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,iT a_J 2818 Cypress Ridge Blvd., Suite 110 USA Wesley Chapel, FL 33544 / ENGINEERINwww sa-ngin www. usa-engineering.com ^ ST. OPY Date: May 9, 2018 t C Subject: Antenna Mount Analys R smartlink l o Carrier Designation: AT&T IMPROVEMENT- LTE 2C Katie Lebovitz Project Manager Smartlink (407) 697-6094 Dear Ms. Lebovitz, Carrier Site Number: JAISLAND_10016809 SC Site Data: ' 3100 NORTH A1A, FORT PIERCE, FL 34949 �f %/4b Latitude: 27.4905944° , Longitude:-80.2982944° NC 153'-5" - Rooftop G 157' -Antenna Rad Center (Antenna Pipe Mount) . O721 USA Engineering, Inc. is pleased to submit this "Antenna Mount Analysis" to determine the structural integrity of the above referenced structure to resist the proposed loading(s) as specified within this report. THE ANALYSIS HAS BEEN PERFORMED FOR THE FOLLOWING CRITERIA: Applicable Codes: Florida Building Code-2017 (61^ Edition) ASCE-7-10 I TIA-222-G Addendum-2 Wind Speed: Vult = 161 mph (3 Second Gust) I Vasd = 125 mph (3 Second Gust) Exposure Category: D Risk Category: II 1 Radial Ice Thickness: 0.0" Importance Factor: 1.0 Topographic Category: I I Seismic Response: N/A Based on our analysis, we have determined the stress levels of f the mount system, under the following loads case, to be as follows: LOAD CASE(S) ULTIMATE SERVICEABILITY CRITERION CRITERION [LC1: AT&T IMPROVEMENT —LTE2C Sufficient ✓ Sufficient ✓ ' Capacity Capacity The existing tower platform, arms and/or other aspects of the mounting material will support the AT&T proposed loading. This analysis assumes the proposed and/or relocated RRUs are installed behind the antennas in a back-to-back configuration. We at USA Engineering appreciate the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects please give us a call. Submitted by: a N%t.1A� 111111 Nicole Hoffman, El Structural Project Manager F' 0'•, STATE OF 4U T•,c �S10N A� rEN�� Mohammad Khawaja, MCE, PE Director of Structural Engineering FL PE No: 80508 COA No: 31705 it 1 /� 2818 Cypress Ridge Blvd., Suite 110 USA Wesley Chapel, FL 33544 0365 SIENGINEERING www. sa-ngin www. usa-engineering.com Table of Contents 1) Analysis Procedure a. TABLE 1.1 - LC1: Appurtenance Loading on Tower 2) Antenna Mount Analysis Results a. TABLE 2.1 - LC1: Existing Alpha/Gamma Mount Analysis Results b. TABLE 2.2 - LC1: Existing Beta Mount Analysis Results 3) Supporting Documentation 4) Assumptions 5) Antenna Mount Mapping Pictures 6) ATC Wind Speed 7) Existing Alpha/Gamma Mount Calculations a. Wind on Appurtenances b. RISA Sketches c. RISA Summary 8) Existing Beta Mount Calculations a. Wind on Appurtenances b. RISA Sketches c. RISA Summary 0 Submitted by: D 1O1 °jJ.I - - -' - - No 80508 =9 . STATE OF _'� ���`� Nicole Hoffman, El Mohammad Khawaja, MCE, PE Structural Project Manager Director of Structural Engineering ` FL PE No: 80508 COA No: 31705 IUSA ENGINEERING 2818 Cypress Ridge Blvd., Suite 110 Wesley Chapel, FL 33544 (813)994-0365 www, usa-engineering.com 1) Analysis Procedure A three-dimensional model and rigorous analysis was created using RISA 3-D (version 16.0.3), a commercially available analysis software package. The stress levels of structural members for the loading case(s) as listed below were calculated as required by the above referencgd codes. TABLE 1.1 LC1: Appurtenance Loading on Tower ' Elev. Status Carrier Appurtenance Description 157' Final AT&T (3)- Andrew SBNHH-1 D85B 157' Final AT&T (3)- Kathrein 742-265 157' Final AT&T (6)- E15S091356 TMA 157' Final AT&T (3)-4415B25 157' Final AT&T (3)- DC2-48-60-0-9E LC1: AT&T IMPROVEMENT'—LTE2C 2) Antenna Mount Analysis Results TABLE 2.1 — LC1: Existing Alpha/Gamma Mount Anal' sis Results Limit State Member _. - Result Pass/Fail ` Ultimate Antenna Pipe F Demand/Capacity : 90% < 100% Pass ✓ Serviceability Antenna Pipe Uy' : 396 > 90 ; 23% < 100% Pass ✓ RATING 90% Pass ✓ 1- Lly :Member LengthNertical Deflection TABLE 2.2 — LC1: Existing Beta Mount Analysis Results, .Limit State Member Result Pass/Fail Ultimate Antenna Pipe Demand/Capacity : 92% < 100% Pass ✓ Serviceability AnPipe Uyl : 210 > 90 ; 43% < 100% Pass ✓ RATING 92% Pass ✓ 1- Lly : Member Length/Ver ical Deflection e h, /� 2818 Cypress Ridge Blvd., Suite 110 USA Wesley Chapel, FL 33544 0365 ENGINEERING www. sa-ngin www. usa-engineering.com Antenna Mount Mapping Pictures n /IUSA ENGINEERING t Beta Sector e 2818 Cypress Ridge Blvd., Suite 110 Wesley Chapel, FL 33544 (813)994-0365 www.usa-engineering.com --- - - ^� / ��10 moHazards by Location AThis |aobeta release of the new ATC'Mazardnby Location wabsite.Please contact oowith feedback. , AUC Hazards bvLocation Search Information Coordinates: e7.4905944,`80.29829*4 nmeotump: 2018'05'07T1e36:33u69z Hazard Type: vvioo Mgp Results Text Results ASCE 7-16 Mm10-Y*a � ' ' ' , � --� .� ' �� 80mpx MR125-Y»ur '---— -- ----------- --- ----- ---- ---- --- ---- ---- ------- 107mpx MR/so*»ur 120mnh Mn|1oo-Yeur ---------- --- '� '—r ------- --------------- -_—'-'---------- ------------ ---------------- A13lmph You are In a wind-borne debris region If you are also within 1 mile of the coastal mean high water line. Risk Category | .' '-� _^ _—- '------- --- - '----- A148mph You are Inowind-borne debris region. ou are In a Yidnd-bome debris region. RiskCategory m------- -- — ---, '------------- -------------------------- ------------------------------------------- Ai7Jmph If the structure under consideration Is a healthcare facility, you are In a wind-borne debris region. If other occupancy, use the Risk Category 11 basic wind speed contours »odetermine Ifyou ammowind-borne debris region. _� -'----_-- --' _ Risk Category m ------ ------- ------------- -------- '' '-A 184mph You mnmawind-borne dandoregion. ' ASCE 7-10 ^ ma|1o**u, � . - ---- ------ _ 88mnh Mm25-Y°a, -- _- 107mnh Mmso-Ypa - —' - ------------ '' ------------- ------- —--- --- ------- ---- -- —. 