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HomeMy WebLinkAboutJENBEACH - Antenna mount analysis (04-13-20) [3C] APX Engineering Group, LLC www.apxengineering.com 3400 Lakeside Drive, Suite 525 Florida COA #31948 Miramar, FL 33027 (954) 907-1357 April 13, 2020 Dennis Demarco MasTec Network Solutions, LLC 6100 Broken Sound Parkway, Suite 6 Boca Raton, FL 33487 Subject: Structural Analysis - Antenna Mount (3C) Carrier Designation: AT&T: JENBEACH [FA# 10016793] APX Project: 17-0107.89 Site Information: 10680 South Ocean Drive Jensen Beach, Saint Lucie County, FL 34957 Latitude 27.271500° N, Longitude 80.204306° W Existing Tripod Antenna Mount Dear Mr. Demarco: APX Engineering Group, LLC (APX) is pleased to submit this Structural Analysis to determine whether the subject existing antenna mount is able to support certain proposed loads. It is our understanding that AT&T, who has retained the services of MasTec Network Solutions, LLC (MNS), desires to install new telecommunication equipment on the subject mount. This analysis was based on the supporting information listed in Table 2. Our services were performed in accordance with the terms and conditions of the master service agreement between APX and MNS. This report summarizes the results of our findings. The purpose of this analysis is to determine the suitability of the aforementioned structure to support the loading indicated in the attached calculations. This analysis has been performed in accordance with the Florida Building Code based upon an ultimate 3-second gust wind speed of 164 mph using RISA-3D structural software. Based on our analysis, subject to the assumptions and recommendations noted, it is our opinion that the existing antenna mount will support the proposed loading. This report has been prepared for the purpose of providing a structural evaluation of the subject structures 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 Michael A. Phillips, P.E. Chief Engineer Florida License #68312 Members: Pass at 80.0%, Connections: Pass at 49.8% AT&T: JENBEACH [FA# 10016793] Structural Analysis Report APX Engineering Group, LLC 2 Table 1: Analysis Criteria Criterion Description Building Code Florida Building Code, 6th Edition (2017) Standard - Loads TIA-222-G, Structural Standard for Antenna Supporting Structures and Antennas (FBC 1609.1.1, Ex #5) Risk Category II Ultimate Wind Speed 164 mph, 3-Second Gust (FBC Figure 1609.3(1)) Nominal Wind Speed 127 mph, 3-Second Gust (FBC 1609.3.1 for use with TIA-222-G) Exposure Category D Structure Class II (I = 1.0) Radial Ice Thickness Zero Inches Topo. Category 1 Crest Height Zero Feet Analysis Type Rigorous (TIA 15.5.4) Table 2: Supporting Information Date Description By September 15, 2017 Antenna Mount Mapping APX June 20, 2017 Radio Frequency Data Sheet (RFDS) AT&T 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 equipment/appurtenances is assumed to be as specified in this report. 4. Emergency/essential communication equipment will not be supported by this assembly. 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 proper equipment. 2. Replace any rusted/corroded hardware with new galvanized hardware. De s i g n P a r a m e t e r s Page 1 o f 1 W i n d S p e e d , V as d = mp h (F B C 1 6 0 9 . 3 . 1 , T I A 2 . 6 . 1 a n d A n n e x B ) I = (T I A T a b l e 2 - 3 ) K z, m i n = (T I A T a b l e 2 - 4 ) Ex p o s u r e = (T I A 2 . 6 . 5 ) G h = (T I A 2 . 6 . 9 ) K e = (T I A T a b l e 2 - 4 ) f =(TIA Table 2-5) St r u c t u r e C l a s s = (T I A T a b l e 2 - 1 ) Z g = (T I A T a b l e 2 - 4 ) K t = (T I A T a b l e 2 - 5 ) e =(Nat. Log Base) To p o C a t e g o r y (T I A 2 . 6 . 6 . 2 )  = (T I A T a b l e 2 - 4 ) K h = (T I A 2 . 6 . 6 . 4 ) K a =(TIA 2.6.9.2) H = f t (C r e s t H e i g h t A b o v e S u r r o u n d i n g T e r r a i n ) St r u c t u r e T y p e = C a = (F o r c e C o e f f i c i e n t , T I A T a b l e 2 - 8 ) Skew 1, θ 1 =(TIA Figure 2-4) h = ft (H e i g h t o f S t r u c t u r e ) q z = 0. 0 0 2 5 6 K z K zt K d V 2 I (V e l o c i t y P r e s s u r e , T I A 2 . 6 . 9 . 6 ) Skew 2, θ 2 =(TIA Figure 2-4) F = q z G h (E P A ) A (T I A 2 . 6 . 9 . 2 ) Wi n d L o a d Skew of θ 2 F Front F Side F Front F Side 000.0 #N / A - - #N/A130 9 0 . 9 -#N/A -####0.0#### # # # # #### # # # # # # # # 1. 0 3 1. 1 N/ A N/ A N/A 2.72 1. 0 Mo u n t 14 3 1. 0 0 D II See Below Se e Be l o w 0°0° 1 N/ A Tr i p o d -- - - - 0 0. 2 9 0 . 0 6 1 . 0 3 1 . 0 0 . 9 5 4 0 . 4 0 0 0 0 . 5 9 Ro o f t o p Skew of θ 1 1. 0 3 1 . 0 0 . 9 5 F Si d e (l b s ) K a - 1. 0 - 1 8 1 8 1 8 1 8 - - 1. 0 3 1 . 0 0 . 9 5 4 0 . 4 #N / A 40 . 4 1 . 0 - 1. 0 3 #D I V / 0 ! #### De f i n i t i o n s : P a n e l = P a n e l o r D i r e c t i o n a l A n t e n n a , O m n i = O m n i - D i r e c t i o n a l A n t e n n a , D i s h = M i c r o w a v e D i s h A n t e n n a , R a d i o = R e m o te R a d i o U n i t ( R R U ) , T M A = T o w e r M o u n t e d A m p l i f i e r -- - 0000.0 NO T U S E D # N / A 0 Ty p e z (f t ) A (f t 2 ) C A C S C M K z K zt K d -- NO T U S E D - 0.0 NOT U S E D - 0 0 0 0 N / A / ## # # # # # # #D I V / 0 ! # D I V / 0 ! #### # # # # N/ A / 1 . 0 1 . 0 3 1 . 0 0 . 9 5 ## # # #D I V / 0 ! # D I V / 0 ! 00 0 0 0. 9 5 4 0 . 4 # # # # 1.0 1 . 0 3 1 . 0 0.0 ## # # # # # # #D I V / 0 ! # D I V / 0 ! #### # # # # 40 . 4 NOT U S E D - 0 0 0 0 #### # # # # N/ A / 1 . 0 1 . 0 3 1 . 0 0 . 9 5 4 0 . 4 NO T U S E D - #### # # # # 0.0 ## # # # # # # #D I V / 0 ! # D I V / 0 ! #### # # # # N/ A 1 . 0 1 . 0 3 1 . 0 0 . 9 5 4 0 . 4 NOT U S E D - 0 0 0 0 #### # # # # # # # # 0.0 1. 0 0 . 9 5 4 0 . 4 # # # # # # # # #D I V / 0 ! Ra y c a p D C 6 - 4 8 - 6 0 - 1 8 - S S O V P 1 4 0 2 0 . 9 2 0 . 9 2 N / A 1 . 0 NOT U S E D - 0 0 0 0 N / A 1 . 0 17.4 19.0 1. 0 0 . 9 5 5 9 . 6 0 . 7 0 0 . 7 0 33 1. 5 2 1 . 0 0 . 9 5 5 9 . 6 7 6 7 6 . 5 20.0 0. 7 0 0 . 7 0 76 7 6 76 7 6 RF S A T M 1 9 8 0 1 7 1 2 - 0 T M A 1 4 0 0 . 8 3 0 . 9 6 0 . 5 N / A 1 . 0 1 . 5 2 60.0 42 N/ A 1 . 0 1 . 5 2 94 42 9 4 4 2 9 3 . 9 1. 5 2 1 . 0 0 . 9 5 5 9 . 6 0 . 7 0 0 . 7 0 88 45 8 8 4 5 8 7 . 7 54.0 1. 0 0. 6 7 1 . 4 8 N / A 1 . 0 58 9 5 58 9 5 5 8 1. 5 2 1 . 0 0 . 9 5 5 9 . 6 0 . 7 3 0 . 7 0 42.1 28 0 1 8 7 Er i c s s o n R R U S - 3 2 ( S i d e ) R a d i o 1 4 0 2 . 2 7 0 . 5 8 1 . 0 1 N / A 1 . 0 0. 8 7 2 8 0 1 8 7 2 8 0 1. 0 1 . 5 2 1 . 0 0 . 9 5 5 9 . 6 0 . 7 8 50.6 95.4Wt. (lbs) KM W E T - X - U W - 6 8 - 1 4 - 6 5 - 1 8 - i R - A T P a n e l 1 4 0 6 1 0 . 5 3 K z K zt K d q z (p s f ) C a Fr o n t D (f t ) Ro u n d ? K a 27 8 1 6 9 4 3 . 9 1. 5 2 1 . 0 0 . 9 5 5 9 . 6 0 . 7 8 0 . 9 0 Ap p u r t e n a n c e Ty p e z (f t ) H (f t ) W (f t ) NO T U S E D - 0 0 . 0 0 0 An d r e w S B N H H - 1 D 8 5 B P a n e l 1 4 0 6 . 0 8 0 . 9 9 Er i c s s o n R R U S - 1 1 ( S i d e ) R a d i o 1 4 0 1 . 4 2 0 . 7 7 0 Er i c s s o n R R U S - 1 2 ( S i d e ) R a d i o 1 4 0 Wi n d L o a d - A p p u r t e n a n c e In A c c o r d a n c e W i t h T h e T I A - 2 2 2 - G S t a n d a r d A T&T JE N B E A C H [ F A # 1 0 0 1 6 7 9 3 ] , 1 7 - 0 1 0 7 . 8 9 M. P h i l l i p s , S e p t e m b e r 2 0 1 7 AP X E n g i n e e r i n g G r o u p , L L C 34 0 0 L a k e s i d e D r i v e , # 5 2 5 , M i r a m a r , F L 3 3 0 2 7 12 7 70 0 11 . 5 0. 5 9 0 . 2 9 0 . 0 6 1 . 0 3 1 . 