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REVIEWED BLD2021-1734+Structural_Analysis_or_Calculations+4.28.2022_4.06.34_PM+2835136Structural Analysis Report Dish Wireless April 19, 2022 Site Name SESEA00426D Client Dish Wireless Carrier Dish Wireless Site Location 410 4t" Ave N Edmonds, WA 98020 47.81417' N NAD83 122.3753° W NAD83 Structure Type FRP Enclosure, Equipment Area Overturning Usage Ratio 70.3% Overall Result Pass Recommendation -- Upon reviewing the results of this analysis, it is our opinion that the antenna and its supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing and proposed structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. C� �F W q Shy F,o 56058 O� �FGISTIR \� FSS�ONA1 E�c� 'V� 1+(855)70&2195 E—a info®coreoneconsulting.com www.coreoneconsu Iting.com Page 12 Summary of Contents Introduction Opening Statement Project Description Criteria Conclusion Calculations Appendix A Design Tables & Resources Used Assumptions and Limitations Our structural calculations are completed assuming all information provided to CORE ONE CONSULTING USA is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of "like new" and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report CORE ONE CONSULTING USA should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard AWWA, TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. CORE ONE CONSULTING USA is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the proposed carriers load on the proposed enclosure, equipment platform and existing roof/wall structure only and does not reflect adequacy of other mounts, or coax mounting attachments. These elements are assumed to be adequate for the purposes of this analysis and are assumed to have been installed per their manufacturer requirements. rLS-14- COREONE Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com Page 13 INTRODUCTION At the request of Dish Wireless, CORE ONE CONSULTING USA has performed a structural design and analysis on the proposed and existing antenna supporting structures. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The structure was analyzed using RISA 3D Version 17.0.4. Supporting Documentation Construction Drawings Core One Consulting USA Site# SESEA00426, Dated 12/08/21 Photos Dated 08/12/21 Building Documents BRH Edmonds Centre, Dated 03/23/03 Analysis Code Requirements Wind Speed 98 mph (3-Second Gust, VULT) Wind Speed w/ ice 1.0" Thick w/ 30 mph Wind TIA Revision ANSI/TIA-222-H ASCE 7-16 Structure Class II Exposure Category C Topographic Category 1 Calculated Crest Height 0 ft Site Class D- Stiff Soil Spectral Response S5=1.288, S1=0.454g CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the antenna and its supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing and proposed structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. Alex Bazeley Structural Engineering Lead I Core One Consulting USA 3100 W Ray Road, Suite 201, Chandler, AZ 85224 (0) 1+(855) 708-2195 1 (M) (518) 892-0471 alex.bazeley@coreoneconsultants.com I info@coreoneconsulting.com rLS-14- C0RE01\Ir Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com Page 14 Final Configuration Height Mount Qty. Appurtenance Mount Type Carrier 6 JMA MX08FRO665-20 6 CCI HPA45F-TE2AA 48.8 Enclosure Dish Wireless 6 Fujitsu TA08025-13605 6 Fujitsu TA08025-13604 3 Raycap RDIDC-9181-PF-48 FRP Enclosure Usaees Summary FRP 70.3% Pass Pipe Mount 0.9% Pass RATING = 70.3% Pass Equipment Area Usage Summary Steel Brace 21.1% Pass RATING = 21.1% Pass Anchor Connection Reactions Reaction Data Design Reactions Analysis Reactions Result Shear (Ibs)* 3,965.0 81.0 3.0% Tension (Ibs)* 2,296.0 33.0 2.0% Interaction* -- -- 1.0% Shear (Ibs)** 5,401.0 1,356.0 26.0% Tension (Ibs)** 3,315.0 991.0 30.0% Interaction** -- -- 24.0% *Capacity of (2) %"Threaded Rod w/ Hilti-Hy 200 with 3" Min. embedment for antenna mount. **Capacity of (1) W Threaded Rod w/ Hilti HY-200 Adhesive and 5" Min. Embedment for equipment cabinet mount. Connection reactions are acceptable per rigorous analysis. COREONE Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com Site Name SESEA00426 Client Dish