120mpo t 5/7/2018 ATC Hazards by Location MRI 100-Year - .. - -- - ------ - -- A 131 mph You are In a wind-borne debris region if you are also within 1 mile of the coastal mean high water line. Risk Category I _ ---- --- --- --- --- -- - -- ----- - - - -- A 148 mph You are in a wind-borne debris region. Risk Category II _ -. - -- -- - - - - - - A 161 mph You are In a wind-borne debris region. Risk Category III -IV _ . - --- - -- . - - - -.- A 172 mph If thestructureunder consideration is a healthcare facility, you are In a wind-bome debris region. If other occupancy, use the Risk Category II basic wind _ speed contours to determine if you are in a wind-borne debris region. ASCE 7-05 Wind Speed _ _. .._ ... ..___ . _ _. _ ---------- .. __. ------ A 142 mph You are In a wind-borne debris region. The results indicated here DO NOT reflect any state orlocal amendments to the values orany delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction beforeproceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, Islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it Is considered to be within a wind-borne debris region. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitude/longitude location in the report. J https:/Ihazards.atmuncii.org/#/wind71at=27.4905944&ing=80.2982944&address= 2/2 e l Wind on Annurtenannes(TIA-222-Rev G1 Site::JwstANu'1mmmA / N' t/ (G)pe0. (Ghhr, tarrerMe:.= AcWt��z➢. G0: 10e ➢95 USA ENGINEERING "g.hn:(M)anepde. e.auppoM1 s ): n (nl. nel9m IeWCW a mesa{ N/aXera Gbtm9sl: 163 J It I: IPP =9 9M :p his Nz maa 201 ' NE: J55 Hu=mClass illorllftpW ly=I ID' _ II UpmrsCategory. 6 c rD (FLMtetYxC): D 1y r (N.PGLelevaem Ma rHew rta. - - In, Topop PN CBkpery. l3 fA 8 (R hn,., 51): 1 H (n), hlllhl eehra re umaundnp I..: 2 gMFGLalhebaseofna bu m - \ p M NxT 1P7/ 1 v{mpnl: DOLC Who Speea, Ssecchdge9:• y e0A0268 c,I mVM I{es0 1 '.68.Bi Denflom o,remal) • Nevi Ekmenl Height Ilnl a..t Wen Dlam(In) Flaler R rd IF er In W aapmf bio MR) • c Color en. (Motl MW. Ca Chun farAR... GNMpq EPAMr.. element ee n-) EPA(a0.a1•CBM Tad ilaum{ L(br IwJD 'elev) 'Fe a- 0-,tr v✓p SBM➢NDBSD nu, 1 ]d.n 11,9 F 1.. � ..1J � 1.36 Ile !"d5k°.� 820t 820 ErpoeeEYpiPo nawR F 1, 2].1 2A R 1�. ,. -.1w 311 0.86 '08k b,23`..= 053. h" O'S3i 6Dx 67&.he466 -BIDQ F �IA +�>,0dd ti61' 151� Expo¢eEiplpe emun[ 616E I '1 Ad SB.O 2A 3A R I00' «. 9DGb. At 1.0 1x0 Lgl`na ia] ]r21 ]:xf dR Pmltltll a.Ml,re, _ "k.. OR 268 fliONi. T )SA 101 F 1{00 v.2;u" 1:41 191 p'8)' j] i}9fi T.01 EapamESppemaml FR6M 1: 20b xA R 1.W.- `a SBn gl 0:09 Doe 4i9'a. ntl$9- -].a9 ].BB -_w0:. 793365 SIDE 1 7A1 SS k 'G00. rn. s15]y L02 162 ,"¢"e8",'"948 -486 EvpoxOYdm lmcnl SIOE '1 W.0 24 R 1,00 31 1.20 I"ZG 19& I' -lg2 0,80 '800 383=. Pmlllen l-RRU9- ' 991E145erpmeEEFRD 1 14M 59 F 't 7 318 t21 121 7t,;7 oc$ F Ofi0 O.bO 40! n <HSfixS erpozeE° In. 1 19.96 13.19 F 100.., ..Y ml3 1.20 120 IM 'i 1@9' 1._ed 1:69, 97, P dent.TMA R_. fDB 8.4 F 100 0.E159P8t ' t<9Y 9:98t1a81 Ban ' E15309PS6 SIDE F 8.3 39 F 1.W: 494 tA' 124 B17' I017' 'O ta' O13 1. De3arlptlm(aptlmd) •Em✓H(fronra9W)Imm •row.• Wind B.O. I, FRDNT 30 torte Fa 10s) B• B• 0... 45 W SIDE Memhr Nllal -MENM1 IRIwM 2a5_ _ 5 R 'UOL NeaNtl 1 Dlame@r' dish (6y--. DIIO Typo: PI PR I=810 Mea Co Fa 00a1 Wma Lee., Ware LaeNp 1 er1 5'82018 zn. / (USA ENGINEERING Existing Alpha/Gamma 2818 Cypress Ridge Blvd., Suite 110 Wesley Chapel, FL 33544 (813)994-0365 www.usa-bngineering.com Mount Calculations Code Check Env) Na Cal 11.0 31 90-1.0 .7& w .50..75 0.-.50 Envelope Only Solution USA Engineering, Inc. SK - 1 Nicole Hoffman, El Alpha/Gamma Mount May 8, 2018 at 2:57 PM JAISLAND 10016809 Alpha -Gamma Mount.r8d Y rz, Envelope Only Solution USA Engineering, Inc. Nicole Hoffman, El JAISLAND 10016809 4 Alpha/Gamma Mount SK-2 May 8, 2018 at 2:58 PM Alpha -Gamma MountAd Envelope Only Solution USA Engineering, Inc. • Nicole Hoffman, El JAISLAND 10016809 Alpha/Gamma Mount SK-3 May 8, 2018 at 2:58 PM Alpha -Gamma Mount.r3d Member Length (in) Displayed Envelope Only Solution USA Engineering, Inc. Nicole Hoffman, El JAISLAND 10016809 Alpha/Gamma Mount SK-4 May 8, 2018 at 2:58 PM Alpha -Gamma Mount.r3d Company USA Engineering, Iqc. May 8, 2018 • '11R'VA Designer Nicole Hoffman, El 2:58 RM Job Number JAISLAND_100 6809 Ch ck dBy:_ „�,�„❑s�„x,,,,,�. Model Name Alpha/Gamma Mount (Global) Model 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 Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh inA2 144 Mer a Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes. Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/secA2 386.4 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver ' S arse Accelerated D namic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD _ Adjust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Cold Formed Steel Code AISI NAS-04: LRFD Wood Code AF&PA NDS-05/08: ASD Wood Tem erature ' < 10OF Concrete Code ACI 318-11 Masonry Code ACI 530-08: ASD Aluminum Code AA ADM1-05: ASD - Building AISG 14th(36U-1U): LHFU Number of Shear Regions 4 Region Spacing Increment Onj 4 Biaxial Column Method Exact Integration Parme Beta Factor, PCA .65 % Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diann. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 16.0.3 [TA ... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 1 Company USA Engineering, Inc. May 8, 18 111RISA Des' Hoffman, El 2:58 PM Job ber JASILAND_100 6809 Che k dOBy:_ A rv[urua�ee eWMW Model Name Alpha/Gamma Mount (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation in Not Entered ' Add Base Weight? Yes ' Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat 1 or II Drift Cat Other mz 1 mX 1 dZ 1 dX 1 Rho Z 1 Rho X 1 Joint Coordinates and Temperatures I ahcl x rinl Y rinl 7 rinl Temn TR Detach From Dianhraam 1 N1 0 0 0 0 2 N2 0 57 0 0 3 N3 0 12 0 0 4 N4 0 51 0 0 5 N5 0 12 6 0 6 N6 0 '51 6 0 7 N7 0 6 6 0 8 N8 0 102 6 0 9 N9 0 21 0 0 10 N10 0 48 0 0 11 N11 0 21 -6 0 12 N12 0 48 -6 0 13 N13 0 6 -6 0 14' N14 0 78 -6 0 15 N15 48 0 0 0 16 N16 48 57 0 0 17 N17 48 12 0 0 18 N18 48q-1 0' 0 19 N19 48 6 0 =20-=-- ----N20 - -- - 48------6- � -0 _ —------_= 21 N21 48 6 0 22 N22 48 6 0 Joint Boundary Conditions RISA-3D Version 16.0.3 [TA ... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 2 Company USA Enginee(ing, Inc. May 8, 18 '' Des' Nice 1 R ISA Job ber JAISLAND_100 6809 Che k dOBy:_ .1 ME T6G@F coWAW Model Name Alpha/Gamma Mount Hot Rolled Steel Properties Il......Ih.rL/pGM Viel,irLcil Dv GdLcil DI 1 A36 Gr.36 - r,-R29000 29000 11154 .65 .49 36 1.5 58 1.2 11154 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .65 .49 50 1.1 65 1.1 4 A500 Gc42 29000 11154 E.3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .65 .49 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .65 49 35 1.6 60 1.2 Member Primary Data I -. -' I Inlnf I Inln+ V Inin+DMa+./A C.Minn/CFan. T,n. n.cinn I ie+ 11�af.rial n.cinn Rule 1 M1 N2 N1 PIPE 4.0 Beam Pie A53 Gr.B T ical 2 POSITION_1 N8 N7 PIPE 2.0 Beam Pie A 3 Gr.B T ical 3 POSITION-1_ . N14 N13 PIPE 2.0 Beam Pie A53 Gr.B T ical 4 M4 N16 N15 PIPE 4.0 Beam Pie A53 Gr.B T ical 5 POSITION-4 N22 N21 PIPE 2.0 Beam Pie A53 Gr.B T ical 6 M6 N6 N4 RIGID None None IGID 7 M7 N5 N3 RIGID None None RIGID T ical 8 M8 N10 N12 RIGID None None RIGID ' I 9 M9 N9 N11 RIGID None None RIGID al 10 w-0 N20 N18 RIGID N e n RI ID I 11 M11 N19 N17 RIGID I None I None I RIGID I Tvnicall Member Advanced Data I nF.I I D-1-- I D.I.an. I nna.+ni l I nife.+rin1 T1r n.k, DFvcinnl Gmlveie 1-a h. C.iemin n.einn Hot Rolled Steel Design Parameters I ahel Shane I ennthnnl I hwrinl Lhzzrinl I_rmmn tnnrinlLr mn hntrinl L-tnm._ Kw K77 Ch Funrtinn -- 1 M1 PIPE 4.0 57 Lb Lateral 2 POSITION_1 PIPE 2.0 96 Lb Lateral 3 POSITION_. pip2.0 72 Lb Lateral -4- -- M4 --- = IPE- 4-0 =_ 7-- - - . - - Lb - - - - - - - -_ .. Lateral -5 POSITION=4 pIPE 2.0 98 Lb Lateral Basic Load Cases ' RI C fl.errinfinn Camnnv V f:rov 7 (:ray .loin} Pninf rlictrihut ArealMem SurfarefPlataMlalll 1 DEAD LOAD DL -1 6 2 LIVE LOAD Lv LL 3 WIND FRONT WLZ 6 3 4 WIND SIDE WLX I 1 1 6 1 $ 5 Wind Front @ 30 ... WLZI 1 1 6 1 3 RISA-3D Version 16.0.3 [TA ... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 3 Company USA Engineering, Inc. May 8, 2018 I11 Des Nice Hoffman, El 2:68 PM RISA Job Ne umber : JAISLAND_10016809 Checked By:_ axru•iuerKum�asry Model Name Alpha/Gamma Mount Load Combinations c.J on co G Cn G Cn C 0. C =n C Co Q =e n Ce n C� Q C. R Cn ® . • . • • . • • �©moo®������©o■�■��i�i��■� m . • ■ • • . . • �D�O����S����00��0®���� RISA-3D Version 16.0.3 [TA ... \...\... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 4 a • '''RISA Hoffman, El 2:58 PM Job NDesu Number A SILAND 100 6809 Checked By:_ ^f+EM I=HG c°ut•. 1 Model Name Alpha/Gamma Mount Load Combinations (Continued) m 1 • . • . .• . . • �®.o......®©moo®..: ®.... Joint Loads and Enforced Displacements Joint Label L.D.M Direction Ma nitud k - io sad ' ^ /in k•s... No Data to Print ... Member Point Loads (BLC 1 : DEAD LOAD) nnnrohn.l �hnl ni—C— Irinnnihidur4 4_ql I nrafinnrin 0/1 1 POSITION 1 Y -.03 %10 2 POSITION 4 Y -.03 %10 3 POSITION 1 Y -.03 %70 4 POSITION 4 Y -.03 %70 . 5 POSITION 1 RRUS Y -.06 %30 6 POSITION 4 Y 03 °a 0 Member Point Loads (BLC 3: WIND FRONT) nner..k— I nhe1 ni—M!— I nrafinnrin om 1 POSITION 1 Z -.251 %10 2 POSITION 4 Z -.233 %10 3 POSITION 1 Z -.251 %70 4 POSITION 4 Z -.233 %70 5 POSITION 1 RRUS Z -.04 %30 6 POSITION 4 Z -.088 ° Member Point Loads (BLC 4: WIND SIDE) March— 1 ahal nir.Hinn Mannifudcr4 4_ffl I nralinnrin o/1 1 POSITION 1 X -.216 %10 2 POSITION 4 X -.194 %10 3 POSITION 1 X -.216 %70 4 POSITION 4 _ X -.194' %70 5 POSITION 1 RRUS X -.097 %30 6 POSITION 4 X 101 %60 Member Point Loads (BLC 5: Wind Front (d 30 mph) Onnrnh— I �hnl nimHinn Mannilurlor4 4_fll I nralinnrin 0/1 1 POSITION 1 Z -.015 %lb 2 POSITION 4 Z -.013 %10 _3 _ _ - POSITION 1__ _ Z —, = .015 - - %70 -A -POSITION- --- POSITION-4 -Z - '.013 %70 5 POSITION 1 RRUS Z -.002 %30 6 POSITION 4 Z -.005 °0 0 Member Point Loads (BLC 6: Wind Side 0, 30 mph) 11nnn k— I . f n;—r inn Inannih rrinr4 L w I nralinnrin 0%1 1 I POSITION 1 X -.013 %10 2 1 POSITION 4 X --Oil %10 3 POSITION 1 X 13 %70 4 POSITION 4 X ° RISA-31D Version 16.0.3 [T:\... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 5 Company ',^'S /� Designer K H Jab Number A 11D.117 C.ER CO&-AW Model Name USA Engineering, Inc. Nicole Hoffman, El JAISLAND10016809 m_ Alpha/Gama Mount Member Point Loads (BLC 6: Wind Side (ab, 30 mph) (Continued) May 8, 2018 2:58 PM Checked By:_ Member Distributed Loads (BLC 3: WIND FRONT) ... -I ..krl A-r,m C L..n CrA 11AnnnllurinrL/N C Lril Cled I nre Cnrf 1 nrafinnrin 1 M1 PZ -.027 -.027 0 0 2 M4 PZ 1 -.027 1 -.027 0 1 0 3 1 POSITION 1 RRUS I PZ 1 -.014 1 -.014 0 1 0 Member Distributed Loads (BLC 4: WIND SIDE) RA-hnr I o4.l rllrorflnn Rf.A KA n it.,H.rk/e F kefl FnA F kefl RtnO I nrn Fnrl I nrafinnrin 1 M1 PX -.027 -.027 0 0 2 M4 I PX -.027 1 -.027 1 0 0 3 1 POSITION 1 RRUS I PX 1 •-.014 1 -.014' 1 0 0 Member Distributed Loads (BLC 5: Wind Front ta7 30 mph) F M...kr• 1'knl rl -N- Q.'N Mnnnil.'AnlL/H C Lcn mnA AAnnnilnAnrL/N C Lrn Clnd I nre CnA I nrafinnrin 1 M1 PZ -.002 -.002 0 0 2 M4I PZ I ' -.002 1 -.002 0 11 0 3 1 POSITION 1 RRUS I PZ 1 -.000811 1 -.000811 0 1 0 