0 0 . 9 5 4 0 . 4 - - C a Si d e F Fr o n t (l b s ) F Si d e (l b s ) 0. 5 9 N / A N/ A 1 . 0 1. 4 8 278 1 6 9 2 7 8 1 6 9 Di s h Mo u n t Ty p e z (f t ) (E P A ) N (f t 2 ) (E P A ) T (f t 2 ) (E P A ) A (f t 2 ) -- 4 5 #N / A # N / A # N / A K z K zt K d q z (p s f ) F Fr o n t (l b s ) 187 1. 5 2 --F Front (plf)F Side (plf)- D (f t ) q z (p s f ) - F AM (lbs)F SM (lbs)M M (lb-ft)Wt. (lbs) -- 0. 9 5 5 9 . 6 0 . 7 0 0 . 7 0 45 17 33 1 7 3 3 APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis 3D RENDERED VIEW SK - 1 Sept 20, 2017 at 11:58 AM JENBEACH - Antenna Mount.r3d Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis JOINT NUMBERS SK - 2 Sept 20, 2017 at 11:58 AM JENBEACH - Antenna Mount.r3d N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 N34 N35 N36 N37 N38 N39 N40 N41 N42 N44 N45 N46 N47 N48 N49 N50 N51 N53 N54 N55 N56 N57 N58 N59 N60 N59A N60A N61 N62 N63 N64 N65 N66 N67 N68 N69 N70 N72 N73 N74 N76 N77 N78 N81 N84 N85 N88 N89 N92 N95 N96 N99 N100 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis MEMBER NUMBERS SK - 3 Sept 20, 2017 at 11:58 AM JENBEACH - Antenna Mount.r3d M2 M2 M2 M2 3 M18 M1 M 7 M 9 M 7 M2 4 M2 3 M2 M 7 M2 2 M2 4 M1 M1 9 M 4 1M16M2 3 M 4 4 M 4 1M44 M 7 F A C E _C M2 5 M2 2 M2 M2 4 F A C E _A M1 M2 3 F A C E _C M 7 M1 9 M 9 M8 M2 6 M2 5 M17 M2 2 M2 4 F A C E _C M 4 7 M 1 1M47 M 1 0 M1 M2 6 M8 F A C E _C M2 5 M2 7 F A C E _C M2 6 M2 5 F A C E _A M13 M1 FACE_B M2 1M2 7 M 1 5 M2 6 M8 M32 M32 M 9 FACE_B M2 1M2 7 M2 0 M3 0 M2 7 M3 M2 0 FACE_B M3 0 M8 M 3 8 F A C E _A M 9M38 M 1 2 M3 M3 0 M2 9 M2 8 M 1 4 M3 0 M 9 M8 M2 9 M3 FACE_B M2 8 F A C E _A M35 M35 M2 9 M2 8 M3 M2 9 F A C E _A M2 8 FACE_B M3 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis MEMBER SIZES SK - 4 Sept 20, 2017 at 11:59 AM JENBEACH - Antenna Mount.r3d PI P E _ 5 . 0 PI P E _ 5 . 0 PI P E _ 5 . 0 PI P E _ 2 . 0 L3.5x3.5x4 PI P E _ 5 . 0 L L 3 .5 x 2 .5 x 6 x 6 L L 3 .5 x 2 .5 x 6 x 6 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 5 . 0 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 5 . 0 L3 . 5 x 3 . 5 x 4 L 3 .5 x 3 .5 x 4 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 5 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 5 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 L L 3 .5 x 2 .5 x 6 x 6 L3 . 5 x 3 . 5 x 4 L L 3 .5 x 2 .5 x 6 x 6 LL3.5x2.5x6x6 PI P E _ 2 . 0 PI P E _ 2 . 0 L3.5x3.5x4 PI P E _ 2 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 L 3 .5 x 3 .5 x 4 L 3 .5 x 3 .5 x 4 PI P E _ 5 . 0 PI P E _ 2 . 0 LL3.5x2.5x6x6 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 L3.5x3.5x4 PI P E _ 5 . 0 LL3.5x2.5x6x6 L3 . 5 x 3 . 5 x 4 PI P E _ 2 . 0 L 3 . 5 x 3 . 5 x 4 PI P E _ 2 . 0 LL3.5x2.5x6x6 L L 3 .5 x 2 .5 x 6 x 6 LL3.5x2.5x6x6 L3 . 5 x 3 . 5 x 4 PI P E _ 2 . 0 L3 . 5 x 3 . 5 x 4 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 5 . 0 L3 . 5 x 3 . 5 x 4 LL3.5x2.5x6x6 PI P E _ 2 . 0 LL3.5x2.5x6x6 L L 3 .5 x 2 .5 x 6 x 6 L L 3 .5 x 2 .5 x 6 x 6 L 3 .5 x 3 .5 x 4 PI P E _ 5 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 2 . 0 L 3 .5 x 3 .5 x 4 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 LL3.5x2.5x6x6 PI P E _ 2 . 0 PI P E _ 5 . 0 LL3.5x2.5x6x6 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 PI P E _ 2 . 0 PI P E _ 5 . 0 PI P E _ 2 . 0 L L 3 .5 x 2 .5 x 6 x 6 PI P E _ 2 . 0 LL3.5x2.5x6x6 PI P E _ 5 . 0 Y XZ Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis MEMBER LENGTHS SK - 5 Sept 20, 2017 at 11:59 AM JENBEACH - Antenna Mount.r3d 10 . 5 8 3 10 . 5 8 3 10 . 5 8 3 6 14.56 10 . 5 8 3 1 4 1 4 1 4 6 6 10 . 5 8 3 1 4 5 6 10 . 5 8 3 4 .2 58.0 6 2 6 .2 5 .2 5.2 5 1 4 1 4 6 5 10 . 5 8 3 6 1 4 10 . 5 8 3 6 1 4 1 4 4 1 4 14 6 6 8.062 5 6 1 4 .2 5 8 .0 6 2.2 5 1 4 .5 6 10 . 5 8 3 6 14 1 4 6 6 1 4 6 6 1 4 14.56 10 . 5 8 3 14 4 6 8 . 0 6 2 6 14 .25.25 1 4 14 4 6 4 6 6 10 . 5 8 3 4 14 6 14 .2 5 1 4 1 4 .2 5 8 .0 6 2 10 . 5 8 3 6 6 6 8 .0 6 2 6 1 4 14 6 10 . 5 8 3 14 6 1 4 .25.25 6 6 10 . 5 8 3 6 1 4 6 14 10 . 5 8 3 Y XZ Member Length (ft) Displayed Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis DL SK - 6 Sept 20, 2017 at 11:59 AM JENBEACH - Antenna Mount.r3d -19lb -19lb -19lb -43.9lb -43.9lb -43.9lb -43.9lb -43.9lb -43.9lb-42.1lb -42.1lb -42.1lb -20lb -50.6lb -60lb -20lb -20lb Y XZ Loads: BLC 1, Dead Load Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis WIND AT FRONT SK - 7 Sept 20, 2017 at 12:00 PM JENBEACH - Antenna Mount.r3d 45lb/ft 90lb/ft 17lb 17lb 17lb 278lb 278lb 278lb 278lb 278lb 278lb 187lb 187lb 187lb 76lb 95lb94lb 76lb 76lb Y XZ Loads: BLC 3, Wind Front Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis WIND AT SIDE SK - 8 Sept 20, 2017 at 12:00 PM JENBEACH - Antenna Mount.r3d 45lb/ft 90lb/ft 33lb 33lb 33lb 169lb 169lb 169lb 169lb 169lb 169lb280lb 280lb 280lb 76lb 58lb42lb 76lb 76lb Y XZ Loads: BLC 4, Wind Side Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis UNITY CHECK SK - 9 Sept 20, 2017 at 12:00 PM JENBEACH - Antenna Mount.r3d .8 0 .8 0 .8 0 .2 3 .66 .7 7 .5 0 .2 2 .5 0 .3 8 .2 3 .8 0 .5 0 .3 8 .3 8 .7 7 .0 5 N C.1 4 .2 3 N C N CNC .5 0 .3 3 .3 9 .3 8 .8 0 .3 8 .1 8 .7 7 .2 3 .3 3 .5 0 .0 5 .2 2 .50 .2 2 .3 9 .30 .3 8 .3 8 .3 3 N C .2 9NC .6 5 .7 7 .2 2 .50 .3 3 .3 9 .3 5 .3 3 .2 2 .3 9 .1 8 .69 .7 7 .35 .0 5 .3 5 . 1 3 .2 2 .50 NCNC .2 2 .35 .0 5 .3 5 .0 5 .3 8 .3 5 .7 9 .0 5 .35 .3 8 .50 N C .1 8 .2 2NC .1 4 .7 9 .3 8 .2 3 .3 3 .2 8 .3 8 .2 2 .50 .2 3 .7 9 .35 .3 3 .1 8 NCNC .2 3 .3 3 .7 9 .2 3 .1 8 .3 3 .35 .7 9 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution APX Engineering Group, ... M. Phillips 17-0107.89 JENBEACH - Antenna Mount Analysis SHEAR CHECK SK - 10 Sept 20, 2017 at 12:01 PM JENBEACH - Antenna Mount.r3d .1 8 .1 8 .1 8 .1 1 .02 .1 8 .1 1 .0 9 .1 1 .1 3 .1 1 .1 8 .1 1 .0 9 .1 3 .1 8 .0 1 N C.0 0 .1 1 N C N CNC .1 1 .1 2 .1 6 .0 9 .1 8 .1 3 .0 9 .1 8 .1 1 .1 2 .1 1 .0 1 .0 9 .12 .1 2 .1 6 .01 .0 9 .1 3 .1 2 N C .0 1NC .0 1 .1 8 .1 2 .12 .1 2 .1 6 .1 3 .1 2 .1 2 .1 6 .0 9 .02 .1 8 .12 .0 1 .1 3 . 0 0 .1 2 .12 NCNC .0 9 .12 .0 1 .1 3 .0 1 .0 9 .1 3 .2 0 .0 1 .12 .0 9 .12 N C .0 9 .0 9NC .0 0 .2 0 .0 9 .0 4 .1 5 .0 1 .0 9 .0 9 .12 .0 4 .2 0 .12 .1 5 .0 9 NCNC .0 4 .1 5 .2 0 .0 4 .0 9 .1 5 .12 .2 0 Y XZ Shear Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Shear Checks Displayed (Enveloped) Envelope Only Solution Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes No 3 32.2 12 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code AISC 14th(360-10): LRFD Yes(Iterative) AISC 14th(360-10): LRFD None None < 100F None None None - Building Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 PCA Load Contour .