Carrier Dish Date 4/19/2022 Ice Wind Ice Thickness Fst_lce(psf) Appurtenance Name Total Quantity Wind Loading Inputs: Design Wind Velocity: 98 ultimate 3-second gust Exposure Category: C Adopted Building Code: ASCE 7-16 Antenna Load Standard: ASCE 7-16 Wind Centerline (ft): 48.75 ft Ka: 0.90 K,: 1.08 K,t: 1.00 Kd: 0.85 Ke: 1.00 qz= 22.59 30 Cf= 1.32 1 Gh= 0.85 3.66 Fst (psf)= 25.35 Fp= 0.41 Wind Force Seismic Force Weight(lbs) F-Norm (Ibs) F-Perp (Ibs) F-Norm (Ibs) F-Perp (Ibs) 1MA MX08FRO665-20 3 64.5 282.2 132.5 26.6 26.6 1MA MX08FRO665-20 3 64.5 282.2 132.5 26.6 26.6 CCI HPA45F-TE2AA 3 28.1 77.5 40.5 11.6 11.6 CCI HPA45F-TE2AA 3 28.1 77.5 40.5 11.6 11.6 FujitsuTA08025-136-05 6 74.9 44.0 25.2 30.9 30.9 FujitsuTA08025-136-04 6 63.9 44.0 21.9 26.3 26.3 Raycap RDIAC-6512-P-240-MTS 3 124.0 150.6 79.5 51.1 51.1 Charles Cabinet 1 1100.0 553.5 553.5 453.4 453.4 Square D Saftey Switch D324NRB 1 46.0 95.4 47.5 19.0 19.0 EATON Meter Socket UNRRS213BEUSE 1 20.0 36.1 18.2 8.2 8.2 CIENA 3931 1 30.0 53.8 22.4 12.4 12.4 Charles Fiber Telco Enclosure Cube-MP1818WB-A 1 30.0 61.0 33.9 12.4 12.4 Seismic Loads Latitude and longitude were determined from existing as-builts, customer records, and confirmed using GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by USGS for determining seismic values within the continental US. Input data and program output are provided at the end of this report. Latitude: 47.81417 ° Longitude:-122.3753 ° SS = 1.288 g Site Class: D Fa= 1.00 Occupancy Category: II SMS = 1.288 Importance Factor, I: 1.00 Sps = 0.859 Seismic Design Catagory: D S1= 0.454 g Amplification Factor, aP: 1.0 F = 1.85 Response Factor, RP: 2.5 SM1= 0.838 z = 48.8 ft Spl = 0.559 h = 48.8 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions of ASCE 7-16 chapter 13. (ASCE 7-16 13.3-3) (ASCE 7-16 13.3-1) (ASCE 7-16 13.3-2) FP,min = 0.3SDSIIWP 0.4a W ( 1 FP _ P �s P 1 + 2 � /I P h 1 P FP,max = 1.6S,sIPWP = 0.258 wp = 0.412 wp 1.374 wp Use FP = 0.412 wp Core One Consulting USA rL&I C O R E O N E Phone: (778) 805-2166 c L: r. _. i N G U S A www.coreoneconsulting.com 1:1 Core One Consulting USA APB SESEA00426 Apr 19, 2022 at 12:21 PM SESEA00426.r3d Section Sets Y 3x3xl.4 angle FRP L4x4x4 angle P2.0 1-440.25 Z X HSS4x4x6 RIGID n�\e P CU CU Rp J St F x x a � F A L. X X J _ _ J co �x CD Core One Consulting USA APB SESEA00426 Apr 19, 2022 at 12:21 PM SESEA00426.r3d Y Z X 3� s I I LO 3� N LO L0 N 22 4 2 ; C.0 LO � 4 � 3 S( CO ,[N� 0000 C"jJ4118 L 0 N 01 2) rn Member Length (in) Displayed Core One Consulting USA APB SESEA00426 Apr 19, 2022 at 12:22 PM SESEA00426.r3d Project #: Site: I SESEA00426 Date: 4/7/2022 By: APB Loading Data TIA Standard: TIA-222-H Member Bending Stress 7.03 ksi Member Shear Stress 0.631 ksi FRP Data Maximum Bending Stress 10 Ksi Maximum Shear Stress 1.5 Ksi Overall Results Bending Usage 70.30 Shear Usage 42.07 r*4 COREONE Core One Consulting Phone: (778) 805-2166 www.coreoneconsulting.com Code Check Y ( Env ) No Calc > 1.0 .90-1.0 Z X .75-.90 .50-.75 0.-.50 �NG N o U c� U Z O O Member Code Checks Displayed (Enveloped) Results for LC 1, 1.01D Core One Consulting USA APB SESEA00426 Apr 19, 2022 at 12:23 PM SESEA00426.r3d Y Shear Check (Env) No Calc > 1.0 .90-1.0 Z X .75-.90 .50-.75 0.-.50 0 o �NG /V, o U o 0 U Z O O Member Shear Checks Displayed (Enveloped) Results for LC 1, 1.OD Core One Consulting USA APB SESEA00426 Apr 19, 2022 at 12:23 PM SESEA00426.r3d Company Core One Consulting USA Apr 19, 2022 111RISi4 Designer : APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Member Primary Data Label I Joint J Joint K Joint Rotate(deq) Section/Shape Type Design List Material Desiqn Rules 1 M1 N2 N4 FRP L4x4x4 angle Column None FRP Typical 2 M3 N10 N12 FRP L4x4x4 angle Column None FRP Typical 3 M4 N9 N11 FRP L4x4x4 angle Column None FRP Typical 4 M6 N1 N3 FRP L4x4x4 angle Column None FRP Typical 5 M8 N4 N1 FRP L4x4x4 angle Column None FRP Typical 6 M9 N12 N9 FRP L4x4x4 angle Column None FRP Typical 7 M10 N2 N10 FRP L4x4x4 angle Column None FRP Typical 8 M11 N1 N9 FRP L4x4x4 angle Column None FRP Typical 9 M12 N2 N1 FRP L4x4x4 angle Column None FRP Typical 10 M13 N10 N9 FRP