Member Distributed Loads (BLC 6: Wind Side (d 30 mph) 11A.mhcr I ahel rlirarfinn Rfart Mannit... wk/ff F kcfl Fnd Manni ...Wk/e F kefl Rfarf I nra Fnd I nrafinnrin 1 i M1 PX 1 -.002 1 -.002 1 0 1 0 2 M4 PX -.002 1 -.002 1 0 1 0 3 1 POSITION 1 RRUS PX -.000811 -.000811 1 0 1 0 Member Area Loads JointA Joint B Joint C Joint D Direction Distribution Magnitude[ksfl No Data to Print... Envelope Joint Reactions Jninf x rkl I (. V rkl 1 C 7 rkl 1 C MY rk-$1 I C My rk-ftl I C M7 rk-ftl I (: 1 N1 max 1.186 22 .303 2 1.207 19ft5.527 .201 22 5.36 16 2 min -1.186 28 .195 19 -1.207 25 201 28 -5.36 103 N15 max .842 10 .232 2 1.091 7 .318 10 3.842 14 min -.842 16 .149 19 -1.091 25 -.318 16 -3 2 10 5 Totals: max 2.028 22 .535 2 2.298 7 6 min -2.028 28 .344 19 -2.298 25 Envelope Member Section Deflections Strenath AA-K- Cnr v rinl I rt 11 rinl I (: v rinl I(. v Rnfafa 1 c (nl I N' R I f: (nl I b' R I C - 1 M1 1 max .002 17 .419 10 .293 7 5.717e-04 221 NC I NC 1 2 min -.001 25 - 419 16 -.2 1 5.717e-o 8 1 3 2 max .001 7 .266 10 .21 7 4.657e-04 22 NC I NC 1 4 min -.001 25 -.266 16 -.2 1 .657e-0 214.135 1 5 3 max 0 7 .134 10 .121 7 3.233e-04 22 NC 1 NC 1 6 min 0 25 -.134 16 -.121 13 3.233e-o 2E 424,515471.577 7 7 4 max 0 7 .039 10 .039 7 2.05te-o4 10 NC 1 NC 1 RISA-31D Version 16.0.3 [T:\... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 6 Company USA Engineering, Inc. May 8, 18 r ' INn Hoffman, El 2:58 PM 11 R ISA Job ber JA SILAND100 6809 Ch ck dOBy:_ _ a.ctsc�r. cr,uar:,, Model Name Alpha/Gamma Mount _. Envelope Member Section Deflections Strength (Continued) 8 1 min 0 • 25 -.039 1161 -.039 13 2.051 e-01 16 1479.641 1Q 1445.793 13 9 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 10 min 0 1 0 1 0 1 0 1 NC 1 NC 1 11 POSITION_1 1 max .033 13 1.6r 7 10 1.437 7 5.717e-04 22 NC 1 NC 1 12 min -.033 19 -1.677 16 -1.436 13 5.717e-0 28 NC 1 NC 1 13 2 max .033 13 .935 10 .742 7 5.717e-04 22 NC 1 NC 1 14 min -.033 19 -.935 16 -.741 13 5.717e-0 28 296.946 1 285.743 13 15 3 max .033 13 .394 10 .281 7 5.717e-04 22 NC 1 NC 1 16 min -.033 19 -,394 . 16 -.28 13 5.717e-o 2g 21 .565 10 219.047 13 17 4 max .03 1131 .155 10 .136 7 3.665e-04 22 1 NC I NC 1 18 I min -.03 19 -.155 16 -.136 13 3.665e-0 28 359.726 10 427.0 1 19 1 5 max .027 13 .003 10 .002 7 1.906e-04 22 NC 1 NC 1 20 1 min -.027 19 -.003 16 -.002 13 -1.906e-Oi 28 NC 1 NC 1 21 POSITION_.. 1 max .037 7 .6ra3 10 .434 7 5.181e-04 22 NC 1 NC 1 22 min -.036 25 -.663 16 -.433 13 5.181e-0 28 NC 1 NC 1 23 2 max .037 7 .453 10 .316 7 5.181e-04 22 NC 1 INC 1 24 min -.036 25 -.453 - 16 -.315 13,-5.18le-01 28 1884.279 10 NC 1 25 3 max .036 7 .256 10 .205 7 4.582e-04 22 NC 1 1 NC 1 26 imin -.036 125 - 256 16 -.205 13 .582e-0 28 1118.736 10 NC 1 27 4 max .035 7 .098 10 .093 7 2.783e-04 10 NC 1 NC 1 28 min -.035 25 -.098 16 -.093 13 2.783e-o 16 1405.476 10 9493.949 13 29 5 max .035 7 .022 16 .01 25 2.484e-04 10 NC 1 NC 1 30 min -.035 25 -.022 10 -.01 7 2.484e-0 16 NC 1 NC 1 31 M4 1 max .002 7 .309 10 .264 19 9.462e-04 10 NC 1 NC 1 32 min -.002 25 -.369 16 -.271 13 9.462e- 16 184.451 10 210.352 13 33 2 max .002 7 .194 10 .187 19 8.1e-04 10 NC 1 NC 1 34 min -.002 25 -.194 16 -.191 13 -8.1e-04 16 293.733 10 298.378, 13 35 3 max 0 7 .097 10 .106 19 5.747e-04 10 NC 1 NC 1 36 min 0 25 -.097 16 -.108 13 5.747e-0 16 590.177 2 37 4 max 0 7 .028 10 .035 19 3.394e-04 10 NC 1 N 1 38 min 0 25 -.028 16 -.036 13 3.394e-0 16 2063.643 j 1590.875 13 39 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 40 min 0 1 0 1 0 0 1 41 POSITION_4 1 max .031 13 1.369 10 1.324 19 9.462e-o4 10 NC 1 N 42 min -.03 19 -1.369 16 -1.338 13 9.462e-o 16 NC 1 NC 1 43 2 max .031 13 .741 10 .68 19 9.462e-04 10 NC 1 44 min -.03 19 -.741 16 -.69 13 9.462e-0 16 335.147 13 45 3 max .031 13 .294 10 .253 19 9.462e-04 10 NC 1 46 min -.03 19 -.294 16 -.259 13 9.462e-0 16 244.785 1 47 4 max .027 13 .115 10 .122 19 5.994e-04 10 NC %36353 1 48 min -.027 19 -.115 16 -.124 13 5.994e-0 16 41 06149 5 max .025 13 .003 10 .002 7 3.023e-04 10 C 1 50 min -.024 19 -.003 16 -.002 13 3.023e-0 16 N 51 M6 1 max.259 7 .033 19 .357 16N093e-02 0216 NC 52 min -.258 13 -.033 13 -.357 10o 10 NC 1 NC 1 53 2 max .259 7 .024 19 .356 160216 NC NC 54 min -258 13 -.024 13 -.356 10o 10 NC NC 1 55 3 max .259 7 .016 19 .355 160216 NC 1 NC 1 56 min -.258 13 -.016 13 -.355 10-0 10 NC 1 NC 1 57 4 max .259 7 .007 19 .355 160216 NC 1 NC 1 58 min -.258 13 -.007 13 -.355 10-0 10 NC 1 NC 1 59 5 max .259 7 .001 25 .354 16.0216NN 1 NC 1 60 min -.258 13 -.002 7 -.354 10 1.093e-o 101 NC 61 M7 1 max .029 7 .027 19 .029 16 4.345e-03 161 NC 1 62 min -.029 13 -.027 13 -.029 10 .345e-0 101 N63 2 max .029 7 .02 19 .029 16 4.345e-03 161 NC 164 min -.029 13 02 13 -.029 10 .345e-o 10 RISA-3D Version 16.0.3 [TA ... \... \... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 7 1 Company USA Engineering, Inc. May 8, 2018 • I' icole Hoffman, El 2:58 PM J/AISLAND_10016809 1 RISA Job Number Checked By:_ n,turlschce ecuevrv,r Model Name Alpha/Gamma Mount Envelope Member Section Deflections Strength (Continued) ruln,.,hnr Cnr v rini I r ,, rinl I C o rmi I r r PM.f. I r 10) I A,' P I r 1o) I /v' P I r 65 1 3 max .029 17 .013 19 .028 16 4.345e-03 161 NC 1 NC 1 66 min -.029 13 -.014 13 -.028 10 .345e-0 10 NC 1 NC _ 1 67 4 max .029 7 .007 19 .028 16 4.345e-03 16 NC 1 NC 1 68 min -.029 13 -.007 13 -.028 10 .345e-o 10 NC 1 NC 1 69 5 max .029 7 0 .19 .028 16 4.345e-03 16 NC 1 NC 1 70 min -:029 13 0 2 -.028 10 -4.346e-ol 10 NC 1 NC 1 71 M8 1 max .241 7 .001 25 .321 16 1.069e-02 16 NC 1 NC 1 72 min -.241 13 -.002 7 -.32 1 1.069e-0 73 2 max .241 7 .01 25 .32 161.069e-0216 NC 1 NC 1 74 min -.241 113 -.01 7 -.32-10 1.069e-0 10 NC 1 N 75 3 max .241 7 .019 25 .32 16 1.069e-02 16 NC 1 NC 1 76 min -.241 13 -.019 7 -.32 10 1.069e-0 NC 1 INC 1 77 4 max .241 7 .028 25 .319 16 1.069e-02 -M 16 NC 1 NC 1 78 min -.241 13 -.028 7 -.319 10 1`.069e-0 10 NC 1 NC 1 79 5 max .241 7 .036 25 .318 16 1.069e-02 16 NC 1 NC 1 80 min -.241 13 -.037 7 -.318 10 1:069e-0 10 NC 1 NC 1 81 M9 1 max .076 7 0 25 .078 16 6.66e-03 16 NC 1 NC 1 82 min -.076 13 *0 7 -.078 10 -6:66e-03 10 NC 1 NC 1 83 2 max .076 7 .009 25 .078 16 6.66e-03 16 NC 1 NC 1 84 min -.076 13 -.009 7 -.078 10 -6.66e-03 10 NC 1 NC 1 85 3 max 1 .076 17 .018 125, .078 16 6.66e-03 16 NC 1 NC 1 86 min -.076 13 -.018 17 -.078 10 -6.66e-03 10 NC 1 NC 1 87 4 max .076 7 .026 25 .077 16 6.66e-03 16 NC 1 NC 1 88 min -.076 13 -.027 7 -.077 10 -6.66e-03 10 INC 1 NC 1 89 5 max .076 7 .035 25 .077 16 6.66e-03 161 NC 1 NC 1 90 min -.076 13 -.035 7 -.077 10 -6.66e-03 101 NC 1 NC 1 91 M10 1 max .232 19 .03 19 .265 16 8.228e-03 161 NC 1 NC 1 92 min -.238 13 '031 - 13 -.265 10 -8.228e-OZ 101 NC 1 NC 1 93 2 max .232 19 .022 19 .264 16 8228e-03 16 NC 1 N 1 94 min -.238 13 -.023 13 -.264 10 8.228e-o 10 N 1 95 3 max .232 19 .014 19 .262 16 8228e-03 16 NC 1 C 96 min -.238 13 -.014 13 7.262 10 8.228e-D NC 1 N 1 97 4 max .232 19 .006 19 .261 16 8228e-03 16 NC N 1 98 min -.238 13 -.006 13 -.261 10 8.228e-o 10 NC 1 99 5 max .232 19 .002 25 .26 16 8.228e-03 16 NC 1 NC 1 100 min -.238 13 -.002 7 -.26 10 8.228e-0 10 NC 1 1 101 M11 1 max .026 19 .024 19 .022 16 3.12e-03 16 NC 1 NC 1 102 min -.026 13 -1025 . 13 -.022 10 -3.12e-03 10 NC 1 NC 1 103 2 max 1 .026 119 .018 19 .021 16 3.12e-03 16 NC 1 NC 1 104 min -.026 113 -.018 13 " -.021 10 -3.12e-03 10 NC 1 NC 1 105 3 max .026 19 .012 19 .021 16 3.12e-03 16 NC 1 NC 1 106 min -.026 13 -.012- 13 -.021 10 -3.12e-03 10 NC 1 NC 1 107 4 max .026 19 .0 6 19 .02 16 3.12e-03 16 NC 1 NC 1 108 min -.026 113 -.006 13 -.02 10 -3.12e-03 10 NC 1 INIC 1 . 109 5 max .026 119 0 19 .02 16 3.12e-03 16 NC 1 NC 1 110 min -.026 113 0 2 -.02 10 -3.12e-03 10 NC 1 INIC _ Envelope A/SC 14th(360-10): LRFD Steel Code Checks RA-k- Shoo rndn Chor4 I nrrinl 1 r Shmr rhor4 I nrrinl nir I r phi*Pnr r41 nhPP phi- phi* Pao 1 M1 PIPE 4.0 .521 57 13 .063 57 10 86.748 93.2410.63110.631 H1-.. 2 POSITI.. PIPE 2.0 .901 51 13 .044 51 12 14916 32.13 1.872 1.872 1 Ht-.. 3 POSITI.. PIPE 2.0 .139 57. 10 .029 30 10 20.867 32.13 1.872 1.872 ... H1-.. 4 M4 PIPE 4.0 .474 57 13 .063 57 10 86.748 93.2410.63110.6311 Ht-.. 5 POSITI.. PIPE 2.0 .863 51 13 .044 51 11 14.916 32.13 t.872 1.872 RISA-3D Version 16.0.3 [T:\... \...\... \Mount Analysis\Alpha-Gamma\Alpha-Gamma Mount.r3d] Page 8 0 2818 Cypress Ridge Blvd., Suite 110 USA ENGINEERING Wesley Chapel, FL 33544 (813) (813)994-0365 www. u s a -engineering . co m Existing Beta Mount Calculations Envelope Only Solution USA Engineering, Inc. Nicole Hoffman, El JAISLAND 10016809 No Cal 1.0 9 1.0 .76 90 50. ..75 0-50 SK-5 Beta Mount May 8, 2018 at 3:20 PM Beta Mount.r3d Envelope Only Solution USA Engineering, Inc. Nicole Hoffman, El JAISLAN D 10016809 SK-6 Beta Mount May 8, 2018 at 3:20 PM Beta Mount.r3d _ Envelope Only Solution n USA Engineering, Inc. SK - 7 Nicole Hoffman, El:�:j Beta Mount May 8; 2018 at 3:20 PM JAISLAND 10016809 Beta Mount.r3d EA Member Length (in) Displayed Envelope Only Solution USA Engineering, Inc. Nicole Hoffman, El JAISLAND 10016809 Beta Mount SK-8 May 8, 2018 at 3:20 PM Beta Mountr3d Dese Nice Hoffman, 11 RISA Job N ber AISLAND_10016809 Checked By:_ Aurunsoert mMF:. Model Name Beta Mount - (Global) Model 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 Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration in/secA2 386.4 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver S a se Accelerated D namic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th 360-10 : LRFD Ad'ust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : LRFD Cold formed Steel Code AISI S-04: LRFD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACI 318-11 Masonry Code ACI 530-08: ASD Aluminum Code AA DM1-05: ASD - Building AISC: 14th(3tiU-1U): LKhU Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diann. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 16.0.3[TA ... \17-Smartlink\,Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Pagel Company USA Enginee(ing, Inc. May 8, 18 • ' Designer Hoffman, El 3:22 PM 11 MA Job Number JAISILAND_100 6809 Che k dOBy:_ -- RNCNCffiONEKCOM ATV Model Name Beta Mount (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation in Not Eratered Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 3 RZ 3 CtEx . X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL sec 5 Risk Cat I or II Drift Cat Other mZ 1 mX 1 dZ 1 dX 1 RhoZ 1 Rho X 1 Joint Coordinates and Temperatures v r:..l v rf..l -1 rinl Temn rcl nular6 Cmm nfen6renm 1 N1 0R138 0no 2 N2 0 03 N3 0 04 N4 0 05 N5 0 66 N6' 0 67 N7 0 68 N8 0 69 N9 0 0 10 N10 0 72' 0 0 11 N11 0 3 -6 0 12 N12 0 72 -6 0 13 N15 48 0 0 0 14 N16 48 138 0 0. 15 N17 48 90 0 0 16 N18 48 1'26 0 0 ' 17 N19 48 90 6 0 18 N20 48 126 6_ 0 19_ N21 48 84 6 0 20 —-N22--- - -48 =_ 180. _ _ 6— ---0-- 21 N21A 48 3 0 0 22 N22A 48 72 0 0 23 N23 48 3 -6 0 24 N24 48 72 -6 0 25 N25 0 84 0 0 26 N26 0 t32 0 0 27 N27 0 84 -6 0 28 N28 0 132 -6 0 29 N29 0 78 -6 0 30 N30 0 r 150. -6 1 0 RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 2 Company USA Engineering, Inc. May 8, 2018 -. ' ''' ^'� p Designer Nicole Hoffman, K H Job Number kPM e 6 Checked JAISLAND 10016609 Checked By:_ A 14MIL HE6 rw.POW Model Name Beta Mount Joint Boundary Conditions l...l V rb/inl 7 @/inl Y Rn1 n, ffj e•U V Rnf r4_H/rodl 7 Rnf r4_fl/rodl 1 N1 2 N15 3 N2 4 N16 5 N12 Reaction Reaction Reaction Reaction 6 N11 Reaction Reaction Reaction Reaction 7 N23 Reaction Reaction Reaction Reaction 8 N24 Reaction Reaction Reaction Reaction Hot Rolled Steel Properties v 1-:1 n ir,-n N.. Yi.wI,cil Rv maI Rf 1 A36 Gr.36 _ .._. 