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 13.0.1 Page 1 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Global, Continued Seismic Code Seismic Base Elevation (ft) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat ASCE 7-10 Not Entered No .035 .035 Not Entered Not Entered 8.5 8.5 .75 .75 1 1 1 Not Entered I or II Om Z Om X Rho Z Rho X 1 1 1 1 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc... LC Shear Check Loc...... LC phi*Pn...phi*Pn...phi*M... phi*M... ... Eqn 1 M1 PIPE_5.0 .775 5.6...11 .177 5.1...5 10021...126315 215145 215145 ...H1-1b 2 M2 PIPE_5.0 .800 5.6...11 .179 5.1...8 10021...126315 215145 215145 ...H1-1b 3 M3 PIPE_5.0 .788 5.6...3 .200 5.1...2 10021...126315 215145 215145 ...H1-1b 4 FACE_C LL3.5x2.....328 7 7 .116 14 z 2 40981...137376 11954...70590......H1-1b 5 FACE_B LL3.5x2.....346 7 4 .116 14 z 10 40981...137376 11954...70590......H1-1b 6 FACE_A LL3.5x2.....175 9.9...12 .090 0 z 6 40981...137376 11954...11294......H1-1b 7 M7 LL3.5x2.....503 7 7 .112 14 z 24 40981...137376 11954...70590......H1-1b 8 M8 LL3.5x2.....505 7 11 .121 0 z 23 40981...137376 11954...70590......H1-1b 9 M9 LL3.5x2.....217 7 7 .086 0 z 18 40981...137376 11954...70590......H1-1b 10 M10 L3.5x3.5....650 7.28 4 .014 0 y 7 10433...55080 28986...39375......H2-1 11 M11 L3.5x3.5....292 3.9...15 .008 8.0...y 11 19421...55080 28986...49852......H2-1 12 M12 L3.5x3.5....139 4.0...3 .005 0 y 1 19421...55080 28986...49852......H2-1 13 M13 L3.5x3.5....692 7.28 8 .015 0 y 11 10433...55080 28986...39375......H2-1 14 M14 L3.5x3.5....282 3.9...19 .008 0 y 7 19421...55080 28986...49852......H2-1 15 M15 L3.5x3.5....135 4.0...7 .004 8.0...y 2 19421...55080 28986...49852......H2-1 16 M16 L3.5x3.5....140 4.0...11 .004 8.0...y 2 19421...55080 28986...49852......H2-1 17 M17 L3.5x3.5....298 3.9...23 .006 8.0...y 7 19421...55080 28986...49852......H2-1 18 M18 L3.5x3.5....660 7.28 10 .015 14....y 3 10433...55080 28986...39375......H2-1 19 M19 L3.5x3.5....049 1 11 .006 1 y 1 41511...55080 28986...60728......H2-1 20 M20 L3.5x3.5....049 1 6 .006 0 y 7 41511...55080 28986...60728......H2-1 21 M21 L3.5x3.5....048 1 5 .006 0 y 7 41511...55080 28986...60728......H2-1 22 M22 PIPE_2.0 .378 1.9...12 .089 2.0...2 23808...32130 22459.522459.5 ...H1-1b 23 M23 PIPE_2.0 .226 3 2 .111 3 7 20866...32130 22459.522459.5 ...H1-1b 24 M24 PIPE_2.0 .376 3 2 .133 3 6 20866...32130 22459.522459.5 ...H1-1b 25 M25 PIPE_2.0 .388 3 7 .162 1 6 20866...32130 22459.522459.5 ...H1-1b 26 M26 PIPE_2.0 .218 3 11 .119 3 4 20866...32130 22459.522459.5 ...H1-1b 27 M27 PIPE_2.0 .347 3 10 .126 3 23 20866...32130 22459.522459.5 ...H1-1b 28 M28 PIPE_2.0 .329 3 3 .153 1 3 20866...32130 22459.522459.5 ...H1-1b 29 M29 PIPE_2.0 .225 3 7 .035 3 1 20866...32130 22459.522459.5 ...H1-1b 30 M30 PIPE_2.0 .376 3 7 .086 1 2 20866...32130 22459.522459.5 ...H1-1b RISA-3D Version 13.0.1 Page 2 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Load Combinations Description So...P... SRSS B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 1.2DL + 1.6WL (0 deg)Yes Y DL 1.2 WLX 1.6 2 1.2DL + 1.6WL (30 deg)Yes Y DL 1.2 WLX 1.3...W....8 3 1.2DL + 1.6WL (60 deg)Yes Y DL 1.2 WLX .8 W...1.3... 4 1.2DL + 1.6WL (90 deg)Yes Y DL 1.2 WLX W...1.6 5 1.2DL + 1.6WL (120 de...Yes Y DL 1.2 WLX -.8 W...1.3... 6 1.2DL + 1.6WL (150 de...Yes Y DL 1.2 WLX -1....W....8 7 1.2DL + 1.6WL (180 de...Yes Y DL 1.2 WLX -1.6 W... 8 1.2DL + 1.6WL (210 de...Yes Y DL 1.2 WLX -1....W...-.8 9 1.2DL + 1.6WL (240 de...Yes Y DL 1.2 WLX -.8 W...-1.... 10 1.2DL + 1.6WL (270 de...Yes Y DL 1.2 WLX W...-1.6 11 1.2DL + 1.6WL (300 de...Yes Y DL 1.2 WLX .8 W...-1.... 12 1.2DL + 1.6WL (330 de...Yes Y DL 1.2 WLX 1.3...W...-.8 13 0.9DL + 1.6WL (0 deg)Yes Y DL .9 WLX 1.6 W... 14 0.9DL + 1.6WL (30 deg)Yes Y DL .9 WLX 1.3...W....8 15 0.9DL + 1.6WL (60 deg)Yes Y DL .9 WLX .8 W...1.3... 16 0.9DL + 1.6WL (90 deg)Yes Y DL .9 WLX W...1.6 17 0.9DL + 1.6WL (120 de...Yes Y DL .9 WLX -.8 W...1.3... 18 0.9DL + 1.6WL (150 de...Yes Y DL .9 WLX -1....W....8 19 0.9DL + 1.6WL (180 de...Yes Y DL .9 WLX -1.6 W... 20 0.9DL + 1.6WL (210 de...Yes Y DL .9 WLX -1....W...-.8 21 0.9DL + 1.6WL (240 de...Yes Y DL .9 WLX -.8 W...-1.... 22 0.9DL + 1.6WL (270 de...Yes Y DL .9 WLX W...-1.6 23 0.9DL + 1.6WL (300 de...Yes Y DL .9 WLX .8 W...-1.... 24 0.9DL + 1.6WL (330 de...Yes Y DL .9 WLX 1.3...W...-.8 25 1.4DL Yes Y DL 1.4 26 1.2DL + 1.6LL Yes Y DL 1.2 LL 1.6 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s... 1 N66 L Y -43.9 2 N65 L Y -43.9 3 N64 L Y -43.9 4 N61 L Y -43.9 5 N62 L Y -43.9 6 N63 L Y -43.9 7 N69 L Y -42.1 8 N68 L Y -42.1 9 N67 L Y -42.1 10 N75 L Y -50.6 11 N72 L Y -50.6 12 N76 L Y -60 13 N71 L Y -54 14 N55 L Y -19 15 N70 L Y -20 16 N60 L Y -19 17 N81 L Y -20 18 N82 L Y -54 19 N83 L Y -50.6 20 N86 L Y -50.6 21 N87 L Y -60 22 N54 L Y -19 23 N92 L Y -20 24 N93 L Y -54 25 N94 L Y -50.6 RISA-3D Version 13.0.1 Page 3 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s... 26 N97 L Y -50.6 27 N98 L Y -60 Joint Loads and Enforced Displacements (BLC 3 : Wind Front) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s... 1 N61 L X 278 2 N62 L X 278 3 N63 L X 278 4 N66 L X 278 5 N65 L X 278 6 N64 L X 278 7 N69 L X 187 8 N68 L X 187 9 N67 L X 187 10 N75 L X 95 11 N72 L X 95 12 N76 L X 94 13 N71 L X 88 14 N55 L X 17 15 N70 L X 76 16 N60 L X 17 17 N81 L X 76 18 N82 L X 88 19 N83 L X 95 20 N86 L X 95 21 N87 L X 94 22 N54 L X 17 23 N92 L X 76 24 N93 L X 88 25 N94 L X 95 26 N97 L X 95 27 N98 L X 94 Joint Loads and Enforced Displacements (BLC 4 : Wind Side) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s... 1 N61 L Z 169 2 N62 L Z 169 3 N63 L Z 169 4 N66 L Z 169 5 N65 L Z 169 6 N64 L Z 169 7 N69 L Z 280 8 N68 L Z 280 9 N67 L Z 280 10 N75 L Z 58 11 N72 L Z 58 12 N76 L Z 42 13 N71 L Z 45 14 N55 L Z 33 15 N70 L Z 76 16 N60 L Z 33 17 N81 L Z 76 18 N82 L Z 45 19 N83 L Z 58 20 N86 L Z 58 21 N87 L Z 42 RISA-3D Version 13.0.1 Page 4 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Joint Loads and Enforced Displacements (BLC 4 : Wind Side) (Continued) Joint Label L,D,M Direction Magnitude[(lb,lb-in), (in,rad), (lb*s... 22 N54 L Z 33 23 N92 L Z 76 24 N93 L Z 45 25 N94 L Z 58 26 N97 L Z 58 27 N98 L Z 42 Member Distributed Loads (BLC 3 : Wind Front) Member Label Direction Start Magnitude[lb/ft,F]End Magnitude[lb/ft,F] Start Location[ft,%] End Location[ft,%] 1 M7 X 90 90 0 0 2 FACE_C X 45 45 0 0 Member Distributed Loads (BLC 4 : Wind Side) Member Label Direction Start Magnitude[lb/ft,F]End Magnitude[lb/ft,F] Start Location[ft,%] End Location[ft,%] 1 M8 Z 90 90 0 0 2 FACE_B Z 45 45 0 0 Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 1 M1 1 max 6588.463 6 5857.184 12 2409.315 11 0 1 0 1 0 1 2 min -4091.567 24 -4742.243 8 -204.189 2 0 1 0 1 0 1 3 2 max 6007.101 7 1459.318 6 2456.953 11 12.451 11 77343.1...11 62002.887 7 4 min -2043.367 24 -1941.196 7 -176.692 1 -.791 1 -5617.425 1 -47266.786 12 5 3 max 4191.556 7 2722.071 10 4879.709 10 12.451 11 155383....11 131047.87 7 6 min -2113.761 24 -4927.701 7 -6148.275 5 -7.409 7 -13942.5...3 -6073.54 18 7 4 max 3616.831 7 3171.626 7 693.364 5 12.451 11 71429.4...11 66427.11 7 8 min -2053.576 24 -205.716 21 -3438.138 11 -7.409 7 -14911.4...5 -4001.256 22 9 5 max 0 1 .024 7 .005 3 0 1 0 1 0 1 10 min 0 1 -.001 9 -.024 11 0 1 0 1 0 1 11 M2 1 max 5940.298 10 2338.203 10 3698.441 10 0 1 0 1 0 1 12 min -3430.454 16 -2968.553 5 -4810.538 5 0 1 0 1 0 1 13 2 max 5261.325 11 2524.609 3 1477.433 5 12.139 3 38710.3...12 26212.292 5 14 min -1868.259 16 -533.142 10 -1269.336 10 -.756 5 -61626.5...3 -69154.102 11 15 3 max 4026.194 11 3340.788 4 6246.644 7 12.139 3 83569.5...11 16356.43 7 16 min -1801.545 15 -3845.435 9 -4751.65 1 -8.786 12 -77104.0...3 -133036.629 3 17 4 max 3544.46 11 562.833 7 1703.964 2 12.139 3 45173.2...11 13135.576 7 18 min -1777.014 15 -2983.053 3 -2171.806 11 -8.786 12 -35319.4...2 -61961.556 3 19 5 max 0 1 .004 7 .013 2 0 1 0 1 0 1 20 min 0 1 -.021 3 -.016 11 0 1 0 1 0 1 21 M3 1 max 6607.331 2 2131.273 4 