L4x4x4 angle Column None FRP Typical 11 M14 N12 N11 FRP L4x4x4 angle Column None FRP Typical 12 M16 N4 N3 FRP L4x4x4 angle Column None FRP Typical 13 M17 N4 N12 FRP L4x4x4 angle Column None FRP Typical 14 M18 N3 N11 FRP L4x4x4 angle Column None FRP Typical 15 M21 N6 N5 FRP L4x4x4 angle Column None FRP Typical 16 M22 N20 N19 FRP L4x4x4 angle Column None FRP Typical 17 M23 N22 N21 FRP L4x4x4 angle Column None FRP Typical 18 M24 N28 N27 FRP L4x4x4 angle Column None FRP Typical 19 M25 N30 N29 FRP L4x4x4 angle Column None FRP Typical 20 M26 N36 N35 FRP L4x4x4 angle Column None FRP Typical 21 M27 N38 N37 FRP L4x4x4 angle Column None FRP Typical 22 M26A N26 N28A FRP L4x4x4 angle Column None FRP Typical 23 M27A N35A N37A FRP L4x4x4 angle Column None FRP Typical 24 M28 N45 N43 RIGID None None RIGID Typical 25 M29 N46 N44 RIGID None None RIGID Typical 26 MP1 N47 N48 P2.0 Column None A53 Gr.B Typical 27 M31 N51 N49 RIGID None None RIGID Typical 28 M32 N52 N50 RIGID None None RIGID Typical 29 MP2 N53 N54 P2.0 Column None A53 Gr.B Typical 30 M34 N57 N55 RIGID None None RIGID Typical 31 M35 N58 N56 RIGID None None RIGID Typical 32 MP3 N59 N60 P2.0 Column None A53 Gr.B Typical 33 M37 N74 N68 HSS4x4x6 Column None A500 Gr.... Typical 34 M38 N75 N69 HSS4x4x6 Column None A500 Gr.... Typical 35 M39 N69 N65 HSS4x4x6 Column None A500 Gr.... Typical 36 M40 N68 N64 HSS4x4x6 Column None A500 Gr.... Typical 37 M41 N64 N65 L4x4x0.25 Column None A36 Gr.36 Typical 38 M42 N66 N67 L4x4x0.25 Column None A36 Gr.36 Typical 39 M43 N65 N66 3x3x1.4 angle Column None A36 Gr.36 Typical 40 M44 N76 N78 RIGID None None RIGID Typical 41 M45 N78 N79 RIGID None None RIGID Typical 42 M46 N79 N77 RIGID None None RIGID Typical 43 M47 N77 N76 RIGID None None RIGID Typical 44 M48 N76 N64 RIGID None None RIGID Typical 45 M49 N78 N66 RIGID None None RIGID Typical 46 M50 N79 N67 RIGID None None RIGID Typical 47 M51 N77 N65 RIGID None None RIGID Typical 48 M52 N76 N79 RIGID None None RIGID Typical 49 M53 N78 N77 RIGID None None RIGID Typical 50 M54 N81 N84 RIGID None None RIGID Typical 51 M55 N83 N82 RIGID None None RIGID Typical RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 1 Corn pan y 111RI Si4 Designer Job Number A NEMETSCHEK COMPANY Model Name Core One Consulting USA APB S ES EA00426 Apr 19, 2022 12:23 PM Checked By._ Member Primary Data (Continued) I ahal I Joint .1 Joint K .Inint Rntata/rlanl Sactinn/Shang Tvna r)asinn 1 ist Matarial r)asinn Rulers 52 M56 N87 I N89 FRP L4x4x4 angle Column None FRP Typical 53 M57 N86 N88 FRP L4x4x4 angle Column None FRP Typical 54 M58 N89 N86 FRP L4x4x4 angle Column None FRP Typical 55 M59 N89 N88 FRP L4x4x4 angle Column None FRP Typical 56 M60 N91 N93 FRP L4x4x4 angle Column None FRP Typical 57 M61 N90 N92 FRP L4x4x4 angle Column None FRP Typical 58 M62 N93 N90 FRP L4x4x4 angle Column None FRP Typical 59 M63 N93 N92 FRP L4x4x4 angle Column None FRP Typical Hot Rolled Steel Section Sets 1 ah,-1 Shan,- Tvn,- ni-,inn 1 ict Matarial rl,-cinn Rill A rin71 l\/\/IInAI 177rinAl .1 rinAl 1 W10x22 W10X22 Column None A992 Typical 6.49 11.4 118 .239 2 W6x15 W6X15 Column None A992 Typical 4.43 9.32 29.1 .101 3 FRP W 6x.. 6x3/8 FRP Column None FRP Typical 6.469 13.523 40.17 .309 4 FRP W6x6.. W6x6x4 Column None FRP Typical 4.375 9.007 28.279 .092 5 3x3xl.4 an... L3X3X4 Column None A36 Gr.36 Typical 1.44 1.23 1.23 .031 6 FRP L4x4x... L4X4X4 Column None FRP Typical 1.93 3 3 .044 7 3.5" pipe PIPE 3.5 Column None A53 Gr.B Typical 2.5 4.52 4.52 9.04 8 P2.0 PIPE 2.0 Column None A53 Gr.B Typical 1.02 .627 .627 1.25 9 L4x4x0.25 L4X4X4 Column None A36 Gr.36 Typical 1.93 3 3 .044 10 FRP channel C6x.0625 Beam Wide Flange FRP Typical .68 .414 3.81 .0008754 11 FRP angle L3X3X6 Column None FRP Typical 2.11 1.75 1.75 .101 12 FRP 3" pipe PIPE 3.0 Column None FRP Typical 2.07 2.85 2.85 5.69 13 W12x26 W12X26 Column None A992 Typical 7.65 17.3 204 .3 14 HSS4x4x6 HSS4X4X6 Column None A500 Gr.B Rect Typical 4.78 10.3 10.3 17.5 Hot Rolled Steel Design Parameters La he Shane Lenathlinl Lhvvrinl Lh77Finl Lcmmn tonrinlLcomn hotrinl L-tornu___ Kvv K77 Ch Function 1 M1 FRP L4x4x4... 38 Lateral 2 M3 FRP L4Ax4... 