29000 _ ...... 11154 .3 .65 .49 36 1.5 58 A572 Gr.50 29000 11154 .3 .65 .49 50 1 1 65 3 A992 29000 11154 .3 .65 .49 50 1.1 65 M1.22 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 Member Primary Data r b.:..r I b.:.a Ir h:el o..l.a„Id CennnnlCFonu T.•..e neeinn I id 11,1�1nri�l necinn Rulne � 1 M1 N2 N1 PIPE 4.0 Beam Pie A53 Gr.B Typical 2 POSITION_1 N8 N7 PIPE 2.0 Beam PipeA53 Gr.B Typical 3 M4 N16 N15 PIPE 4.0 Beam Pie A53 Gr.B Typical 4 -POSITION _4 N22 N21 - PIPE 2.0 Beam Pie A53 Gr.B Typical 5 M6 N6 N4 RIGID None None RIGID Typical 6 M7 N5 N3 RIGID None None RIGID Typical 7 M10 N20 N18 RIGID None None RIGID Tvoical 8 M11 N19 N17 RIGID None None RIGID Typical 9 M9 N10 N12 PIPE 4.0 Beam Pie A53 Gr.B Typical 10 M10A N9 N11 PIPE 4.0 Beam. Pi a A53 Gr.B Typical 11 M11A N24 PIPE 4.0 Beam Pi -e A53 Gr.B Typical 12 M12 N23 PIPE 4.0 Beam Pie A53 Gr.B Typical 13 POSITION_1_ rN27 N29 PIPE 2.0 Beam Pie A53 Gr.B T ical 14 M14 N26 RIGID None None RIGID T ical 15 M15 N25 RIGID None None RIGID T ical Member Advanced Data I -. -. 110-1---- r Relenen I nffenlrinl I naenfrinl TM nnh• Din-i-I anobcle InnMivu Soiemir neeinn RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 3 Company USA Engineering, Inc. May 8. er Nice Hoffman, Ef 3:22 PM Des 18 I11RISA Job lNn ber JAISLAND_100116809 Che k dOBy:_ n sYUAr;,cN&ccusn+zY Model Name Beta Mount Member Advanced Data (Continued) Hot Rolled Steel Design Parameters ..16 f:..1 1 6....';-1 1 k—rw 1 n n Innfinri n n kn.r:nr I Inm ICm• Vs /`6 Cnn Minn Basic Load Cases 01 n nnnn.InHnn (`nlunnn• V! '— J ('— Inin1 oninl nidri6ul nro�/nnom Cv.foro/�hlnnNa l\ 1 1 DEAD LOAD DL -1 6 2 LIVE LOAD Lv LL 3 WIND FRONT WLZ 6 7 4 WIND SIDE WLX 6 7 5 Wind Front @ 30 ... WLZ 6 7 6 Wind Side @ 30 ... WLX 6 7 7 UDL LL 8, LIVE LOAD (Lm) LL Load Combinations a • • • • • �©moo®©®■�■�■®■�■�■�■�e� o . • .. • . �©moo®■�■�■�■�■�o®■�■�■� o . • .. • . . r �©moo®■�©�■�■�■�■�■�■�■� o . • .. • . . , �©moo®■�©�n�■-■�■■�■�■�■� RISA-3D Version 16.0.3[T:\... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 4 Company USA Engineering, Inc. May 8, 2018 Hoffman, El 3:22 PM gner • I11 R'SA JoblNumber JA SILAND_100 6809 Checked By:_ .11MM 44rx courzvr Model Name Beta Mount Load Combinations (Continued) naccrinfinn Snl_.PD._SR_R_.Fa...B_.Fa._B_.Fa._B._Fa_.B_Fa__B._Fa.._B... Fa-..B... Fa... B... Fa... B... Fa... _. m 1 • ■ ' ■ • • • • • �©�o�����■�©moo®��iii®���� Joint Loads and Enforced Displacements Joint Label L D M Direction a nitude k k-ft in sad Ws-2/in, k's... No Data to Print... Member Point Loads (BLC i : DEAD LOAD) nne..,r.e, i �tioi nirerain., Manni}r rrinr4 4_el I nr #;—r;n om 1 POSITION 1 Y -.03 %1 2 POSITION 4 Y -.03 %10 3 POSITION 1 Y -.03 %70 4 POSITION 4 Y -.03 %70 5 POSITION 1 RRUS Y -.06 %25 -POSITION -4- ____Y___ -.03 %60 Member Point Loads (BLC 3: WIND FRONT) Memhnr I ahnl nireMinn MannlhlrlP.lk k-frl I nr,finnrin o/1 1 POSITION 1 Z -.251 %10 2 POSITION 4 Z -.233 %10 3 POSITION 1 Z -.251 %70 4 POSITION 4 Z -.233 %70 5 POSITION 1 RRUS Z -.04 %25 6 POSITION 4 Z 088 °060 RISA-31D Version 16.0.3[TA ... \17-SmartlinkWalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 5 Company USA Engineering, Inc. May 8, 2018 I11 gner Hoffman, El 3:22 PM RISA biNumber : JA SILAND_100 6899 Checked By:_ nr<EerE,us[x c°racaw Model Name Beta Mount Member Point Loads (BLC 4: WIND SIDE) n.....n6... r -ti�l k-el I ncalinnrin -w 1 POSITION 1 X -.216 %10 2 POSITION 4 X -. S %10 3 POSITION 1 X -.216 %70 4 POSITION 4 X -.1 %70 5 POSITION 1 RRUS X -.097 %25 6 POSITION 4 X - -.01 ° Member Point Loads (BLC 5: Wind Front (7a 30 mph) ember Label Direction, Maanituderk.k-ftl Locationfin.%I 1 POSITION 1 Z -.015 %10 2 POSITION 4 Z -.013 %10 3 POSITION 1 Z -.015 %70 4 POSITION 4 Z -.013 %70 5 POSITION 1 RRUS Z -.002 %25 6 POSITION 4 ' Z Member Point Loads (BLC 6: Wind Side (W 30 mph) Member Label Direction Ma ni ude k k-ft Locaion in °° 1 POSITION 1 X -.013 --%10 2 POSITION 4 X -.011 %10 3 POSITION 1 X -.013 %7 4 POSITION 4 X -.011. %70 5 POSITION 1 RRUS X -.006 %25 6 POSITION 4 X _ -.000579 ° 60 Member Distributed Loads (BLC 3: WIND FRONT) nnan,nor I ahol nlrar}ion Start Mnnnitudefklft F.ksfl End Maonituderk/ftF.ksfl Start Loca --- End Locationtin.... 1 M1 PZ -.027 -.027 0 0 2 M4 PZ -.027 -.027 0 3 M9 PZ -.027 -.027 0 0 4 M10A PZ -.027 -.027 0 5 M11A PZ -.027 -.027 0 0 6 M12 PZ -.027 -.027 0 0 7 POSITION 1 RRUS PZ -.014 -.014 0 0 Member Distributed Loads (BLC 4: WIND SIDE) Member Label Direction Start Ma nitude k!ft F ks End Ma ni ude k/ft F ks Start Loca... End Location in ... 1 M1 PX -.027 -.027 0 0 2 M4 PX ' -.027 -.027 0 0 3 M9 PX -.027 -.027 0 0 4 M10A PX -.027 -.027 0 0 5 M11A PX -.027 -.027 0 0 -6- -- - - - -M12.- - _ _ __ PX _. . -.027 _ -.027 0, 0 7 POSITION-1 RRUS-- PX----- -.014 - .014--- Member Distributed Loads (BLC 5: Wind Front (a) 30 mph) Member Label Direction Start Maanituderk/ft.F.ksfl End Macmltude1k1ft.F.ksfl Start Loca...End Location in ... 1 M1 PZ 1 -.002 -.002 1 0 0 2 M4 PZ ' -.002 -.002 0 3 M9 PZ -.002 -.002 0 0 4 M10A PZ -.002 -.002 0 5 M11A PZ -.002 -.002 0 0 6 M12 PZ -.002 002 0 RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 6 Company USA Engineering, lqc. May 8, 2018 ''' ^ w Designer Nicole Hoffman, El PM K IS H Job Number JAISLAND 70016809 ke Checked Checked By:_ erreui,,ceeK cavcuo Model Name Beta Mount Member Distributed Loads (BLC 5: Wind Front np 30 mph) (Continued) Member Label Direction Start Ma nitude k/ft F ks End Ma nitude lift F ks Start Loca... End Location i .. 7 POSITION 1 RRUS PZ-.0008106 00081061 0 1 0 Member Distributed Loads (BLC 6 : Wind.Side Ca) 30 mph) Member Label Direction Start Ma nitude k/ft F ksfl End Ma nitude k/ft F.ksfI Start Loca...End Location in ... 