4895.624 9 0 1 0 1 0 1 22 min -4078.736 20 -4354.181 7 -3894.952 4 0 1 0 1 0 1 23 2 max 6513.472 2 980.808 8 986.526 4 10.542 7 39144.3...9 82303.722 7 24 min -2203.883 20 -1373.046 7 -2413.644 3 -1.597 8 -77064.3...3 -14826.324 4 25 3 max 4302.759 2 7280.622 12 989.221 4 10.542 7 9732.046 24 125929.052 7 26 min -1995.351 19 -5685.586 6 -2381.46 3 -7.487 3 -153588....3 -11354.165 11 27 4 max 3659.144 2 2739.703 7 3395.747 3 10.542 7 5016.753 24 56970.71 7 28 min -1898.432 19 -867.245 2 -205.222 13 -7.487 3 -70818.8...3 -18478.262 2 29 5 max 0 1 .02 7 .025 3 0 1 0 1 0 1 30 min 0 1 -.007 2 -.002 12 0 1 0 1 0 1 31 FACE_C 1 max 1805.332 10 178.683 5 894.547 1 727.216 8 0 1 0 1 32 min -1822.481 15 25.664 23 -877.914 19 -680.487 13 0 1 0 1 33 2 max 1722.722 10 94.327 6 482.371 1 395.733 7 28348.8...1 -268.052 24 34 min -1817.517 15 -40.349 13 -466.329 19 -348.195 13 -28186.1...19 -3109.248 6 RISA-3D Version 13.0.1 Page 5 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 35 3 max 1974.62 7 95.721 6 117.941 19 81.937 14 32629.8...1 2391.332 25 36 min -1812.418 15 -171.722 11 -93.784 2 -92.778 8 -33326.5...19 1315.608 19 37 4 max 2100.62 7 39.257 25 336.179 19 81.937 14 23222.3...1 -337.343 13 38 min -1860.211 15 22.992 22 -333.108 1 -92.778 8 -23788.9...19 -823.131 6 39 5 max 2392.525 7 118.078 18 892.32 19 1185.917 2 0 1 0 1 40 min -1906.265 14 -338.04 12 -900.981 1 -1182.199 20 0 1 0 1 41 FACE_B 1 max 1770.562 3 186.421 12 977.692 10 854.116 4 0 1 0 1 42 min -1760.405 23 28.453 19 -967.687 16 -813.877 22 0 1 0 1 43 2 max 1876.067 3 100.738 1 510.011 10 391.373 4 30908.6...10 -49.626 19 44 min -1662.643 23 -56.111 20 -494.756 16 -373.646 22 -30609.92 16 -3300.77 1 45 3 max 2035.452 3 93.9 2 112.636 16 99.6 22 35779.5...10 2376.588 25 46 min -1518.06 23 -180.037 8 -82.4 10 -111.225 4 -36040.34 16 1304.303 14 47 4 max 2035.452 3 38.915 25 364.636 16 99.6 22 25964.3...10 -267.471 18 48 min -1502.855 23 21.194 18 -359.695 10 -111.225 4 -26017.6...16 -877.578 1 49 5 max 2166.964 3 154.922 13 916.312 16 1156.412 10 0 1 0 1 50 min -1366.132 23 -373.417 7 -947.051 10 -1148.538 16 0 1 0 1 51 FACE_A 1 max 2428.035 12 334.511 3 435.068 24 996.955 6 0 1 0 1 52 min -1606.085 19 -117.223 21 -459.603 6 -918.306 13 0 1 0 1 53 2 max 2508.717 12 -19.158 24 99.83 24 26.997 18 8689.674 24 -329.981 13 54 min -1777.58 19 -38.919 25 -100.368 6 -30.776 1 -8827.094 6 -820.805 8 55 3 max 2508.736 12 172.73 4 81.118 23 26.997 18 12884.0...24 2385.922 25 56 min -1792.786 19 -75.989 19 -88.268 19 -30.776 1 -13042.5...6 1285.326 23 57 4 max 2573.913 12 39.791 16 280.772 6 197.968 12 13622.5...24 -301.042 15 58 min -1971.872 19 -92.943 9 -262.788 24 -202.861 18 -14179.1...6 -3081.639 9 59 5 max 2577.6 12 -22.261 14 475.243 6 556.836 2 0 1 0 1 60 min -2104.527 19 -186.476 7 -463.392 24 -514.925 18 0 1 0 1 61 M7 1 max 6039.568 11 228.641 11 1286.933 13 119.469 1 0 1 0 1 62 min -2095.796 1 45.007 17 -1409.22 7 -987.077 15 0 1 0 1 63 2 max 5653.29 23 93.04 12 656.642 14 91.666 6 37228.9...13 -111.314 17 64 min -2503.203 1 -61.447 18 -755.355 7 -98.716 23 -41781.7...7 -3326.708 11 65 3 max 6331.826 18 108.978 12 152.351 19 35.813 14 44838.4...13 2515.366 25 66 min -5348.622 12 -183.832 5 -126.92 14 -96.422 7 -51383.21 7 1556.593 23 67 4 max 6550.12 18 48.381 12 588.827 19 28.859 13 32184.5...13 -135.391 17 68 min -5566.917 12 18.995 18 -519.52 13 -96.422 7 -35828.5...7 -1204.283 11 69 5 max 7047.174 6 129.751 24 1386.498 7 794.688 8 0 1 0 1 70 min -6049.012 12 -357.329 6 -1213.029 13 -1080.19 12 0 1 0 1 71 M8 1 max 5704.148 12 222.835 7 1519.653 22 173.794 8 0 1 0 1 72 min -3251.375 8 36.962 24 -1583.954 4 -1057.112 23 0 1 0 1 73 2 max 5834.653 24 100.706 7 734.693 22 92.639 4 43159.3...22 50.673 13 74 min -3435.833 8 -69.515 13 -793.451 4 -194.343 23 -45440.2...4 -3458.678 7 75 3 max 7062.414 24 109.743 7 139.679 15 65.08 23 52755.1...22 2500.281 25 76 min -6123.119 8 -189.971 1 -132.792 23 -101.721 3 -55302.1...4 1547.759 15 77 4 max 7062.414 24 49.146 7 633.732 16 49.603 22 37762.4...22 -82.951 13 78 min -6123.119 8 17.686 13 -608.942 22 -101.721 3 -39284.5...4 -1250.566 7 79 5 max 7343.208 12 165.616 19 1466.236 4 637.332 4 0 1 0 1 80 min -6377.866 8 -391.866 1 -1383.423 22 -856.073 2 0 1 0 1 81 M9 1 max 6799.11 9 352.718 9 473.579 12 906.081 1 0 1 0 1 82 min -5814.451 4 -128.957 15 -439.473 19 -946.896 18 0 1 0 1 83 2 max 6520.16 21 -18.549 21 132.625 12 10.046 13 9703.136 12 -101.305 20 84 min -5634.437 4 -48.314 3 -123.571 18 -41.381 11 -9517.018 19 -1216.066 2 85 3 max 6520.16 21 184.314 8 132.625 12 26.602 13 15273.3...12 2509.077 25 86 min -5634.437 4 -108.91 3 -123.571 18 -41.381 11 -14686.9...19 1510.862 24 87 4 max 5242.762 14 60.636 20 291.342 19 174.288 6 15543.3...12 -119.581 21 88 min -3211.657 4 -92.225 2 -306.748 12 -171.029 24 -14606.3...19 -3320.827 3 89 5 max 5486.609 2 -35.63 19 513.213 18 322.477 6 0 1 0 1 90 min -3016.504 4 -232.889 2 -545.561 12 -677.112 14 0 1 0 1 91 M10 1 max 5859.817 4 56.69 25 0 11 5.813 8 0 1 0 1 RISA-3D Version 13.0.1 Page 6 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 92 min -7451.902 21 0 2 0 12 -38.365 7 0 1 0 1 93 2 max 5852.874 4 28.345 25 0 11 5.813 8 1313.269 25 0 2 94 min -7457.233 9 0 2 0 12 -38.365 7 0 2 -1313.264 25 95 3 max 5845.93 4 0 1 0 1 5.813 8 1751.025 25 0 2 96 min -7464.177 9 0 1 0 1 -38.365 7 0 2 -1751.018 25 97 4 max 5839.123 16 0 2 0 11 5.813 8 1313.269 25 0 2 98 min -7471.12 9 -28.345 25 0 12 -38.365 7 0 2 -1313.264 25 99 5 max 5833.915 16 0 2 0 11 5.813 8 0 1 0 1 100 min -7478.063 9 -56.69 25 0 12 -38.365 7 0 1 0 1 101 M11 1 max 5355.751 15 28.345 25 0 11 23.435 23 0 1 0 1 102 min -2237.739 9 18.222 14 0 24 -17.499 3 0 1 0 1 103 2 max 5350.544 15 14.173 25 0 11 23.435 23 363.583 25 -233.731 14 104 min -2244.68 9 9.111 14 0 24 -17.499 3 233.732 15 -363.582 25 105 3 max 5345.338 15 0 1 0 1 23.435 23 484.778 25 -311.642 14 106 min -2251.622 9 0 1 0 1 -17.499 3 311.643 15 -484.776 25 107 4 max 5340.132 15 -9.111 24 0 11 23.435 23 363.583 25 -233.731 14 108 min -2258.564 9 -14.173 25 0 24 -17.499 3 233.732 15 -363.582 25 109 5 max 5334.926 15 -18.222 24 0 11 23.435 23 0 1 0 1 110 min -2265.505 9 -28.345 25 0 24 -17.499 3 0 1 0 1 111 M12 1 max 1236.685 21 28.345 25 0 3 11.993 8 0 1 0 1 112 min -6367.058 3 18.222 23 0 7 -12.737 13 0 1 0 1 113 2 max 1231.478 21 14.173 25 0 3 11.993 8 363.583 25 -233.731 20 114 min -6374 3 9.111 23 0 7 -12.737 13 233.732 23 -363.582 25 115 3 max 1226.272 21 0 1 0 1 11.993 8 484.778 25 -311.642 20 116 min -6380.941 3 0 1 0 1 -12.737 13 311.643 23 -484.776 25 117 4 max 1221.066 21 -9.111 14 0 3 11.993 8 363.583 25 -233.731 20 118 min -6387.883 3 -14.173 25 0 7 -12.737 13 233.732 23 -363.582 25 119 5 max 1215.86 21 -18.222 14 0 3 11.993 8 0 1 0 1 120 min -6394.825 3 -28.345 25 0 7 -12.737 13 0 1 0 1 121 M13 1 max 6300.348 8 56.69 25 0 13 2.879 1 0 1 0 1 122 min -7701.517 24 0 7 0 18 -45.31 11 0 1 0 1 123 2 max 6293.404 8 28.345 25 0 13 2.879 1 1313.268 25 0 7 124 min -7707.38 12 0 7 0 18 -45.31 11 0 7 -1313.263 25 125 3 max 6286.461 8 0 1 0 1 2.879 1 1751.024 25 0 7 126 min -7714.323 12 0 1 0 1 -45.31 11 0 7 -1751.017 25 127 4 max 6279.704 20 0 7 0 13 2.879 1 1313.268 25 0 7 128 min -7721.266 12 -28.345 25 0 18 -45.31 11 0 7 -1313.263 25 129 5 max 6274.497 20 0 7 0 13 