33 1 F209.106 107.986 4 -48.518 17 209 IT 0 1 .015 19 0 7 322 M. -108.002 10 -75.6 2Ei -334.4 1 0 1 1 -.006 1 0 4 323 2 m... 107.986 4 -48.518 17 209 7 0 1 470.264 7 170.1 25 324 M.. -108.002 10 -75.6 25 -334.4 1 0 1 -752.405 1 109.164 17 325 3,m..- 107.986 4 -48.518 17 209 7 0 1 940.515 7 340.2 25 326 M.-I -108.002 10 -75.6 L5 -334.4 1 0 1 -15o4.804 1 218.329 17 327 4 107.986 4 -48.518 17 209 7 0 1 1410.766 7 510.3 25 328 -108.002 10, -75.6 25, -334.4 1 0 1 -2257.204 1 327.493 329 5 107.986 41 -48.518 17� 209 7 0 1 1881.016 7 680.4 25 17 _M0 m..� -108.002 101 -75�6 251 -334.4 1 0 1 -3009.603 1 436.658 1 17 331 M37 I m. - 187.051 1 -45.473 '19 208.655 31 0 25, .018 3 0 9 5 332 -159.497 A -70.84 25 -208.615 17j 0 131 -.007 L9 0 8 333 __m... 2 M.- 187.051 1 -45.473 19 208.655 31 0 251 469.491 3 159.39 25 334 - -159.497 A -70,84 L5 -208.615 171 0 13 -469.383 117 102.314 19 335 --m. 3 m ... 187.051 1 -45.473 19 208.655 31 0 25 938.964 3 318.78 25 336 -159.497 A -70.84 25 -208.615 171 0 13 -938.767 17 204.627 19 337 4 m ... 187.051 1 -45.473 19 208,655 3 0 25 1408.437 13 478.17 25 338 1 M-.. -159.497 A -70.84 25 -208.615 17 0 13 -1408.15 17 306.941 19 339 1 5 im.-F 187.051 1 1 -45.473 19 208,655 3 0 25 1877.91 3 637.56 25 340 M. -159.497 6 -7Q.84 25 -208.615 17 0 L3 -1877533 L7 409254 19 341 M38 1 208.482 9 -45.499 17 188.168 1 -409.255 19 1878 3 0 12 342 -2b8.323 3 -70.839 25 -160.071 5 -637.56 25, -1877.516 17 -.001 10 343 2 M-1 208.482 9 -45.499 17 188.168 1 -409.255 19 1846.824 3 53.131 25 344 MJ -2b8.323 3- -70.839 L5 -160.071 5 -637.56 25 -1846.138 9, 34,125 17 345 3 m.. 208.482 9 75.6 25, 188.168 1 1 680.399 25 1815.649 3 113.398 25 346 MJ -208323 -60.723 -160.071 51 436.916 19 -1814.761 9 72.845 17 347 4 rrl..� 183.8 -a 1 75.6 .6 25 137.932 51 680.399 25 1711.256 10 56.699 25 348 ol..� -183.757 17, 48.564 E -150.567 1 436.916 19 -1703.641 4 36.422 17 349 5 rn..� 183.8 31 75.6 25 137,932 5 680.399 25 1654.798 17 .001 8 .350- -1 M.4--183.757- 171 48.564 17 -150.567 1 436.916 19 -1655.22 3 0 16 351 M39 1 m4 149.676 11 -48.546 19 183.914 3 0 11 .015 19 0 9 352 m.,. -137.268 5 -75.6 25 -183.868 17 0 10 -.006 13 0 5 353 m.. 149.676 1 -48.546 19 181914 3 0 11 413.816 31 170.1 25 354 -2 -137.268 5 -75.6 25, -183.868 17 0 10 -413.705 1 7 109.229 19 355 --m... 3 m... 149.676 1 -48.546 19 183.914 3 0 i-I 827.622 3 340.2 25 356 m... -137.268 5 -75.6 25 -183.868 17, 0 TO 2 7 4 817 0 218.458 19 357 4 m... 149.676 1 -48.546 Ig 11%.914 3 0 11 1 24 427 3 510.3 25 358 --m... -137.268 5 -75.6 25 _ 8 868 83.868 17 0 10 g8 _1 1 11 24 2 g 1 7 