1 M1 PX 1 -.002 -.002 0 0 2 M4 PX .002 -.002 0 0 3 M9 PX -.002 -.002 0 0 4 M10A PX -.002 -.002 0 5 M11A PX -.002 -.002 0 0 6 M12 PX -.002 -.002 0 7 POSITION 1 RRUS PX -.0008106 -.0008106 0 0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitudefksfl No Data to Print ... Envelope Joint Reactions L.Ier Y rk, I r Y rkl I r 7 rkl I r MX rk-el I r MV rk-ftl I C M7 rk-ftl I r N12 max 2.396 10 5.232 7 2.404 19 0 1 1.32 10 0 1 min -2.396 16 -4.899 25 -2.457 13 0 1 -1.32' 16 0 1 N11 max .875 16 5.21 13 .958 13 0 1 .37 16 0 1 min -.875 10 -4.919 19 -.906 19 0 1 -.37 10 0 1 r N23 max .597 16 4.772 13 .87 13 0 1 .239 16 0 1 min •-.597 10 -4.433 19. -.807 19 0 1 -.239 10 0 1 N24 max 1.774 10 4.677 7 2.189 19 0 1 1.135 10 0 1 min -1.774 16 -4.5 25 -2.252 13 0 1 -1.13 16 0 1 9 Totals: max 2.618 10 .753 2 2.881 19 10 min -2.698 161 .484 1 19 1 -2.881 13 Envelope Member Section Deflections StPength nner,r,e. Cur Y rinl I r v rinl I r > rinl I r v RMf tr I r rn\ I N' R I r W I /" R I r 1 I M1 1 max .021 13 1.262 10 .646 19 1.035e-03 10 NQ 1 1 NC 1 2 min -.019 19 -1.262 , 16 -.658 13 1.035e-0 16 NC 1 INC 3 2 max .02 13 .5 10 .278 19 8.053e-04 10 NC 1 ING 4 min -.019 19 -.5 16 -.283 13 -8.053e-01 16 306.884 10 661.356 1 5 3 max .019 13 .026 16 .01 13 3.119e-04 10 NC 1 NC _6 min -.018 19 -.026 10 -.01 19 3.119e-0 16 207.903 10 410.413 13 7 4 max .017 13 .122 16 .013 13 1.133e-o4 22 NC 1 NC 1 8 min -.016 19 -.122 10 -.013 19 1.133e-0 28 308.432 10 793.703 13 9 5 max .014 13 1 .0174 10 .005 113 6.805e-05 16 NC 1 NC 1 .10 min -.013 19 -.014 16 -.005 19 -6.805e-OE 10 NC 1 NC 11- POSITION-1: - 1 max .085= 13 -37155- -10 -2.166--19-- f076e-03 10 -NC- - - - -NC- -T 12 min -.082 19 -3.155.16 -2.186 13 1.076e-o 16 NC 1 NC 1 13 2 max .085 13 2.051 10 1.271 19 1.076e-03 10 NC 1 NC 14 min -:082 19 -2.051 16 -1.286 13 1.076e-o 16 27 .584 10 257. -- 15 3 max .085 13 1.149 10 .61 19 1.076e-03 10 NC 1 NC 16 min -.082 19 -1.149 16 -.62 13 1.076e-o 16 189.967 10 188.105 17 4 max .083 13 .601 10 .333 19 8.593e-04 10 NC 1 1 NC 18 min 1 -.081 19 -.601 16 -.339 13 8.593e-o 16 317.076 10 363 819 19 5 max .081 13 .153 10 .074 19 6.431e-04 10 NC 1 NC 1 20 min -.079 1191 -.153 16 -.076 13 .431e-o 16 NC 1 1 NC 1 21 1 M4 1 max .016 1131 .94 10 .RS9 19 1.385e-03 In NC 1 1NC 1 RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 7 -- � � c Company USA Engineering, Inc. May 8, 2018 111 Desner Nice Hoffman, El 3:22 PM RISA Job Number AISLAND_100 6809 Checked By:_ ♦I.0 I A11r,,a,,,,PI14, Model Name Beta Mount _ Envelope Member Section Deflections Strength (Continued) 22 1 min -.015 19 94 16 -.678 13 ki -385e-o",16 NC 1 NC 1 23 2 max .017 13 .367 10 .266 19 1.e-03 10 NC 1 NC 1 24 min -.016 19 -.367 16 -.276 13 -1.e-03 16 405.317 10 596.461 13 25 3 max .018 13 .019 16 .009 13 3.e-04 10 NC 1 NC 1 26 min -.016 19 -.019 10 -.009 19 -3.e-04 16 279.637 1 399.01 13 27 4 max .015 13 .087 16 .012 13 1.223e-04 22 NC 1 NC 1 28 min -.014 19 -.087 10 -.012 19 1.223e-0 28 41 .969 10 774.9 1 29 5 max .013 13 .01 10 .005 13 3.992e-05 16 NC 1 NC 1 30 min -.012 19 -.01 16 -.004 19 3.992e-o 10 NC 1 NC 1 31 POSITION_4 1 max .085 13 2.506 10 2.115 19 1.385e-03 10 NC 1 NC 1 32 min -.081 19 -2.506 16 -2.155 13 1.385e-o 16 NC 1 NC 1 33 2 max .085 13 1.593 10 1.253 191.385e-0310 NC 1 NC 1 34 min -.081 19 -1.593 6 -1.284 13 1.385e-o 16 305.126 10 274,538 1 35 3 max .085 13 .861 10 .608 19 1.385e-03 10 NC 1 NC 1 36 min -.081 19 - 861 16 -.629 13 1.385e-0 16 21 .165 10 198.888 13 37 4 max .082 13 .446 10 .322 19 1.077e-03 10 NC 1 NC 1 38 min -.078 19 -.446 16 -.333 13 1.077e-o 16 361.918 10 374.901 1 39 5 max .079 13 .113 10 .065 19 7.688e-04 10 NC 1 NC 1 40 min -.075 19 -.113 16 -.067 13 -7.688e-Oz 16 NC 1 NC 1 41 M6 1 max .525 19 1 .082 19 .993 16 2.291e-02 161 NC 1 NC 1 42 min -.534 13 -.085 13 -.993 10 2.291e-o 10 NC 1 NC 1 43 2 max .525 19 .ow 19 .991 16 2291e-02 16 NC 1 NC 1 44 min -.534 13 -.069 13 -.991 10 2291e-0 10 NC 1 NC 1 45 3 max .525 19 .051 19 .99 16 2.291e-02 16 NC 1 NC 1 46 min -.534 13 -.053 13 -.99 10 2291e-0 10 NC 1 NC 1 47 4 max .525 19 .035 19 .988 16 2.291e-02 16 NC 1 NC 1 48 min -.534 13 -.036 13 -.988 10 2.291e-0 10 NC 1 NC 1 49 5 max .525 19 .019 19 .986 16 2.291e-02 16 NC 1 NC 1 50 min -.534 13 -.02 13 -.986 10 2291e-o 10 NC 1 N 1 51 M7 1 max .134 19 .079 19 .254 161.684e-0216 NC 1 NC 1 52 min -.137 13 -.081 13 -.254 10 1.664e-6 10 N 1 NC 1 53 2 max .134 19 .064 19 .254 16 1.684e-02 16 NC 1 NC 1 54 min -.137 13 -.0 6 13 -.254 10 1.684e-0 10 C NC 1 55 3 max .134 19 .049 19 .253 16 1.684e-02 16 NC 1 NC 1 56 min -.137 13 -.051 13 -.253 10 1.684e-0 10 NC 1 NC 1 57 4 max .134 19 .034 19 .252 16 1.684e-02 16 NC 1 NC 1 58 min -.137 13 -.035 13 -.252 10 1.684e-a 10 NC 1 NC 1 59 5 max .134 19 .019 19 .251 16 1.684e-02 16 NC 1 NC 1 60 Innin -.137 13 -.02 13 -.251 10 1.684e-0 10 NC 1 NC 1 61 M10 1 max .521 19 .081 19 .74 NC 1 NC 1 62 min -.54 13 -.085 13 -.74 1.731e-0 10 NC 1 NC 1 63 2 max ..521 19 .065 19 .738 .731e-0216 NC 1 NC 1 64 min -.54 13 -.068 13 -.738 1.731e-o 10 NC 1 N 1 65 3 max .521 19 .048 19 .736 ]16.731e-0216 1.731e-0216 NC 1 NC 1 66 min -.54 13 -.051 13 -.736 1.731e-o 10 NC 1 NC 1 -67- - - 4-- max _,521 -19 .031-19 .734 1.731e-02 16 NC 1 NC 1 68 min -.54 13 -.033 13 -.734 1.731e-o 10 NC 1 NC 169 5 max .521 19 .015 19 .732 1.731e-0216 NC 1 NC 1 70 min -.54 13 -.016 13 -.732 10 1.731e-0 10 NC 1 NC 1 71 M11 1 max .123 19 .075 19 .187 16 1.237e-02 16 NC 1 NC 1 72 min -.128 13 -.079 13 -.187 10 1237e-0 10 NC 1 NC 1 73 2 max .123 19 .061 19 .186 16ff237eO2 NC 1 NC 1 74 min -.128 13 -.064 13 -.186 10 NC 1 NC 1 75 3 max .123 19 .046 19 .185 16 NC 1 NC 1 76 min -.128 13 -.049 13 -.185 10 NC 1 N 1 77 q max .123 19 .031 19 .184 16 NC 1 NC 1 78 min -.128 13 -.033 13 -.184 10 NC 1 1 1 NQ 1 RISA-3D Version 16.0.3[TA ... \17-Smartllnk\Jalslantl_1001bt309\MountAnalysls\tteta\beta Mount.r3cij Page t3 Compa�ny USA Engineering, Inc. May 8, 2018 • II1RISA Hoffman, El 3:22 PM Job' Nuber JAISILAND_100 6809 Checked By:- -- AIX%Tr*rnr.c<v.w.v:v Model Name Beta Mount Envelone Member Section Deflections Strength (Continued) Rfi . �Qe r rnl I r ., rol i t v rlxl I r v RMcf. I r ref I Ar R I r 1n1 1 W R I r 79 ..._...