2.879 1 0 1 0 1 130 min -7728.21 12 -56.69 25 0 6 -45.31 11 0 1 0 1 131 M14 1 max 5149.514 19 28.345 25 0 23 20.878 14 0 1 0 1 132 min -2157.384 1 18.222 19 0 4 -23.183 7 0 1 0 1 133 2 max 5144.308 19 14.173 25 0 23 20.878 14 363.583 25 -233.731 19 134 min -2164.326 1 9.111 19 0 4 -23.183 7 233.732 19 -363.582 25 135 3 max 5139.101 19 0 1 0 1 20.878 14 484.778 25 -311.642 19 136 min -2171.268 1 0 1 0 1 -23.183 7 311.643 19 -484.776 25 137 4 max 5133.895 19 -9.111 20 0 23 20.878 14 363.583 25 -233.731 19 138 min -2178.209 1 -14.173 25 0 4 -23.183 7 233.732 19 -363.582 25 139 5 max 5128.689 19 -18.222 20 0 23 20.878 14 0 1 0 1 140 min -2185.151 1 -28.345 25 0 4 -23.183 7 0 1 0 1 141 M15 1 max 1154.478 13 28.345 25 0 19 9.528 2 0 1 0 1 142 min -6153.226 7 18.222 24 0 9 -8.772 23 0 1 0 1 143 2 max 1149.272 13 14.173 25 0 19 9.528 2 363.583 25 -233.731 24 144 min -6160.168 7 9.111 24 0 9 -8.772 23 233.732 24 -363.582 25 145 3 max 1144.066 13 0 1 0 1 9.528 2 484.778 25 -311.642 24 146 min -6167.11 7 0 1 0 1 -8.772 23 311.643 24 -484.776 25 147 4 max 1138.86 13 -9.111 19 0 19 9.528 2 363.583 25 -233.731 24 148 min -6174.051 7 -14.173 25 0 9 -8.772 23 233.732 24 -363.582 25 RISA-3D Version 13.0.1 Page 7 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 149 5 max 1133.653 13 -18.222 19 0 19 9.528 2 0 1 0 1 150 min -6180.993 7 -28.345 25 0 9 -8.772 23 0 1 0 1 151 M16 1 max 1254.41 17 28.345 25 0 3 10.294 5 0 1 0 1 152 min -6472.898 11 18.222 14 0 11 -11.168 14 0 1 0 1 153 2 max 1249.204 17 14.173 25 0 3 10.294 5 363.583 25 -233.731 14 154 min -6479.84 11 9.111 14 0 11 -11.168 14 233.732 23 -363.582 25 155 3 max 1243.997 17 0 1 0 1 10.294 5 484.778 25 -311.642 14 156 min -6486.781 11 0 1 0 1 -11.168 14 311.643 23 -484.776 25 157 4 max 1238.791 17 -9.111 15 0 3 10.294 5 363.583 25 -233.731 14 158 min -6493.723 11 -14.173 25 0 11 -11.168 14 233.732 23 -363.582 25 159 5 max 1233.585 17 -18.222 15 0 3 10.294 5 0 1 0 1 160 min -6500.665 11 -28.345 25 0 11 -11.168 14 0 1 0 1 161 M17 1 max 5463.444 23 28.345 25 0 23 18.088 19 0 1 0 1 162 min -2259.095 5 18.222 23 0 11 -17.649 12 0 1 0 1 163 2 max 5458.238 23 14.173 25 0 23 18.088 19 363.583 25 -233.731 23 164 min -2266.037 5 9.111 23 0 11 -17.649 12 233.732 19 -363.582 25 165 3 max 5453.031 23 0 1 0 1 18.088 19 484.778 25 -311.642 23 166 min -2272.979 5 0 1 0 1 -17.649 12 311.643 19 -484.776 25 167 4 max 5447.825 23 -9.111 24 0 23 18.088 19 363.583 25 -233.731 23 168 min -2279.92 5 -14.173 25 0 11 -17.649 12 233.732 19 -363.582 25 169 5 max 5442.619 23 -18.222 24 0 23 18.088 19 0 1 0 1 170 min -2286.862 5 -28.345 25 0 11 -17.649 12 0 1 0 1 171 M18 1 max 5958.212 10 56.69 25 0 14 2.752 5 0 1 0 1 172 min -7552.408 17 0 11 0 19 -44.177 3 0 1 0 1 173 2 max 5951.268 10 28.345 25 0 14 2.752 5 1313.269 25 0 11 174 min -7557.755 5 0 11 0 19 -44.177 3 0 11 -1313.264 25 175 3 max 5944.325 10 0 1 0 1 2.752 5 1751.025 25 0 11 176 min -7564.699 5 0 1 0 1 -44.177 3 0 11 -1751.018 25 177 4 max 5937.484 22 0 11 0 14 2.752 5 1313.269 25 0 11 178 min -7571.642 5 -28.345 25 0 19 -44.177 3 0 11 -1313.264 25 179 5 max 5932.277 22 0 11 0 14 2.752 5 0 1 0 1 180 min -7578.585 5 -56.69 25 0 19 -44.177 3 0 1 0 1 181 M19 1 max 336.917 25 91.199 1 91.304 10 2.013 11 0 1 0 1 182 min 180.862 18 -91.144 19 -91.296 4 -.403 20 0 1 0 1 183 2 max 328.819 25 91.199 1 91.304 10 2.013 11 1059.273 11 1056.866 21 184 min 175.655 18 -91.144 19 -91.296 4 -.403 20 -1058.6 5 -1056.815 15 185 3 max 292.72 25 30.381 19 30.432 4 2.013 11 706.182 11 704.577 21 186 min 152.449 18 -30.4 1 -30.435 10 -.403 20 -705.733 5 -704.543 15 187 4 max 284.621 25 30.381 19 30.432 4 2.013 11 353.091 11 352.289 21 188 min 147.243 18 -30.4 1 -30.435 10 -.403 20 -352.867 5 -352.272 15 189 5 max 276.523 25 30.381 19 30.432 4 2.013 11 0 1 0 1 190 min 142.037 18 -30.4 1 -30.435 10 -.403 20 0 1 0 1 191 M20 1 max 335.564 25 91.289 1 91.14 22 1.801 7 0 1 0 1 192 min 173.307 14 -91.324 7 -91.119 16 -.252 17 0 1 0 1 193 2 max 327.465 25 91.289 1 91.14 22 1.801 7 1057.995 12 1057.273 8 194 min 168.1 14 -91.324 7 -91.119 16 -.252 17 -1058.589 6 -1056.845 14 195 3 max 291.367 25 30.441 7 30.373 16 1.801 7 705.33 12 704.849 8 196 min 144.894 14 -30.43 1 -30.38 22 -.252 17 -705.726 6 -704.564 14 197 4 max 283.268 25 30.441 7 30.373 16 1.801 7 352.665 12 352.424 8 198 min 139.688 14 -30.43 1 -30.38 22 -.252 17 -352.863 6 -352.282 14 199 5 max 275.169 25 30.441 7 30.373 16 1.801 7 0 1 0 1 200 min 134.481 14 -30.43 1 -30.38 22 -.252 17 0 1 0 1 201 M21 1 max 336.517 25 91.295 1 91.278 10 2.015 3 0 1 0 1 202 min 180.46 21 -91.289 7 -91.317 4 .074 13 0 1 0 1 203 2 max 328.418 25 91.295 1 91.278 10 2.015 3 1058.918 12 1057.8 9 204 min 175.254 21 -91.289 7 -91.317 4 .074 13 -1059.265 5 -1057.926 3 205 3 max 292.32 25 30.43 7 30.439 4 2.015 3 705.945 12 705.2 9 RISA-3D Version 13.0.1 Page 8 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 206 min 152.048 21 -30.432 1 -30.426 10 .074 13 -706.176 5 -705.284 3 207 4 max 284.221 25 30.43 7 30.439 4 2.015 3 352.973 12 352.6 9 208 min 146.841 21 -30.432 1 -30.426 10 .074 13 -353.088 5 -352.642 3 209 5 max 276.122 25 30.43 7 30.439 4 2.015 3 0 1 0 1 210 min 141.635 21 -30.432 1 -30.426 10 .074 13 0 1 0 1 211 M22 1 max 318.494 9 390.14 1 249.811 10 1001.92 9 3089.032 15 1800.864 13 212 min -133.906 15 -363.975 19 -203.71 16 -771.728 15 -3095.853 9 -2286.581 8 213 2 max 313.287 9 390.14 1 249.811 10 1001.92 9 2399.024 12 3462.785 19 214 min -137.81 15 -363.975 19 -203.71 16 -771.728 15 -1791.357 18 -4849.175 12 215 3 max 143.467 21 387.911 7 232.87 4 1114.267 2 2559.691 23 5307.571 7 216 min -301.22 3 -359.791 13 -187.489 22 -936.498 20 -2461.878 5 -4945.295 24 217 4 max 139.562 21 387.911 7 232.87 4 1114.267 2 1907.243 2 917.768 4 218 min -306.426 3 -359.791 13 -187.489 22 -936.498 20 -1610.058 20 -808.15 20 219 5 max 0 1 .009 6 .005 6 0 1 0 1 0 1 220 min 0 1 -.01 12 -.006 12 0 1 0 1 0 1 221 M23 1 max -17.1 13 27.246 7 52.819 4 0 1 0 1 0 1 222 min -26.6 25 -27.244 1 -52.801 22 0 1 0 1 0 1 223 2 max 48.363 6 238.833 1 171.119 11 1398.602 14 839.208 18 922.168 9 224 min -5.786 14 -210.256 19 -124.169 16 -1717.787 7 -2158.488 12 -1146.535 15 225 3 max 42.115 6 238.833 1 171.119 11 1398.602 14 2169.75 21 4418.769 7 226 min -56.472 2 -187.405 14 -47.292 20 -1717.787 7 -2485.965 3 -4583.78 2 227 4 max -8.859 18 238.208 7 152.317 4 1398.602 14 1442.751 7 495.459 21 228 min -62.719 2 -209.53 13 -109.817 22 -1717.787 7 -614.363 13 -1361.801 3 229 5 max 0 1 .008 7 .004 2 0 1 0 1 0 1 230 min 0 1 -.009 2 -.006 7 0 1 0 1 0 1 231 M24 1 max 0 1 .004 9 .003 3 0 1 0 1 0 1 232 min 0 1 -.005 2 -.003 9 0 1 0 1 0 1 233 2 max 123.344 1 344.451 13 227.716 10 858.405 15 2210.466 6 1582.77 8 234 min 34.069 18 -380.479 7 -216.824 16 -797.435 9 -2205.255 24 -1487.323 15 235 3 max 117.097 1 176.245 23 227.716 10 1683.672 24 4011.719 9 8102.907 7 236 min -126.93 6 -398.546 1 -192.079 17 -1933.426 6 -4038.486 3 -8085.857 1 237 4 max -43.408 13 362.04 19 219.816 4 1683.672 24 1551.834 19 1211.732 21 238 min -133.177 6 -398.546 1 -209.032 22 -1933.426 6 -1803.593 1 -1401.627 3 239 5 max 0 1 .02 7 .011 2 0 1 0 1 0 1 240 min 0 1 -.018 2 -.011 7 0 1 0 1 0 1 241 M25 1 max 0 1 .01 7 .004 2 0 1 0 1 0 1 242 min 0 1 -.007 2 -.006 7 0 1 0 1 0 1 243 2 max 317.251 6 350.421 13 