38 Lateral 3 M4 FRP L4x4x4... 38 Lateral 4 M6 FRP L4Ax4... 38 Lateral 5 M8 FRP L4x4x4... 75.293 Lateral 6 M9 FRP L4Ax4... 75.293 Lateral 7 M 10 FRP L4x4x4... 184 Lateral 8 M11 FRP L4x4x4... 184 Lateral 9 M 12 FRP L4x4x4... 65 Lateral 10 M 13 FRP L4x4x4... 65 Lateral 11 M 14 FRP L4x4x4... 65 Lateral 12 M16 FRP L4x4x4... 65 Lateral 13 M 17 FRP L4x4x4... 184 Lateral 14 M 18 FRP L4x4x4... 184 Lateral 15 M21 FRP L4x4x4... 65 Lateral 16 M22 FRP L4x4x4... 65 Lateral 17 M23 FRP L4Ax4... 65 Lateral 18 M24 FRP L4x4x4... 65 Lateral 19 M25 FRP L4x4x4... 65 Lateral 20 M26 FRP L4x4x4... 65 Lateral 21 M27 FRP L4Ax4... 65 Lateral RISA-31D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 2 Corn pan y 111RI Si4 Designer Job Number A NEMETSCHEK COMPANY Model Name Core One Consulting USA APB SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Hot Rolled Steel Design Parameters (Continued) I ahel ShanP I Pnnthrinl I hvvfinl I h77finl I cmmn tnnrinl1 cmmn hntfinl I-tnrrni Kvv K77 Ch Functinn 22 M26A FRP L4x4x4... 184 Lateral 23 M27A FRP L4x4x4... 184 Lateral 24 MP1 P2.0 72 Lateral 25 MP2 P2.0 72 Lateral 26 MP3 P2.0 72 Lateral 27 M37 HSS4x4x6 84 Lateral 28 M38 HSS4x4x6 84 Lateral 29 M39 HSS4x4x6 44 Lateral 30 M40 HSS4x4x6 44 Lateral 31 M41 L4x4x0.25 27 Lateral 32 M42 L4x4x0.25 27 Lateral 33 M43 3x3xl.4 anglel 34.828 Lateral 34 M56 FRP L4x4x4... 38 Lateral 35 M57 FRP L4x4x4... 38 Lateral 36 M58 FRP L4x4x4... 75.293 Lateral 37 M59 FRP L4x4x4... 65 Lateral 38 M60 FRP L4x4x4... 38 Lateral 39 M61 FRP L4x4x4... 38 Lateral 40 M62 FRP L4x4x4... 75.293 Lateral 41 M63 FRP L4x4x4... 65 Lateral Material Takeoff Material Si7P PixPs I Pnnthfinl WPinhffKl 1 General 2 RIGID 18 543.3 3 Total General 18 543.3 0 4 5 Hot Rolled Steel 6 A36 Gr.36 L3X3X4 1 34.8 .014 7 A36 Gr.36 L4X4X4 2 54 .03 8 A500 Gr.B Rect HSS4X4X6 4 256 .373 9 A53 Gr.B PIPE 2.0 3 216 .062 10 FRP L4X4X4 31 2554.2 .325 11 Total HR Steel 41 3115 .805 Basic Load Cases BLC Descrintion Catennry X Gravity Y Gravity Z Gravity Joint Point DistrihutPd Area(Me... Surfar.P(P 1 Self Wei ht DL -1.1 1 8 4 2 Wind Load AZI 000 WLZ 2 3 Wind Load AZI 090 WLX 2 4 Ice Weight OL1 5 Wind + Ice Load AZI ... OL2 1 6 Wind + Ice Load AZI ... OD 1 7 Service Lm 1 LL 8 Seismic Load AZI 000 ELZ -.444 1 8 9 Seismic Load AZI 090 ELX -.444 1 8 10 BLC 2 Transient Area.. None 10 11 BLC 3 Transient Area.. None 13 12 BLC 5 Transient Area.. None 6 RISA-31D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 3 Company Core One Consulting USA IIIRISi4 Designer APB Job Number A NEMETSCHEK COMPANY Model Name SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Basic Load Cases (Continued) BLC Description Category X GravityY GravityZ GravityJoint Point Distributed Area Me... Surface P... 13 BLC 6 Transient Area.. None 11 Load Combinations Description Solve P... SIR ... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 0 0.6W AZI 060 m 0.6W AZI 240 m 0.6W AZI 270 ® 0.6W AZI 330 m 1616AZI 000 m' in rim 1 • ' 1 • 1 ml on No win, iv-,wwffom m 1 • 0.6W AZI 180 m 16161 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 4 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Load Combinations (Continued) nacrrintinn Snlva P SR R Fa R Fn R Fa R Fa R Fa R Fa R Fn R Fn R Fn R Fn 47 (1.0+0.14Sds)D + 0.7E AZI 2.. Yes Y DL 1.1..E... -.35 E... -.6.. 48 (1.0+0.14Sds)D + 0.7E AZI 2.. Yes Y DL 1.1... E... -.7 49 (1.0+0.14Sds)D + 0.7E AZI 3.. Yes Y DL 1.1..E....35 E... -.6.. 50 (1.0+0.14Sds)D + 0.7E AZI 3.. Yes Y DL 1.1..E....606 E... -.35 51 (0.6-0.2Sds)D + 0.7E AZI 000 Yes Y DL .471 E... .7 52 (0.6-0.2Sds)D + 0.7E AZI 030 Yes Y DL .471 E....606 E... .35 53 (0.6-0.2Sds)D + 0.7E AZI 060 Yes Y DL .471 E....35 E....606 54 (0.6-0.2Sds)D + 0.7E AZI 090 Yes Y DL .471 E... .7 55 (0.6-0.2Sds)D + 0.7E AZI 120 Yes Y DL .471 E... -.35 E....606 56 (0.6-0.2Sds)D + 0.7E AZI 150 Yes Y DL .471 E... -.6.. E... .35 57 (0.6-0.2Sds)D + 0.7E AZI 180 Yes Y DL .471 E... -.7 58 (0.6-0.2Sds)D + 0.7E AZI 210 Yes Y DL .471 E... -.6.. E... -.35 59 (0.6-0.2Sds)D + 0.7E AZI 240 Yes Y DL .471 E... -.35 E... -.6.. 60 (0.6-0.2Sds)D + 0.7E AZI 270 Yes Y DL .471 E... -.7 61 (0.6-0.2Sds)D + 0.7E AZI 300 Yes Y DL .471 E... .35 E... -.6.. 