-.. - - - 5 max -- -- .123 -- 19 -- .017 -- 19 - -.. .182 _ _ 161.237e-0216 - -- -- -- - - NC - 1 1 NC 1 80 min -.128 13 -.018 13 -.182 10 1.237e-02 10 NC 1 NC 1 81 M9 1 max 0 19 .018 19 .002 161.014e-0216 NC 1 NC 1' 82 min 0 13 -.02 13 -.002 10 1.014e-02 10 306.446 13 2895.624 1 83 2 max 0 19 .013 19 .001 161.014e-0216 NC 1 NC 1 84 min 0 ' 13 -.014 13 -.001 10 1.o1ae-o 10 418,961 1 4302.936 10 85 3 max 0 19 .009 19 0 161.014e-0216 NC 1 NC 86 min 0 13 -.009 13 0 10 1.014e-0 10 640,039 7602.102 87 4 max 0 19 .004 19 0 161.014e-0216 NC 1 NC 1 88 min 0 13 -.0 5 13 0 10 1.014e-o 1 1294.409 N 1 89 5 max 0 1 0 1 0 1 1.014e-o216 NC 1 NC 1 90 min 0 1 0 1 0 1 1,014e-0 10 NC 1 NC 1 91 M10A 1 max 0 13 .013 19 0 10 4.767e-03 10 NC 1 NC 1 92 min 0 19 2014 131 0 16 .767e-o 16 417.006 13 9885.531 10 93 2 max 0 13 .01 191 0 10 4.767e-03 10 NC 1 NC 1 94 min 0 19 -.011 131 b 16 -4.767e-ol 16 536.662 13 NC 1 95 3 max 0 13 .007 191 0 10 4.767e-03 10 NC 1 NC 1 96 min 0 19 -.008 131 0 16 .767e-o 16 785.471 13 NC 1 97 4 max 0 13 .004 19 0 10 4.767e-03 10 NC 1 1 NC 1 98 min 0 19 -.004 13 0 16 .767e-0 16 1548.407 13 NC 1 99 5 max 0 1 04 1 0 1 4.767e-0310 NC 1 NC 1 100 min 0 1 0 1 0 1 .767e-0 16 NC 1 NC 1 101 M11A 1 max 0 19 .017 19 .002 16 7.324e-03 16 NC 22 NC 1 102 min 0 13 -!018 13 -.002 10 -7.324e-OZ 10 333.843 13 3432.471 10 103 2 max 0 19 .012 19 .001 16 7.324e-03 16 NC 1 NC 104 min 0 13 -.013 13 -.001 10 7.324e-0 10 456.471 13 5206.366 10 105 3 max 0 119 .008 19 0 16 7.324e-03 16 NC 1 NO 106 min 0 13 -.009 13 0 10 -7.324e-oll 10 697.403 13 9411.41 10 107 4 max 0 19 .004 19 0 16 7.324e-03 16 NC 1 NC 1 108 min 0 13 -.004 13 0 10 7..324e-0 10 1410.498 13 N 109 5 max 0 1 0• 1 0 1 7.324e-0316 NC 1 NC 1 110 min 0 1 0 1 0 1 7.324e-0 10 NQ 1 N 111 M12 1 max 0 13 .012 19 0 10 3.397e-03 10 NC 1 NC 1 112 min 0 19 -.013 13 0 16 3.397e-0 16 453.787 13 NC 1 113 2 max 0 13 .009 19 0 10 3.397e-03 10 NC 1 NC 1 114 min 0 119 -.01 13 0 16 -3-397e-02 16 584.068 13 NC 115 3 max 0 113 .006 19 0 10 3.397e-03 10 NC 1 NC 1 116 min 0 119 1 -.007 13 0 16 3.397e-o 16 1854.923 13 NC 1 117 4 max 0 13 .003 19 0 10 3.397e-03 10 NC 1 NC 1 118 min 0 19 -.004 13 0 16 3.397e-0 16 1685.398 13 NC 1 119 5 max 0 1 0. 1 0 1 3.397e-0310 NC 1 NC 1 120 min 0 1 0 1 0 1 3.397e-o 16 NC 1 NC 1 121 POSITION_... 1 max .04 7 1.532 10 .767 19 1.035e-03 10 NC 1 NC 1 122 min -.04 25 -1.532 16 -.78 13 1.035e-o 16 NC 1 NC 1 123 2 max .04 7 1.118 10 .587 19 1.035e-03 10 NC 1 NC 1 124 _min - -.04 25 -1.118_ 16 -.597 1 1.035e-0 1 1539.874 1 N 1 125 3 max .038 7 .716 10 .394 19 8.417e-04 10 NC _ 1 NC 1 126 min -.038 25 -.716 16 1 -.401 1 8.417e-0 16 885.57 10 NC 1 127 4 max .036 7 .353 10 .195 19 6.485e-04 10 NC 1 NC 1 128 min -.035 25 -.353 16 -.199 13 6.485e-0 16 945.722 4573.271 13 129 5 max .034 7 .062 10 .025 19 5.198e-04 10 NC 1 NC 130 min -.034 25 -.062 16 -.026 13 5.198e-0 16 NC 1 NC 1 131 M14 1 max .597 13 .04 25 1.118 10 2.292e-02 10 NC 1 NC 1 132 min -.587 19 -.04 7 -1.118 .16 2.292e-o 16 NC 1 NC 1 133 2 max .597 13 .025 25 1.119 10 2292e-02 10 NC 1 NC 1 134 min -.587 19 -.026 7 -1.119 16 2 292e-o 16 NC 1 NC 1 135 3 max .597 13 .01 25 1.121 10 2292e-02 10 NC N 1 RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 9 ., 0 Company USA Engineering, Inc. May 8, 2018 Deser • 111 Nice Hoffman, El 3:22 PM Job Nn ber RISA JAISLAND_10016809 Checked By:_ . raEu�Txnxcarr>vr Model Name Beta Mount Envelope Member Section Deflections Strength (Continued) nne.mhc. cow v rw I r v rN I C a rinI I r v Rn}nfo I r Ail I hl R I r !n1 I W R I C 1361 min -.587 19 011 -1.121 16 2.292e-0 163 .004 1.122 10 2.292e-02 10 NC 1 INC 1 138 min -.587 19 -.006 -1.122 16 2.292e-0 16 INC 1 NC 139 5 max .597 13 .019 1.124 10 2292e-02 10 NC 1 NC 1 140 min =.587 19 -:021 [25 -1.124 16 2.292e-0 16 NEC 1 NC 141 M15 1 max .079 13 .034 .152 101.498e-0210 NC 1 NC 1 142 min -.077 19 -.034 -.152 16 1.498e-o 16 NC 1 NC 1 143 2 max .079 13 .021 .152 101.498e-0210 NC 1 NC 1 144 min -.077 19 -.021 -.152 16 1.498e-0 16 NC 1 NC 1 145 3 max .079 1131 .007 25 .153 10 1.498e-02 10 NC 1 NC 1 146 min -.077 194,02 7 -.153 16 1.. 98e-0 16 NC 1 NC 1 147 4 max .079 1319 .154 10 1.498e-02 10 NC 1 NC 1 148 min -077 1913 -.154 16 1.498e-0 16 NC 1 INC 1 149 5 max .079 1319 .155 10 1.498e-02 10 NC 1 NC 1 150 min -.077 1913 -.155 '16 1.498e-o 16 NC 1 NC 1 Envelope AISC 14th(360-10): LRFD Steel Code Checks _ rr..._i. � i r cr....., r�.....� r ....r:..i n:. i r ..r.:.o.... r�r ..a,:.o ..u• ..r.r• e.... PIPE 4.0 .565 64.688 13 .065 64.68s 10 61.077 93.2410.63110.6311 H1-.. TI.. PIPE' 2.0 .867 54 13 .046 54 11 14.916 32.13 1.872 1.872 1 H1-.. 4 PIPE 40 .521 64.688 13 .065 64.688 10 61.077 93.2410.63110.6311 H1-.. TL. plpE 2.0 .920 54 13 .045 54 1 6 32.13 1.872 1.872 H1-.. E1 9 PIPE 4.0 .258 0 7 .187 6 7 93.165 93.2410.63110.631... H1-.. 0A PIPE 4.0 .250 0` 13 .186 6 1 9 .1 5 93.2410.63110.631... H1-..1A PIPE 4.0 .231 0 7 .167 6 7 93.165 93.2410.63110.631...H1-.. 2 PIPE 4.0 .221 0 13 .171 6 13 9 .165 93.241o.63110.631...H1-.. ITI.. PIPE 2.0 .237 66 9 .021 66 11 20.867 32.13 1.872 1.872...Ht-.. FA RISA-3D Version 16.0.3[TA ... \17-Smartlink\Jalsland_10016809\Mount Analysis\Beta\Beta Mount.r3d] Page 10