327.687 19 359 5 m... 149.676 1 -48.546 19 _T83 91-4 3 0 11 1 655233 3 4 -ja80 ___25 RISA-3D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH - Antenna Mount.r3d] Page 11 Company APX Enginewing Group, ILC Mar 20, 2018 Designer E.Diaz 12:16 PM Job Number 18-0163.16 Checked By: M. Phillips T 9 C Model Name JENBEACH -Anterma Mount Analysis Envelone Member Section Forces (Continued) KA-k- Q A�i�irihi 10 , ek-riki I � , OkrIkl i I r� � RA-M I 360 m... -137.268 5 -75.6 25 -183.868 171 0 10 -1654.816 17 436.916 19 361 M43 I m... 159.502 81 -45.429 13 208.398 11 0 1 .003 2 0 8 362 m... -187.064 1 -70.84 25 -208.31 5 0 -.015 11 0 19 363 2 m ... 159.502 8 -45.429 13 208.398 11 0 1 11 159.39 25 364 -187.064 1 -70.84 25 -208.31 0 11 F468.881 -468.698 5 102.217 13 365 3 rn ... 159.502 8 -45.429 13 208.398 _5 11 0 1 937.778 11 318.78 25 -187.064 1 5 -208.31 5 0 11 -937.396 5 2o4.433 13 _36Q___m... 367 4 m... 159.502 8 -45.429 13 208.398 11 0 1 1 1406.674 1 0 11. 478.17 25 368 1 1 lm.+ -187.064 1 -70.84 25 -208.31 5 0 11 _1 0 09 -1406.094 5 306.649 13 369 5 rn..� 159.502 8 -45.429 13 208.398 1111 0 1 1875.57 11 637.56 25 7 m4 -187.064 1 1 -70.84 26 -208.31 151 0 " -1874.791 5. 408.866 13 371 M44 1 m..[ 208.484 51 -45.421 15 159.696 8 -408.866 13 1875.544 15 0 6 7 - ... �2_Q$,522_ Ll -70.839 25 -187.323 1 -637.561 25 .-1874.794 5 0 19, 373 2 m... 208.484 5 -45.421 15 159.696 8 -408.866 13 1907.754 15 53.128 25 374 m... -208.522 11 -70.839 25 -187:323 1 A637.561 25 -1907.286 5 34.065 15 375 3 m... 208.484 5 75.599 25 159.696 8 680.4 25 1992.085 10 113.402 25 376 -20&522 11 -60.723 a -187.323 1 436.605 13 -1989.588 4 1 72.743 1 15 377 _m... 4 m... 183.672 15 75.599 125 149.895 1 680.4 25, 1618.606 5 56.701 25 378 m... -183.735 5 48.495 151 -137.438 17 436.605 13 -1619.68615 36.371 15 379 5 m..I. 183.672 15 75.599 25 149.895 111 680.4 25 1651.994 5 0 8 380 m... -183.735 5, 48.495 15 -137.438 171 436.605 13 -1652.819 11 -.001 18 381 M45 1 m... 137.27 17 -48.512 13 183.637 151 0 1 .003 15 0 13 382 m... -149.635 1 -75.6 L5 -183.555 5 0 4 -.006 3 0 7 383 2 m... 137.27 17 -48.512 13 183.637 15 0 1 413.186 15 170.1 25 384 [4 m... -149,635 1 -75.6 25 -183.555 5 0 4 -412.999 5 109.151 13 385 3 m... 137.27 17 -48.512 .13 183.637 15 0 1 826.369 15 340.2 25 386, m... -149.635 .9;; 25 12' -183.555 5 0 4 825998 5 218 ' 302 13 3871 M. - 137.27 T7 1 7 _�� 2 13 183.637 15 0 1 �239�552 T5 510.301 25 3881 im..r -149.6351 -75.6 125 -183.555 5 4 - 238.998 5 327.454 13 3891 5 lm..