62 (0.6-0.2Sds)D +0.7E AZI 330 Yes Y DL.471 E....606E... -.35 63 (0.6-0.2Sds)D +0.7E AZI 000 Yes Y DL •469E••• .7 64 (0.6-0.2Sds)D + 0.7E AZI 030 Yes Y DL .469 E....606 E....35 65 (0.6-0.2Sds)D + 0.7E AZI 060 Yes Y DL .469 E....35 E....606 66 (0.6-0.2Sds)D +0.7E AZI 090 Yes Y DL.469 E... .7 67 (0.6-0.2Sds)D + 0.7E AZI 120 Yes Y DL •469 E... -.35 E....606 R....75 68 (0.6-0.2Sds)D +0.7E AZI 150 Yes Y DL.469E...-.6.. E... .35 R... .75 69 (0.6-0.2Sds)D +0.7E AZI 180 Yes Y DL.469E... -.7 R... .75 70 (0.6-0.2Sds)D + 0.7E AZI 210 Yes Y DL •469 E... -.6.. E... -.35 R....75 71 (0.6-0.2Sds)D + 0.7E AZI 240 Yes Y DL .469 E... -.35 E... -.6.. R... ,75 72 (0.6-0.2Sds)D +0.7E AZI 270 Yes Y DL .469 E... -.7 R... .75 73 (0.6-0.2Sds)D + 0.7E AZI 300 Yes Y DL .469 E....35 E... -.6.. R....75 74 (0.6-0.2Sds)D + 0.7E AZI 330 Yes Y DL •469 E....606 E... -.35 R... 1 ,75 Joint Coordinates and Temperatures I ahPl X fin'! Y rinl Z rinl Tamn rFl DPtarh From Dian__ 1 N1 0 19 0 0 2 N2 0 84 0 0 3 N3 0 19 38 0 4 N4 0 84 38 0 5 N5 -93 19 0 0 6 N 6 -93 84 0 0 7 N9 -184 19 0 0 8 N 10 -184 84 0 0 9 N 11 -184 19 38 0 10 N12 -184 84 38 0 11 N 19 -23.25 19 0 0 12 N20 -23.25 84 0 0 13 N21 -116.25 19 0 0 14 N22 -116.25 84 0 0 15 N 27 -46.5 19 0 0 16 N28 -46.5 84 0 0 17 N29 -139.5 19 0 0 18 N30 -139.5 84 0 0 19 N 35 -69.75 19 0 0 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 5 Company Core One Consulting USA IIIRISi4 Designer APB Job Number A NEMETSCHEK COMPANY Model Name SESEA00426 Joint Coordinates and Temperatures (Continued) Apr 19, 2022 12:23 PM Checked By._ Label X fin] Y jinj z rinj Temp rFl Detach From Diap 20 N 36 -69.75 84 0 0 21 N37 -162.75 19 0 0 22 N38 -162.75 84 0 0 23 N43 -36 72 38 0 24 N26 0 40.67 0 0 25 N27A -93 40.67 0 0 26 N28A -184 40.67 0 0 27 N29A -23.25 40.67 0 0 28 N30A -116.25 40.67 0 0 29 N31 -46.5 40.67 0 0 30 N32 -139.5 40.67 0 0 31 N33 -69.75 40.67 0 0 32 N34 -162.75 40.67 0 0 33 N35A 0 62.34 0 0 34 N36A -93 62.34 0 0 35 N37A -184 62.34 0 0 36 N38A -23.25 62.34 0 0 37 N39 -116.25 62.34 0 0 38 N40 -46.5 62.34 0 0 39 N41 -139.5 62.34 0 0 40 N42 -69.75 62.34 0 0 41 N43A -162.75 62.34 0 0 42 N44 -36 24 38 0 43 N45 -36 72 35 0 44 N46 -36 24 35 0 45 N47 -36 84 35 0 46 N48 -36 12 35 0 47 N49 -96 72 38 0 48 N50 -96 24 38 0 49 N51 -96 72 35 0 50 N52 -96 24 35 0 51 N53 -96 84 35 0 52 N54 -96 12 35 0 53 N55 -156 72 38 0 54 N56 -156 24 38 0 55 N57 -156 72 35 0 56 N58 -156 24 35 0 57 N59 -156 84 35 0 58 N60 -156 12 35 0 59 N61 0 52 38 0 60 N62 -93 52 38 0 61 N63 -184 52 38 0 62 N64 36 19 0 0 63 N65 63 19 0 0 64 N 66 36 19 -22 0 65 N67 63 19 -22 0 66 N68 36 19 -44 0 67 N69 63 19 -44 0 68 N70 36 25 -44 0 69 N71 63 25 -44 0 70 N 72 36 97 -44 0 71 N73 63 97 -44 0 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 6 Company Core One Consulting USA IIIRISi4 Designer APB Job Number A NEMETSCHEK COMPANY Model Name SESEA00426 Joint Coordinates and Temperatures (Continued) Apr 19, 2022 12:23 PM Checked By._ Label X fin] Y jinj Z [in] Temp rF] Detach From Diap 72 N74 36 103 -44 0 73 N75 63 103 -44 0 74 N 76 36 91 0 0 75 N77 63 91 0 0 76 N78 36 91 -22 0 77 N79 63 91 -22 0 78 N80 49.5 91 -11 0 79 N81 36 55 0 0 80 N82 63 55 0 0 81 N83 36 55 -22 0 82 N84 63 55 -22 0 83 N85 49.5 55 -11 0 84 N86 -122.67 19 0 0 85 N87 -122.67 84 0 0 86 N88 -122.67 19 38 0 87 N89 -122.67 84 38 0 88 N90 -61.34 19 0 0 89 N 91 -61.34 84 0 0 90 N92 -61.34 119 38 0 91 N93 -61.34 84 38 0 Joint Boundary Conditions Joint Label X /in] Y [k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/rad Z Rot. k-ft/rad 1 N3 Reaction Reaction Reaction 2 1 N4 r Reaction Reaction Reaction 3 N11 Reaction Reaction Reaction 4 N 12 Reaction Reaction Reaction 5 N43 Reaction Reaction Reaction Reaction Reaction Reaction 6 N44 Reaction Reaction Reaction Reaction Reaction Reaction 7 N45 8 N46 9 N47 10 N48 11 N49 Reaction Reaction Reaction Reaction Reaction Reaction 12 N50 Reaction Reaction Reaction Reaction Reaction Reaction 13 N 51 14 N52 15 N 53 16 N 54 17 N55 Reaction Reaction Reaction Reaction Reaction Reaction 18 N56 Reaction Reaction Reaction Reaction Reaction Reaction 19 N 57 20 N58 21 N 59 22 N60 23 N61 Reaction Reaction Reaction 24 N62 