220.555 22 2476.298 6 2454.529 7 1309.861 19 244 min -139.357 24 -388.303 7 -222.349 4 -2011.337 24 -1564.313 24 -1020.811 3 245 3 max 311.003 6 180.816 23 220.555 22 2476.298 6 3724.426 9 8295.84 7 246 min -303.527 12 -403.115 1 -222.349 4 -2011.337 24 -3726.034 3 -7551.181 1 247 4 max 141.678 18 367.818 19 208.687 16 1209.015 8 1361.492 19 845.033 9 248 min -309.775 12 -403.115 1 -209.72 10 -1019.765 15 -1554.067 1 -837.155 15 249 5 max 0 1 .013 7 .007 2 0 1 0 1 0 1 250 min 0 1 -.011 2 -.007 7 0 1 0 1 0 1 251 M26 1 max -17.1 13 27.194 19 52.841 4 0 1 0 1 0 1 252 min -26.6 25 -27.208 1 -52.848 10 0 1 0 1 0 1 253 2 max 56.705 1 133.028 13 231.162 10 1817.044 23 1436.182 11 590.991 13 254 min .153 20 -203.696 7 -230.228 16 -1906.761 4 -623.866 4 -1885.997 7 255 3 max 50.457 1 -19.781 22 231.162 10 1817.044 23 4806.294 11 1782.276 19 256 min -48.327 8 -203.696 7 -230.228 16 -1906.761 4 -4765.979 16 -1805.268 1 257 4 max 1.405 13 105.262 20 217.848 4 1817.044 23 1193.69 11 1313.234 1 258 min -54.574 8 -173.25 1 -216.891 22 -1906.761 4 -846.579 16 -340.782 20 259 5 max 0 1 .001 25 .01 4 0 1 0 1 0 1 260 min 0 1 0 19 -.01 11 0 1 0 1 0 1 261 M27 1 max 0 1 0 7 .002 5 0 1 0 1 0 1 262 min 0 1 0 1 -.003 9 0 1 0 1 0 1 RISA-3D Version 13.0.1 Page 9 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 263 2 max 126.571 8 307.184 1 275.853 22 1859.463 24 1778.3 22 1891.518 1 264 min 32.683 13 -316.913 19 -315.919 4 -1680.644 6 -2049.756 4 -2053.563 19 265 3 max 120.324 8 307.184 1 -17 19 1859.463 24 7736.648 10 3652.653 7 266 min -126.453 1 -316.913 19 -341.814 10 -1797.531 2 -7736.29 4 -3644.028 13 267 4 max -38.341 20 276.449 7 301.803 16 1535.864 20 1583.998 10 1509.441 13 268 min -132.701 1 -286.304 13 -341.814 10 -1797.531 2 -1309.429 16 -1497.938 8 269 5 max 0 1 0 18 .023 4 0 1 0 1 0 1 270 min 0 1 0 12 -.022 10 0 1 0 1 0 1 271 M28 1 max 0 1 0 7 .01 3 0 1 0 1 0 1 272 min 0 1 0 13 -.007 10 0 1 0 1 0 1 273 2 max 350.501 1 327.499 1 277.291 22 2405.226 3 988.446 22 2211.474 1 274 min -174.38 19 -312.865 19 -321.886 4 -1957.123 21 -2213.616 3 -1971.39 19 275 3 max 344.254 1 327.499 1 127.049 24 2405.226 3 7025.885 10 3676.838 7 276 min -336.66 7 -312.865 19 -336.862 10 -2346.25 23 -7027.116 4 -3683.516 1 277 4 max 176.824 13 291.858 7 292.412 16 2129.242 5 962.366 10 1345.504 13 278 min -342.907 7 -278.66 13 -336.862 10 -2346.25 23 -1173.712 15 -1611.781 6 279 5 max 0 1 0 20 .012 3 0 1 0 1 0 1 280 min 0 1 0 25 -.012 10 0 1 0 1 0 1 281 M29 1 max -17.1 13 27.304 7 52.801 16 0 1 0 1 0 1 282 min -26.6 25 -27.262 1 -52.813 10 0 1 0 1 0 1 283 2 max 49.305 2 240.601 1 122.619 22 186.494 19 1785.937 2 1269.348 7 284 min 2.191 19 -204.099 19 -166.024 4 -267.581 10 -1022.217 19 -388.295 23 285 3 max 43.058 2 244.075 7 45.819 24 186.494 19 2185.535 11 4880.698 7 286 min -48.589 7 -187.333 18 -166.024 4 -267.581 10 -2142.792 17 -4351.556 13 287 4 max -7.946 14 244.075 7 110.548 16 186.494 19 586.34 13 547.256 19 288 min -54.836 7 -207.651 13 -154.027 10 -267.581 10 -1645.809 7 -1006.598 11 289 5 max 0 1 .006 7 .004 7 0 1 0 1 0 1 290 min 0 1 -.007 12 -.003 12 0 1 0 1 0 1 291 M30 1 max 0 1 .011 6 .006 6 0 1 0 1 0 1 292 min 0 1 -.011 12 -.006 12 0 1 0 1 0 1 293 2 max 120.062 1 387.942 1 236.811 10 931.785 20 2232.359 14 1241.431 17 294 min 36.059 20 -354.619 19 -207.638 16 -962.894 2 -1974.657 8 -1569.018 11 295 3 max 113.815 1 387.942 1 236.811 10 931.785 20 4008.988 11 8136.374 7 296 min -124.956 8 -174.407 21 -198.741 15 -962.894 2 -4001.534 5 -8090.247 1 297 4 max -46.696 13 386.941 7 231.805 4 882.756 15 1705.644 1 1549.807 5 298 min -131.204 8 -354.02 13 -202.461 22 -954.22 9 -1745.511 19 -1281.164 24 299 5 max 0 1 .011 6 .006 6 0 1 0 1 0 1 300 min 0 1 -.012 12 -.007 12 0 1 0 1 0 1 301 M31 1 max 92.804 4 -45.54 19 152 7 0 1 .01 7 0 16 302 min -92.804 22 -70.84 25 -152 1 0 1 -.009 19 0 17 303 2 max 92.804 4 -45.54 19 152 7 0 1 342.009 7 159.39 25 304 min -92.804 22 -70.84 25 -152 1 0 1 -342.001 13 102.465 13 305 3 max 92.804 4 -45.54 19 152 7 0 1 684.008 7 318.78 25 306 min -92.804 22 -70.84 25 -152 1 0 1 -684.001 13 204.93 13 307 4 max 92.804 4 -45.54 19 152 7 0 1 1026.007 7 478.17 25 308 min -92.804 22 -70.84 25 -152 1 0 1 -1026.002 13 307.395 19 309 5 max 92.804 4 -45.54 19 152 7 0 1 1368.006 7 637.56 25 310 min -92.804 22 -70.84 25 -152 1 0 1 -1368.002 13 409.86 19 311 M32 1 max 152.008 1 -45.46 19 92.797 16 -409.86 13 1368.007 7 0 15 312 min -151.978 7 -70.84 25 -92.815 22 -637.56 25 -1368.001 1 0 11 313 2 max 152.008 1 -45.46 19 92.797 16 -409.86 13 1368.482 19 53.13 25 314 min -151.978 7 -70.84 25 -92.815 22 -637.56 25 -1368.298 1 34.095 19 315 3 max 152.008 1 75.6 25 92.797 16 680.4 25 1368.96 19 113.4 25 316 min -151.978 7 -60.72 10 -92.815 22 437.4 19 -1368.595 1 72.789 19 317 4 max 140.747 7 75.6 25 72.016 22 680.4 25 1266.925 1 56.7 25 318 min -140.793 1 48.525 19 -72.009 4 437.4 19 -1266.76 19 36.395 19 319 5 max 140.747 7 75.6 25 72.016 22 680.4 25 1267.2 1 .001 18 RISA-3D Version 13.0.1 Page 10 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 320 min -140.793 1 48.525 19 -72.009 4 437.4 19 -1267.206 19 0 11 321 M33 1 max 72.006 4 -48.6 19 140.8 19 0 1 .005 7 0 10 322 min -72.006 10 -75.6 25 -140.8 1 0 1 -.002 3 0 17 323 2 max 72.006 4 -48.6 19 140.8 19 0 1 316.805 7 170.1 25 324 min -72.006 10 -75.6 25 -140.8 1 0 1 -316.801 1 109.35 19 325 3 max 72.006 4 -48.6 19 140.8 19 0 1 633.604 7 340.2 25 326 min -72.006 10 -75.6 25 -140.8 1 0 1 -633.601 1 218.7 19 327 4 max 72.006 4 -48.6 19 140.8 19 0 1 950.404 19 510.3 25 328 min -72.006 10 -75.6 25 -140.8 1 0 1 -950.401 1 328.05 19 329 5 max 72.006 4 -48.6 19 140.8 19 0 1 1267.205 19 680.4 25 330 min -72.006 10 -75.6 25 -140.8 1 0 1 -1267.201 1 437.4 19 331 M34 1 max 67.2 4 -54 13 150.398 19 0 1 .014 7 0 15 332 min -67.2 10 -84 25 -150.4 13 0 1 -.005 12 0 22 333 2 max 67.2 4 -54 13 150.398 19 0 1 338.409 19 189 25 334 min -67.2 10 -84 25 -150.4 13 0 1 -338.4 1 121.5 19 335 3 max 67.2 4 -54 13 150.398 19 0 1 676.805 19 378 25 336 min -67.2 10 -84 25 -150.4 13 0 1 -676.801 13 243 19 337 4 max 67.2 4 -54 13 150.398 19 0 1 1015.2 19 567 25 338 min -67.2 10 -84 25 -150.4 13 0 1 -1015.201 13 364.5 19 339 5 max 67.2 4 -54 13 150.398 19 0 1 1353.596 19 756 25 340 min -67.2 10 -84 25 -150.4 13 0 1 -1353.602 13 486 19 341 M35 1 max 150.391 1 -53.921 19 67.204 4 -486 19 1353.61 7 0 1 342 min -150.391 7 -84 25 -67.216 22 -756 25 -1353.604 1 0 3 343 2 max 150.391 1 -53.921 19 67.204 4 -486 19 1354.05 19 63 25 344 min -150.391 7 -84 25 -67.216 22 -756 25 -1353.931 1 40.441 19 345 3 max 152.1 7 60.72 10 92.798 22 -486 19 1367.341 1 126 25 346 min -152.008 1 -84 25 -92.803 16 -756 25 -1367.133 19 80.882 19 347 4 max 152.1 7 70.84 25 92.798 22 637.56 25 1367.671 1 53.13 25 348 min -152.008 1 45.46 19 -92.803 16 409.86 19 -1367.562 19 34.095 19 349 5 max 152.1 7 70.84 25 92.798 22 637.56 25 1368 1 0 7 350 min -152.008 1 45.46 19 -92.803 16 409.86 19 -1367.991 19 0 25 351 M36 1 max 92.804 4 -45.54 13 152.001 7 0 1 .003 12 0 4 352 min -92.804 10 -70.84 25 -152 1 0 1 -.018 7 0 14 353 2 max 92.804 4 -45.54 13 152.001 7 0 1 341.999 19 159.39 25 354 min -92.804 10 -70.84 25 -152 1 0 1 -342 1 102.465 13 355 3 max 92.804 4 -45.54 13 152.001 7 0 1 683.999 19 318.78 25 356 min -92.804 10 -70.84 25 -152 1 0 1 -684 1 204.93 