� 137.27 17, -48.512 113 183.637 15 1 1652.735 15 680.401 25 390 � m..I. -149.635 11 -75.6 125 -183.555 151 4 -1651�997 5 436.605 114 Envelope Joint Reactions ,,;_+ v rw I v nki 1 7 rjkj i � RAv nk_;�i i � RAv nh_;�i 1 r RA7 nk-w i r 1 N1 nay 4638.69 6543.206 6 2465.748 11 0 1 0 1 0 1 2 Min -9785.641 �5937 Wq__ 1 -227.561 3 0 1 0 1 0 1 3 - N3 may 2875.411 5 6110.736 10 4267.376 12 0 1 0 1 0 1 4 min -27QO.563 14 -3307.099 4 -4529.292 5 0 1 0 0 5 - N2 nay 4181.524 7 8726.969 1 4782.77 9 0 1 0 -L 1 0 _L 1 6 Min -2243.665 2 -4087.805 18- -4507.112 2 0 1 0 1 0 3] 7 - Totals: nay 8463.271 19 4907.472 25 7609.706 16 8 min -13541.462 1 3154.803 .13 -7609.707 4 RISA-31D Version 14.0.1 [T:\ ... \ ... \ ... \ ... \5C installation [2108]\JENBEACH -Antenna Mount.r3d] Page 12 Face Member Connections In Accordance With AISC LRFD 14th Edition AT& APX Engineering Group, LLC JENBEACH (FA# 10016793),18-0163.1 3400 Lakeside Drive. #525. Miramar. FIL 33027 E.Diaz. March 201 Member Parameters: 2L3.5X2.5X3/8 (LLBB) Material = ASTM A36 (Member Steel Material Grade) Fy I Fu = 36 1 58 ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag = 4.24 in 2 (Member Gross Area, AISC Chapter 1) t = 0.75 in (Thickness of Member at Connection) b = 3.5 in (Width of Connected Member Part) cl, Bolt 0 FO 757 in (Nominal Bolt Diameter) Hole 0 0.8125 in (Soft Hole Diameter per AISC Table J3.3, Standard) N 1 Bolts (NumberofBolts, ASTMA325N) ShearE (Bolt Shear Condition, Single = 1, Double = 2) 1,— 15 in (Distance From Center of Bolt Hole to End of Member) 9 2 in (Gage Distance) P, � rl 274 kips Bolt Shear Vu = 12.4 kips �vrn = 17.9 kips (Factored Member Axial Tension Force, per RISA-3D) (MAX Bolt Shear, Single Sheared) (Available Bolt Shear Strength, AISC Table 7-1) Yielding in the Gross Section OtP, = �tFyikg = 137 kips (AISCEq.D2-1) Rupture on Net Effective Area be = 1.09 in 2 (Effective Edge Distance, AISC Fig. C-D5. 1) �tP, = �tFj2tbe) = 71.4 kips (AISC Eq. D5-1) Shear Rupture on Effective Area a = 1.09 in 2 (Minimum End Distance, AISC D5. 1) Ag = 2.20 in 2 (Area on Shear Failure Path, AISC DS. 1) �tp, = �0.6F,Af = 57.5 kips (AISC Eq. D5-2) Bearing Strength Ic = 1.09 in (ClearDistance, AISC J3.10) �Rn = �(1.5/ctl=.):S �(3.0dtl=j: 53.5 kips 5 73.4 kips Thus, �Rn = 53.5 kips (AISC Eq. J3-6b) b I v. 15 �,,r. OK 69.3% Stressed P- :5 �?n OK 9% Stressed P. wn OK 17.4% Stressed P� s w. OK 21.6% Stressed P. :5 OR� OK 23.2% Stressed a Paiw-1 -0— 1 4 GOVERNS Brace Member uonnections ta In Accordance With AISC LRFD 14th Edition AT&T APX Engineering Group, LLC JENBEACH (FA# 10016793),18-016 16 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz, March 2018 �tt.WG CK Page I of 1 mber Parameters: L3.5X3.5X1/4 Material = ASTM A36 (Member Steel Material Grade) Fy I 17� = 36 1 58 ksi (Member Yield and Tensile Strength, AISC Table 24) Ag = 1.7 in 2 (Member Gross Area, AISC Chapter 1) t = 0.25 in (Thickness of Member at Connection) 0— P b = 3.5 in b (Width of Connected Member Part) d, Bolt 0 = [��E] in (Nominal Bolt Diameter) Hole 0 = 0.8125 in (Bolt Hole Diameter per AISC Table J3.3, Standard) le N = 1 Bolts (Numberof Bolts, ASTMA325N) Shea'E' (( Bolt Shear Condition, Single = 1, Double = 2) le:= 1.5 in Distance From Center of Bolt Hole to End of Member) g = 2 in (Gage Distance) P ---Ikips (Factored Member Axial Tension Force, per RISA-3D) . =..M.9 Bolt Shear V� = 12.9 kips (MAX Bolt Shear, Single Sheared) O,r,= 17.9 kips (Available Bolt Shear Strength, AISC Table 7-1) v. �5 O.r. OK 72. 1% Stressed Yielding in the Gross Section OtP, = OtFyAg = 55 kips (AISCEq.D2-1) Rupture on Net Effective Area be = 1.09 in 2 (Effective Edge Distance, AISC Fig. C-D5. 1) OtP, = OtF.(2tb.) = 23.8 kips (AISC Eq. D5-1) Shear Rupture on Effective Area a = 1.09 in2 (Minimum End Distance, AISC D5. 1) A,f = 0.73 in2 (Area on Shear Failure Path, AISC D5. 1) OtPn = O0.6F,Af = 19.2 kips (AISC Eq. D5-2) 1 Bearing Strength 1, = 1.09 in (ClearDistance, AISC J3.10) OR, = O(1.5/ctF.)5 O(3.OdtF,): 17.8 kips :5 24.5 kips Thus, OR, = 17.8 kips (AISC Eq J3-6b) P. :5 Otp� OK 23.4% Stressed Pu 5 OtPn OK 54.2% Stressed P- :' +tPn OK 67.3% Stressed P, :5 OR, OK 72.3% Stressed AGOVERNS Anchorage Capacity Calculations' n Accordance With AISC LRFD 14th Edition AT& WX Engineering Group, ILLC JENBEACH (FA# 10016793), 18-0163.1 3400 Lakeside Drive, #525, Miramar, FL 33027 E.Diaz. March 201 ru-Bolts at Penthouse Roof Deck ASTM A36,1/2" 0 Tu =F-E 94=9 lbs (MAX Tension Reaction per RISA-3D, Factored) N = j 41 (Numbers of Bolts in Tension) Tm.. = T. I N (MAX Tension per Solt) = 1,485 lbsperBolt Vu =FT6�8790 lbs (MAX Shear Reaction per RISA-3D, Factored) n =L41 (Numbers of Bolt, in Shear) Vm.. = V. / n (MAX Shear per Bolt) = 2,725 lbs per Bolt �T, = 6,406 Ibs (Bolt Design Tensile Strength, AISC Eq� 13-1) �Vn = 3,844 Ibs (Bolt Design Shear Strength, AISC Eq. J3-1) f, = 13,877 psi (Bolt Required Shear Stress, AISC J3.7) Fnt = 1.3F,,t - (F,,tIt[tF.v)f,,, :5 Fnt= 43,500psi (Modified Nominal Tensile Stress, AtSC Eq. J3-3a) = 25,712 psi �R, = 3,786 lbs (Bolt Available Tensile Strength, AISC Eq. J3-2) Tm. :� �Rn OK 23.2% Stressed in Tension, 70.9% Stressed in Shear, 39.2% Stressed Combined Page 1 of 1 olts -yP.) xisting oof Deck 'Genenc Sketch