Reaction Reaction Reaction 25 N63 Reaction Reaction Reaction 26 N1 27 N2 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 7 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Joint Boundary Conditions (Continued) Joint Label X Ik/inl Y rk/inj Z rk/inl X Rot.rk-ft/radl Y Rot.fk-ft/radl Z Rot.fk-ft/radl 28 N9 29 N 10 30 N64 31 N 65 32 N66 33 N67 34 N68 35 N69 36 N70 Reaction Reaction Reaction 37 N71 Reaction Reaction Reaction 38 N72 Reaction Reaction Reaction 39 N73 Reaction Reaction Reaction 40 N74 41 N 75 42 N76 43 N77 44 N78 45 N79 46 N81 47 N82 48 N83 49 N84 50 N88 Reaction Reaction Reaction 51 N89 Reaction Reaction Reaction 52 N92 Reaction Reaction Reaction 53 N93 Reaction Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : Self Weight) Joint Label L,D,M Direction Ma nitude Ib,lb-ft , in,rad ,(lb *SA 2/in, Ib *SA 2*... 1 N85 L Y 1 -1400 Joint Loads and Enforced Displacements (BLC 8 : Seismic Load AZ/ 000) Joint Label L,D,M Direction Ma nitude Ib,lb-ft , in,rad ,(lb *SA 2/in, Ib *SA 2*... 1 N85 L Z -574 Joint Loads and Enforced Displacements (BLC 9 : Seismic Load AZI 090) Joint Label L,D,M Direction Ma nitude Ib,lb-ft , in,rad ,(lb *SA 2/in, Ib *SA 2*... 1 N85 L X -574 Member Point Loads (BLC 1: Self Weight) Member Label Direction Magnitudeflb,lb-ftl LocationfinAl 1 M P 1 Y -32.25 3 2 M P2 Y -32.25 3 3 MP3 Y -14.05 6 4 MP3 Y -14.05 36 5 M P 1 Y -32.25 69 6 MP2 Y -32.25 69 7 MP3 Y -14.05 30 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 8 Company Core One Consulting USA IIIRISi4 Designer APB Job Number A NEMETSCHEK COMPANY Model Name SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Member Point Loads (BLC 1: Self Weight) (Continued) Member Label Direction Ma nitude Ib,lb-ft Location in,% 8 MP3 y -14.05 60 Member Point Loads (BLC 8: Seismic Load AZI 000) Member Label Direction Maanitudeflh.lb-ftl Locationfin.%1 1 MP1 Z -16.125 3 2 MP2 Z -16.125 3 3 MP3 Z -7.025 6 4 MP3 Z -7.025 36 5 MP1 Z -16.125 69 6 MP2 Z -16.125 69 7 MP3 Z -7.025 30 8 MP3 Z -7.025 60 Member Point Loads (BLC 9: Seismic Load AZI 090) MamhPr I nK-1 nirAn inn MannifiirlPflh_H--ftl I ncatinnfin 0/.I 1 MP1 X -16.125 3 2 MP2 X -16.125 Er 3 MP3 X -7.025 6 4 MP3 X -7.025 36 5 MP1 X -16.125 69 6 MP2 X -16.125 69 7 MP3 X -7.025 30 8 MP3 X -7.025 60 Member Distributed Loads (BLC I: Self Weight) Mamhar I ahal nirartinn Start Mannifiirip rl Fnr1 NAanniturlaflh/ft F nsfl Start 1 nratinnrin Fnrt I nrafinnrin 0/1 1 M10 y -4.8 -4.8 0 %100 2 M11 y -4.8 -4.8 0 %100 3 M26A y -4.8 -4.8 0 %100 4 M27A y -4.8 -4.8 0 %100 Member Distributed Loads (BLC 10 : BLC 2 Transient Area Loads) Mamhar I ahal nirartinn Gtnrt Mnnnifiirlafl Fnd Mnnnitiidaflh/ft F ncfl Rtart I nratinnfin Fnrl I nrnfinnfin 0/.1 1 M 10 Z 22.878 22.878 1.421 e-14 162.753 2 Mil Z 22.889 22.889 7.105e-15 162.753 3 M 13 Z 22.446 22.446 0 64.998 4 M27 Z 22.446 22.446 0 64.998 5 M26A Z 45.779 45.779 7.105e-15 162.753 6 M27A Z 45.764 45.764 6.217e-15 162.753 7 M41 Z -25.35 -25.35 0 27 8 M47 Z -25.35 -25.35 0 27 9 M48 Z -28.519 -28.519 12 60 10 M51 Z -28.519 -28.519 12 60 Member Distributed Loads (BLC 11 : BLC 3 Transient Area Loads) Member Label Direction Start Ma nitude I... End Ma nitude Ib/ft,F, sf Start Location in...End Location in 1 M1 X-18.909-18.909 10.401 28.173 2 M6 X-18.909-18.909 9.827 27.599 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 9 Corn pan y IIIRISi4 Designer Job Number A NEMETSCHEK COMPANY Model Name Core One Consulting USA APB SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Member Distributed Loads (BLC 11 : BLC 3 Transient Area Loads) (Continued) MP. mhpr I ahal Dirartinn Start Mnnnihirlarl Fnd Mannifiid PrIh/ft F ncfl Start I nratinnfin Fnd I oratinnrin %1 3 M8 X -3.249 -36.989 0 15.059 4 M8 X -36.989 -47.769 15.059 30.117 5 M8 X -47.769 -47.769 30.117 45.176 6 M8 X -47.769 -36.989 45.176 60.234 7 M8 X -36.989 -3.249 60.234 75.293 8 M12 X -31.062 -16.617 0 29.25 9 M12 X -16.617 -2.172 29.25 58.5 10 M 16 X -2.172 -16.617 6.5 35.75 11 M 16 X -16.617 -31.062 35.75 65 12 M50 X -23.237 -23.237 3.553e-15 72 13 M51 X -23.237 -23.237 0 72 Member Distributed Loads (BLC 12 : BLC 5 Transient Area Loads) AAcmhcr I nhal