13 357 4 max 92.804 4 -45.54 13 152.001 7 0 1 1026 19 478.17 25 358 min -92.804 10 -70.84 25 -152 1 0 1 -1026 1 307.395 13 359 5 max 92.804 4 -45.54 13 152.001 7 0 1 1368 19 637.56 25 360 min -92.804 10 -70.84 25 -152 1 0 1 -1368 1 409.86 13 361 M37 1 max 137.241 24 -45.511 17 107.455 15 0 2 .015 24 0 5 362 min -137.226 18 -70.84 25 -107.597 9 0 5 -.011 3 0 2 363 2 max 137.241 24 -45.511 17 107.455 15 0 2 241.782 15 159.39 25 364 min -137.226 18 -70.84 25 -107.597 9 0 5 -242.093 9 102.4 17 365 3 max 137.241 24 -45.511 17 107.455 15 0 2 483.556 15 318.78 25 366 min -137.226 18 -70.84 25 -107.597 9 0 5 -484.185 9 204.801 17 367 4 max 137.241 24 -45.511 17 107.455 15 0 2 725.331 15 478.17 25 368 min -137.226 18 -70.84 25 -107.597 9 0 5 -726.277 9 307.201 17 369 5 max 137.241 24 -45.511 17 107.455 15 0 2 967.106 15 637.56 25 370 min -137.226 18 -70.84 25 -107.597 9 0 5 -968.37 9 409.602 17 371 M38 1 max 107.622 21 -45.481 15 137.49 24 -409.602 17 967.12 15 0 12 372 min -107.808 3 -70.84 25 -137.147 18 -637.56 25 -968.376 9 0 2 373 2 max 107.622 21 -45.481 15 137.49 24 -409.602 17 1016.764 14 53.131 25 374 min -107.808 3 -70.84 25 -137.147 18 -637.56 25 -1022.849 8 34.111 15 375 3 max 107.622 21 75.6 25 137.49 24 680.4 25 1085.406 14 113.397 25 376 min -107.808 3 -60.72 5 -137.147 18 437.175 17 -1090.908 8 72.826 15 RISA-3D Version 13.0.1 Page 11 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 377 4 max 92.272 2 75.6 25 123.556 18 680.4 25 780.325 9 56.699 25 378 min -92.17 8 48.551 15 -123.882 12 437.175 17 -778.513 15 36.413 14 379 5 max 92.272 2 75.6 25 123.556 18 680.4 25 830.106 20 .001 12 380 min -92.17 8 48.551 15 -123.882 12 437.175 17 -823.727 14 0 5 381 M39 1 max 123.618 12 -48.575 17 91.516 2 0 16 .005 24 0 14 382 min -123.62 18 -75.6 25 -92.235 20 0 10 -.015 15 0 22 383 2 max 123.618 12 -48.575 17 91.516 2 0 16 205.912 2 170.1 25 384 min -123.62 18 -75.6 25 -92.235 20 0 10 -207.528 8 109.294 17 385 3 max 123.618 12 -48.575 17 91.516 2 0 16 411.824 2 340.2 25 386 min -123.62 18 -75.6 25 -92.235 20 0 10 -415.055 8 218.588 17 387 4 max 123.618 12 -48.575 17 91.516 2 0 16 617.736 2 510.3 25 388 min -123.62 18 -75.6 25 -92.235 20 0 10 -622.583 20 327.882 17 389 5 max 123.618 12 -48.575 17 91.516 2 0 16 823.648 2 680.4 25 390 min -123.62 18 -75.6 25 -92.235 20 0 10 -830.11 20 437.175 17 391 M40 1 max 130.244 1 -53.962 18 94.036 14 0 20 .01 2 0 10 392 min -130.257 19 -84 25 -93.794 8 0 11 -.014 11 0 24 393 2 max 130.244 1 -53.962 18 94.036 14 0 20 211.585 14 189 25 394 min -130.257 19 -84 25 -93.794 8 0 11 -211.037 8 121.413 18 395 3 max 130.244 1 -53.962 18 94.036 14 0 20 423.165 14 378 25 396 min -130.257 19 -84 25 -93.794 8 0 11 -422.073 8 242.827 18 397 4 max 130.244 1 -53.962 18 94.036 14 0 20 634.745 14 567 25 398 min -130.257 19 -84 25 -93.794 8 0 11 -633.109 8 364.24 18 399 5 max 130.244 1 -53.962 18 94.036 14 0 20 846.325 14 756 25 400 min -130.257 19 -84 25 -93.794 8 0 11 -844.145 8 485.654 18 401 M41 1 max 94.253 8 -53.952 14 129.842 13 -485.654 18 846.317 14 0 21 402 min -94.238 14 -84 25 -131.197 7 -756 25 -844.133 20 0 23 403 2 max 94.253 8 -53.952 14 129.842 13 -485.654 18 918.504 2 63.001 25 404 min -94.238 14 -84 25 -131.197 7 -756 25 -916.489 8 40.465 14 405 3 max 107.638 3 60.72 5 137.353 18 -485.654 18 990.701 2 126.002 25 406 min -107.632 9 -84 25 -137.337 24 -756 25 -988.857 8 80.93 14 407 4 max 107.638 3 70.84 25 137.353 18 637.56 25 948.599 9 53.129 25 408 min -107.632 9 45.482 15 -137.337 24 409.494 18 -947.787 15 34.111 15 409 5 max 107.638 3 70.84 25 137.353 18 637.56 25 968.014 9 0 11 410 min -107.632 9 45.482 15 -137.337 24 409.494 18 -967.451 15 0 23 411 M42 1 max 137.24 24 -45.499 18 107.49 3 0 9 .007 2 0 10 412 min -137.235 6 -70.84 25 -107.557 9 0 1 -.011 3 0 9 413 2 max 137.24 24 -45.499 18 107.49 3 0 9 241.854 15 159.39 25 414 min -137.235 6 -70.84 25 -107.557 9 0 1 -242.002 21 102.373 18 415 3 max 137.24 24 -45.499 18 107.49 3 0 9 483.701 15 318.78 25 416 min -137.235 6 -70.84 25 -107.557 9 0 1 -484.004 9 204.747 18 417 4 max 137.24 24 -45.499 18 107.49 3 0 9 725.548 15 478.17 25 418 min -137.235 6 -70.84 25 -107.557 9 0 1 -726.008 9 307.12 18 419 5 max 137.24 24 -45.499 18 107.49 3 0 9 967.4 3 637.56 25 420 min -137.235 6 -70.84 25 -107.557 9 0 1 -968.011 9 409.493 18 421 M43 1 max 137.239 20 -45.526 16 107.682 23 0 21 .022 11 0 8 422 min -137.255 2 -70.84 25 -107.747 17 0 6 -.012 12 0 18 423 2 max 137.239 20 -45.526 16 107.682 23 0 21 242.292 23 159.39 25 424 min -137.255 2 -70.84 25 -107.747 17 0 6 -242.43 17 102.433 16 425 3 max 137.239 20 -45.526 16 107.682 23 0 21 484.577 23 318.78 25 426 min -137.255 2 -70.84 25 -107.747 17 0 6 -484.86 17 204.866 16 427 4 max 137.239 20 -45.526 16 107.682 23 0 21 726.863 23 478.17 25 428 min -137.255 2 -70.84 25 -107.747 17 0 6 -727.291 17 307.298 16 429 5 max 137.239 20 -45.526 16 107.682 23 0 21 969.148 23 637.56 25 430 min -137.255 2 -70.84 25 -107.747 17 0 6 -969.721 17 409.731 16 431 M44 1 max 107.622 17 -45.48 23 137.007 20 -409.732 16 969.078 11 0 6 432 min -107.651 23 -70.84 25 -137.366 14 -637.56 25 -969.739 5 0 13 433 2 max 107.622 17 -45.48 23 137.007 20 -409.732 16 950.032 23 53.129 25 RISA-3D Version 13.0.1 Page 12 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[l...LC z Shear[l...LC Torque[lb-in] LC y-y Mom...LC z-z Moment[lb-in] LC 434 min -107.651 23 -70.84 25 -137.366 14 -637.56 25 -950.928 5 34.109 23 435 3 max 107.622 17 75.601 25 137.007 20 680.4 25 966.573 18 113.404 25 436 min -107.651 23 -60.72 3 -137.366 14 437.3 16 -959.638 12 72.827 23 437 4 max 92.177 24 75.601 25 123.826 2 680.4 25 901.436 18 56.703 25 438 min -92.171 18 48.55 23 -123.417 20 437.3 16 -893.742 24 36.413 23 439 5 max 92.177 24 75.601 25 123.826 2 680.4 25 836.299 18 .003 18 440 min -92.171 18 48.55 23 -123.417 20 437.3 16 -827.877 24 -.001 14 441 M45 1 max 123.634 20 -48.589 16 92.005 24 0 7 .012 23 0 8 442 min -123.649 2 -75.6 25 -92.924 6 0 17 -.021 12 0 5 443 2 max 123.634 20 -48.589 16 92.005 24 0 7 207.007 24 170.1 25 444 min -123.649 2 -75.6 25 -92.924 6 0 17 -209.078 6 109.325 16 445 3 max 123.634 20 -48.589 16 92.005 24 0 7 414.018 24 340.2 25 446 min -123.649 2 -75.6 25 -92.924 6 0 17 -418.157 6 218.65 16 447 4 max 123.634 20 -48.589 16 92.005 24 0 7 621.028 24 510.3 25 448 min -123.649 2 -75.6 25 -92.924 6 0 17 -627.235 6 327.975 16 449 5 max 123.634 20 -48.589 16 92.005 24 0 7 828.039 24 680.4 25 450 min -123.649 2 -75.6 25 -92.924 6 0 17 -836.313 6 437.3 16 451 M46 1 max 130.244 7 -53.989 16 95.854 12 0 2 .025 23 0 6 452 min -130.25 13 -84 25 -93.203 18 0 7 -.004 2 0 24 453 2 max 130.244 7 -53.989 16 95.854 12 0 2 215.689 12 189 25 454 min -130.25 13 -84 25 -93.203 18 0 7 -209.704 18 121.475 16 455 3 max 130.244 7 -53.989 16 95.854 12 0 2 431.361 12 378 25 456 min -130.25 13 -84 25 -93.203 18 0 7 -419.411 18 242.95 16 457 4 max 130.244 7 -53.989 16 95.854 12 0 2 647.033 12 567 25 458 min -130.25 13 -84 25 -93.203 18 0 7 -629.117 18 364.425 16 459 5 max 130.244 7 -53.989 16 95.854 12 0 2 862.706 12 756 25 460 min -130.25 13 -84 25 -93.203 18 0 7 -838.823 18 485.9 16 461 M47 1 max 94.262 6 -53.951 24 130.805 19 -485.9 16 862.646 12 0 12 462 min -94.38 12 -84 25 -129.298 1 -756 25 -838.809 6 0 21 463 2 max 94.262 6 -53.951 24 130.805 19 -485.9 