nircrtinn Ctnrt hAnnnifiirlcrl Fnrl Unnnitiirlcflh/ft F nefl C#art I nrnfinnrin Fnrl I n nfinnrin 0/1 1 M 10 Z 3.303 3.303 1.421 e-14 162.753 2 Mil Z 3.305 3.305 7.105e-15 162.753 3 M 13 Z 3.241 3.241 0 64.998 4 M27 Z 3.241 3.241 0 64.998 5 M26A Z 6.61 6.61 7.105e-15 162.753 6 M27A Z 6.607 6.607 6.217e-15 162.753 Member Distributed Loads (BLC 13 : BLC 6 Transient Area Loads) Memhar I ahal Dirxtinn Start Mannihirlprl___ End MannitudPflhfft_F_nsfl Start Lnratinnfin___Fnd I nratinnrin a 1 1 M1 X -2.73 -2.73 10.401 28.173 2 M6 X -2.73 -2.73 9.827 27.599 3 M8 X -.469 -5.34 0 15.059 4 M8 X -5.34 -6.897 15.059 30.117 5 M8 X -6.897 -6.897 30.117 45.176 6 M8 X -6.897 -5.34 45.176 60.234 7 M8 X -5.34 -.469 60.234 75.293 8 M12 X -4.485 -2.399 0 29.25 9 M12 X -2.399 -.314 29.25 58.5 10 M 16 X -.314 -2.399 6.5 35.75 11 M 16 X -2.399 -4.485 35.75 65 Member Area Loads (BLC 2 : Wind Load AZI000) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude 1 N10 N9 N1 N2 Z Two Way 25.35 7077 N76 N65 N64 Two Wav -25.35 Member Area Loads (BLC 3 : Wind Load AZI090) Member Area Loads (BLC 5 : Wind + Ice Load AZI000) Joint A Joint B Joint C Joint D Direction Distribution Ma nitude s 1 N10 N9 N1 N2 Z Two Way 3.66 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 10 Corn pan y IIIRISi4 Designer Job Number A NEMETSCHEK COMPANY Model Name Core One Consulting USA APB SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Member Area Loads (BLC 6 : Wind + Ice LoadAZI090) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ 1 N4 N2 N1 N3 X Two Way -3.66 Envelope Joint Displacements Joint X in LC Y [inj LC Z [inj LC X Rotation ... LC Y Rotation ... LC Z Rotation[... LC 1 N 1 max .056 11 0 65 .001 2 6.049e-5 66 1.565e-3 5 3.166e-4 5 2 min -.055 17 -.002 47 0 20 -7.962e-5 48 -1.555e-3 23 -2.12e-4 23 3 N2 max .047 11 -.001 65 0 14 4.79e-5 66 1.257e-3 17 3.157e-4 5 4 min -.045 17 -.003 47 0 8 -1.002e-4 48 -1.277e-3 11 -2.125e-4 23 5 N3 max 0 74 0 74 0 74 2.67e-4 23 8.498e-4 5 5.066e-4 5 6 min 0 1 0 1 0 1-3.717e-4 5-8.379e-4 23 -3.988e-4 23 7 N4 max 0 74 0 74 0 74 1.766e-4 23 7.025e-4 17 3.157e-4 5 8 min 0 1 0 1 0 1-2.869e-4 5 -7.061 a-4 11 -2.125e-4 23 9 N5 max .054 11 .001 20 .034 2 4.189e-4 23 2.582e-4 22 9.635e-5 22 10 min -.054 17 -.026 2 -.025 20 -6.152e-4 5 -3.084e-4 4 -1.743e-4 4 11 N6 max .047 11 .001 20 .03 2 2.212e-4 23 2.361 e-4 22 9.537e-5 22 12 min -.045 17 -.026 2 -.027 20 -7.307e-4 5 -2.411 e-4 4 -1.515e-4 4 13 N9 max .054 11 0 19 .001 2 1.467e-4 17 1.775e-3 5 1.047e-5 66 14 min -.054 17 -.003 13 0 20 -1.839e-4 11 -1.751 e-3 23 -8.126e-5 48 15 N 10 max .046 11 -.001 19 0 14 1.14e-4 17 1.483e-3 17 2.056e-4 17 16 min -.045 17 -.003 13 0 8 -1.862e-4 11 -1.5e-3 11 -2.706e-4 11 17 N 11 max 0 74 0 74 0 74 2.654e-4 23 6.551 e-4 17 2.447e-4 17 18 min 0 1 0 1 0 1-3.252e-4 5-6.735e-4 11 -3.066e-4 11 19 N 12 max 0 74 0 74 0 74 2.216e-4 23 5.503e-4 17 2.056e-4 17 20 min 0 1 0 1 0 1-2.829e-4 5-5.706e-4 11 -2.706e-4 11 21 N 19 max .055 11 .009 20 .059 2 1.441 e-4 22 8.679e-4 2 6.683e-4 2 22 min -.055 17 -.038 2 -.045 20 -2.174e-4 4 -5.716e-4 20 -9.552e-5 20 23 N20 max .047 11 .008 20 .056 2 6.65e-5 22 7.167e-4 2 5.737e-4 2 24 min -.045 17 -.038 2 -.047 20 -3.34e-4 4 -6.564e-4 20 -1.515e-4 20 25 N21 max .054 11 -.002 19 .01 13 4.038e-4 23 6.943e-4 19 1.662e-4 20 26 min -.054 17 -.014 13 -.006 19 -6.293e-4 5 -1.181 a-3 13 -1.076e-3 2 27 N22 max .046 11 -.003 19 .007 25 2.463e-4 23 8.409e-4 19 4.72e-4 20 28 min -.045 17 -.015 13 -.007 7 -6.783e-4 5 -8.768e-4 13 -5.524e-4 2 29 N27 max .055 11 .003 20 .035 2 3.336e-4 22 1.698e-3 20 5.137e-4 20 30 min -.054 17 -.027 2 -.025 20 -4.638e-4 4 -2.433e-3 2 -1.632e-3 2 31 N28 max .047 11 .002 20 .031 2 1.551 e-4 22 1.833e-3 20 7.608e-4 20 32 min -.045 17 -.028 2 -.027 20 -6.401 e-4 4 -2.183e-3 2 -1.165e-3 2 33 N29 max .054 11 .003 20 .038 2 2.42e-4 23 2.231 e-3 2 1.414e-3 2 34 min -.054 17 -.026 2 -.027 20 -4.217e-4 5 -1.584e-3 20 -4.498e-4 20 35 N30 max .046 11 .002 20 .034 2 1.376e-4 23 2.035e-3 2 1.056e-3 2 36 min -.045 17 -.026 2 -.03 20 -4.553e-4 5 -1.702e-3 20 -6.628e-4 20 37 N35 max .055 11 -.002 20 .013 3 4.339e-4 23 1.353e-3 2 1.17e-3 2 38 min -.054 17 -.016 2 -.008 