16 791.801 12 62.999 25 464 min -94.38 12 -84 25 -129.298 1 -756 25 -766.025 6 40.463 24 465 3 max 107.668 23 60.72 2 136.751 14 -485.9 16 1083.302 6 125.998 25 466 min -107.625 17 -84 25 -137.574 8 -756 25 -1101.437 24 80.925 24 467 4 max 107.668 23 70.84 25 136.751 14 637.56 25 1014.325 6 53.131 25 468 min -107.625 17 45.482 23 -137.574 8 409.721 16 -1034.689 24 34.112 23 469 5 max 107.668 23 70.84 25 136.751 14 637.56 25 967.53 5 0 7 470 min -107.625 17 45.482 23 -137.574 8 409.721 16 -971.306 23 0 8 471 M48 1 max 137.23 8 -45.525 16 107.903 11 0 17 .013 24 0 2 472 min -137.235 2 -70.84 25 -107.504 5 0 25 -.016 19 0 8 473 2 max 137.23 8 -45.525 16 107.903 11 0 17 242.788 11 159.39 25 474 min -137.235 2 -70.84 25 -107.504 5 0 25 -241.885 5 102.43 16 475 3 max 137.23 8 -45.525 16 107.903 11 0 17 485.571 11 318.78 25 476 min -137.235 2 -70.84 25 -107.504 5 0 25 -483.768 5 204.861 16 477 4 max 137.23 8 -45.525 16 107.903 11 0 17 728.354 11 478.17 25 478 min -137.235 2 -70.84 25 -107.504 5 0 25 -725.651 5 307.291 16 479 5 max 137.23 8 -45.525 16 107.903 11 0 17 971.137 11 637.56 25 480 min -137.235 2 -70.84 25 -107.504 5 0 25 -967.535 5 409.722 16 Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-in] LC MY [lb-in] LC MZ [lb-in] LC 1 N1 max 4720.602 8 6588.463 6 2482.798 11 0 1 0 1 0 1 2 min -5881.38 12 -4091.567 24 -207.038 14 0 1 0 1 0 1 3 N3 max 2977.611 5 5940.298 10 3674.352 10 0 1 0 1 0 1 4 min -2327 10 -3430.454 16 -4822.365 5 0 1 0 1 0 1 5 N2 max 4430.348 7 6607.331 2 4910.753 9 0 1 0 1 0 1 RISA-3D Version 13.0.1 Page 13 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Company : APX Engineering Group, LLC Sept 20, 2017 Designer : M. Phillips Job Number : 17-0107.89 Checked By:_____ Model Name : JENBEACH - Antenna Mount Analysis Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-in] LC MY [lb-in] LC MZ [lb-in] LC 6 min -2126.02 4 -4078.736 20 -3877.837 4 0 1 0 1 0 1 7 Totals:max 8822.109 19 5016.673 25 7487.933 22 8 min -8822.506 1 3225.004 15 -7487.934 16 RISA-3D Version 13.0.1 Page 14 [T:\...\...\...\...\3C installation [2017]\JENBEACH - Antenna Mount.r3d] Page 1 of 1 Member Parameters: Material =(Member Steel Material Grade) Fy | Fu =ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag =in2 (Member Gross Area, AISC Chapter 1) t =in (Thickness of Member at Connection) b =in (Width of Connected Member Part) d, Bolt Ø = in (Nominal Bolt Diameter) Hole Ø = (Bolt Hole Diameter per AISC Table J3.3, Standard) N =Bolts (Number of Bolts, ASTM A325N) Shear (Bolt Shear Condition, Single = 1, Double = 2) le = in (Distance From Center of Bolt Hole to End of Member) g =in (Gage Distance) Pu =kips (Factored Member Axial Tension Force, per RISA-3D) Bolt Shear Vu =kips (MAX Bolt Shear, Double Sheared) vrn =kips (Available Bolt Shear Strength, AISC Table 7-1)Vu ≤vrn OK ◄ GOVERNS 20.9% Stressed Tensile Yielding in the Gross Section tPn =tFyAg =kips(AISC Eq. D2-1)Pu ≤tPn OK 5.5% Stressed Tensile Rupture on Net Effective Area be =in2 (Effective Edge Distance, AISC Fig. C-D5.1) tPn =tFu(2tbe) =kips (AISC Eq. D5-1)Pu ≤tPn OK 10.5% Stressed Shear Rupture on Effective Area a =in2 (Minimum End Distance, AISC D5.1) Asf =in2 (Area on Shear Failure Path, AISC D5.1) tPn =0.6FuAsf =kips (AISC Eq. D5-2)Pu ≤tPn OK 13% Stressed Bearing Strength lc =in (Clear Distance, AISC J3.10) Rn =(1.5l ctFu) ≤ (3.0d tFu) =kips ≤kips Pu ≤Rn OK 14% Stressed Thus, Rn =kips (AISC Eq. J3-6b) 0.75 Pu3.5 Face Member Connections In Accordance With AISC LRFD 14th Edition AT&T JENBEACH [FA# 10016793], 17-0107.89 M. Phillips, September 2017 APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 2L3.5X2.5X3/8 (LLBB) ASTM A36 36 58 4.24 7.5 35.8 137 1.09 53.5 71.4 1.09 2.20 57.5 1.09 53.5 73.4 2 7.5 0.75 0.8125 in 1 2 1.5 b le g Page 1 of 1 Member Parameters: Material =(Member Steel Material Grade) Fy | Fu =ksi (Member Yield and Tensile Strength, AISC Table 2-4) Ag =in2 (Member Gross Area, AISC Chapter 1) t =in (Thickness of Member at Connection) b =in (Width of Connected Member Part) d, Bolt Ø = in (Nominal Bolt Diameter) Hole Ø = (Bolt Hole Diameter per AISC Table J3.3, Standard) N =Bolts (Number of Bolts, ASTM A325N) Shear (Bolt Shear Condition, Single = 1, Double = 2) le = in (Distance From Center of Bolt Hole to End of Member) g =in (Gage Distance) Pu =kips (Factored Member Axial Tension Force, per RISA-3D) Bolt Shear Vu =kips (MAX Bolt Shear, Single Sheared) vrn =kips (Available Bolt Shear Strength, AISC Table 7-1)Vu ≤vrn OK 43.6% Stressed Tensile Yielding in the Gross Section tPn =tFyAg =kips(AISC Eq. D2-1)Pu ≤tPn OK 14.2% Stressed Tensile Rupture on Net Effective Area be =in2 (Effective Edge Distance, AISC Fig. C-D5.1) tPn =tFu(2tbe) =kips (AISC Eq. D5-1)Pu ≤tPn OK 32.8% Stressed Shear Rupture on Effective Area a =in2 (Minimum End Distance, AISC D5.1) Asf =in2 (Area on Shear Failure Path, AISC D5.1) tPn =0.6FuAsf =kips (AISC Eq. D5-2)Pu ≤tPn OK 40.7% Stressed Bearing Strength lc =in (Clear Distance, AISC J3.10) Rn =(1.5l ctFu) ≤ (3.0d tFu) =kips ≤kips Pu ≤Rn OK ◄ GOVERNS 43.7% Stressed Thus, Rn =kips (AISC Eq. J3-6b) Pu3.5 Brace Member Connections In Accordance With AISC LRFD 14th Edition AT&T JENBEACH [FA# 10016793], 17-0107.89 M. Phillips, September 2017 APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 L3.5X3.5X1/4 2 ASTM A36 36 58 1.7 0.25 0.75 0.8125 in 1 1 1.5 7.8 7.8 17.8 17.9 55 1.09 23.8 1.09 0.73 19.2 1.09 17.8 24.5 b le g Page 1 of 1 Thru-Bolts at Penthouse Roof Deck Bolts Tu = lbs (MAX Tension Reaction per RISA-3D, Factored)(TYP.) N = 4 (Numbers of Bolts in Tension)T TMax = Tu / N (MAX Tension per Bolt)Existing = lbs per Bolt V Roof Deck Vu = lbs (MAX Shear Reaction per RISA-3D, Factored) n = 4 (Numbers of Bolts in Shear) VMax = Vu / n (MAX Shear per Bolt) = lbs per Bolt Tn = lbs (Bolt Design Tensile Strength, AISC Eq. J3-1)*Generic Sketch Vn = lbs (Bolt Design Shear Strength, AISC Eq. J3-1) f rv = psi (Bolt Required Shear Stress, AISC J3.7) F'nt = 1.3Fnt - (Fnt/Fnv)f rv ≤Fnt =(Modified Nominal Tensile Stress, AISC Eq. J3-3a) =psi Rn = lbs (Bolt Available Tensile Strength, AISC Eq. J3-2) TMax ≤Rn OK 16% Stressed in Tension, 49.8% Stressed in Shear, 19.9% Stressed Combined Bolts at LOCATION Tu = lbs (MAX Tension Reaction per RISA-3D, Factored) N = 4 (Numbers of Bolts in Tension) TMax = Tu / N (MAX Tension per Bolt) = lbs per Bolt Vu = lbs (MAX Shear Reaction per RISA-3D, Factored) n = 4 (Numbers of Bolts in Shear) VMax = Vu / n (MAX Shear per Bolt) = lbs per Bolt Tn = lbs (Bolt Design Tensile Strength, AISC Eq. J3-1) Vn = lbs (Bolt Design Shear Strength, AISC Eq. J3-1) f rv = psi (Bolt Required Shear Stress, AISC J3.7) F'nt = 1.3Fnt - (Fnt/Fnv)f rv ≤Fnt =(Modified Nominal Tensile Stress, AISC Eq. J3-3a) =psi Rn = lbs (Bolt Available Tensile Strength, AISC Eq. J3-2) TMax >Rn FAILURE 452707393683.6% Stressed in Tension, 1414710605261.3% Stressed in Shear, -32% Stressed Combined 8,000 15,000 4,774,648,293 1 psi NOT USED -10,610,329,538 -6,250 2,000 3,750 0 0 9,756 3,844 34,871 5,135 43,500 psi 6,406 Anchorage Capacity Calculations In Accordance With AISC LRFD 14th Edition AT&T JENBEACH [FA# 10016793], 17-0107.89 M. Phillips, September 2017 APX Engineering Group, LLC 3400 Lakeside Drive, #525, Miramar, FL 33027 4,092 1,023 7,662 1,915 ASTM A36, 1/2" Ø