21 -6.103e-4 4 -8.209e-4 20 -2.064e-4 20 39 N36 max .047 11 -.002 20 .009 15 2.044e-4 22 1.034e-3 2 5.876e-4 2 40 min -.045 17 -.017 2 -.01 9 -8.001 a-4 4 -9.902e-4 20 -5.202e-4 20 41 N37 max .054 11 .007 20 .054 2 2.437e-5 23 8.563e-4 20 1.747e-4 20 42 min -.054 17 -.033 2 -.041 20 -1.296e-4 5 -1.188e-3 2 -7.899e-4 2 43 N38 max .046 11 .007 20 .051 2 -2.076e-5 72 9.322e-4 20 2.197e-4 20 44 min -.045 17 -.033 2 -.043 20 -1.684e-4 42 -1.05e-3 2 -7.104e-4 2 45 N43 max 0 74 0 74 0 74 0 74 0 74 0 74 46 min 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 11 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Joint Displacements (Continued) Joint X Gnj LC Y [in] LC Z rinj LC X Rotation r... LC Y Rotation r... LC Z Rotation[... LC 47 N26 max .064 12 -.001 65 .071 2 1.86e-3 14 1.461 e-3 17 9.469e-4 20 48 min -.062 18 -.003 47 -.07 8 -1.882e-3 8 -1.461 a-3 11 -9.633e-4 2 49 N27A max .064 12 .001 20 .119 2 1.922e-3 14 1.655e-4 20 3.402e-4 20 50 min -.062 18 -.026 2 -.112 20 -2.025e-3 8 -1.793e-4 2 -3.763e-4 2 51 N28A max .064 12 0 19 .073 2 1.892e-3 14 1.676e-3 5 9.309e-4 20 52 min -.062 18 -.003 13 -.072 8 -1.908e-3 8 -1.666e-3 23 -9.529e-4 2 53 N29A max .064 12 .008 20 .123 2 1.304e-3 14 7.324e-4 14 4.242e-4 8 54 min -.062 18 -.038 2 -.11 20 -1.48e-3 8 -7.341 e-4 8 -2.713e-4 14 55 N30A max .064 12 -.002 19 .115 2 2.43e-3 14 9.007e-5 6 3.308e-4 20 56 min -.062 18 -.014 13 -.112 20 -2.485e-3 8 -5.622e-5 24 -3.626e-4 2 57 N31 max .064 12 .003 20 .125 2 2.172e-3 2 1.75e-4 20 4.843e-4 20 58 min -.062 18 -.027 2 -.116 20 -2.183e-3 8 -3.598e-4 2 -6.598e-4 2 59 N32 max .064 12 .003 20 .125 2 1.809e-3 14 2.568e-4 7 2.332e-4 8 60 min -.062 18 -.026 2 -.116 20 -1.988e-3 8 -8.365e-5 25 -8.108e-5 14 61 N33 max .064 12 -.002 20 .116 2 2.375e-3 14 2.698e-4 20 3.531e-4 8 62 min -.062 18 -.017 2 -.112 20 -2.462e-3 8 -3.018e-4 2 -3.446e-4 14 63 N34 max .064 12 .006 20 .117 2 1.46e-3 2 1.295e-3 20 4.301e-4 20 64 min -.062 18 -.033 2 -.106 20 -1.438e-3 20 -1.343e-3 2 -6.38e-4 2 65 N35A max .063 12 -.001 65 .07 2 1.864e-3 8 1.359e-3 17 8.981 a-4 14 66 min -.061 18 -.003 47 -.07 8 -1.872e-3 2 -1.369e-3 11 -9.136e-4 8 67 N36A max .063 12 .001 20 .117 2 1.932e-3 20 1.417e-4 14 3.017e-4 25 68 min -.061 18 -.026 2 -.113 20 -2.014e-3 2 -1.477e-4 8 -3.351 e-4 7 69 N37A max .063 12 -.001 19 .073 2 1.901 a-3 8 1.579e-3 17 8.879e-4 14 70 min -.061 18 -.003 13 -.072 8 -1.907e-3 2 -1.582e-3 11 -9.095e-4 8 71 N38A max .063 12 .008 20 .121 2 1.395e-3 20 1.125e-3 14 5.263e-4 2 72 min -.061 18 -.038 2 -.11 20 -1.559e-3 2 -1.164e-3 8 -3.729e-4 20 73 N39 max .063 12 -.002 19 .114 2 2.442e-3 20 2.923e-4 2 3.189e-4 14 74 min -.061 18 -.015 13 -.112 20 -2.523e-3 2 -2.603e-4 20 -3.436e-4 8 75 N40 max .063 12 .002 20 .124 2 1.953e-3 20 -4.673e-6 15 4.927e-5 25 76 min -.061 18 -.027 2 -.117 20 -1.987e-3 2 -1.804e-4 9 -2.124e-4 7 77 N41 max .063 12 .002 20 .123 2 2.035e-3 20 2.766e-4 2 5.983e-4 2 78 min -.061 18 -.026 2 -.116 20 -2.213e-3 2 -1.029e-4 20 -4.586e-4 20 79 N42 max .063 12 -.002 20 .114 2 2.382e-3 20 3.03e-5 15 3.216e-4 2 80 min -.061 18 -.017 2 -.112 20 -2.493e-3 2 -6.257e-5 9 -3.222e-4 8 81 N43A max .063 12 .007 20 .117 2 1.34e-3 8 9.204e-4 8 1.67e-4 25 82 min -.061 18 -.033 2 -.106 20 -1.307e-3 14 -9.222e-4 2 -3.72e-4 7 83 N44 max 0 74 0 74 0 74 0 74 0 74 0 74 84 min 0 1 0 1 0 1 0 1 0 1 0 1 85 N45 max 0 74 0 74 0 74 0 74 0 74 0 74 86 min 0 1 0 1 0 1 0 1 0 1 0 1 87 N46 max 0 74 0 74 0 74 0 74 0 74 0 74 88 min 0 1 0 1 0 1 0 1 0 1 0 1 89 N47 max 0 48 0 74 0 45 3.321 e-5 69 0 74 3.321 e-5 66 90 min 0 42 0 39 0 39 -3.321 a-5 39 0 1 -3.321 e-5 48 91 N48 max 0 72 0 74 0 69 3.32e-5 63 0 74 3.32e-5 72 92 min 0 54 0 39 0 51 -3.32e-5 45 0 1 -3.32e-5 42 93 N49 max 0 74 0 74 0 74 0 74 0 74 0 74 94 min 0 1 0 1 0 1 0 1 0 1 0 1 95 N50 max 0 74 0 74 0 74 0 74 0 74 0 74 96 min 0 1 0 1 0 1 0 1 0 1 0 1 97 N51 max 0 74 0 74 0 74 0 74 0 74 0 74 98 min 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 12 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Joint Displacements (Continued) Joint X Gnj LC Y [in] LC Z rinj LC X Rotation r... LC Y Rotation r... LC Z Rotation[... LC 99 N52 max 0 74 0 74 0 74 0 74 0 74 0 74 100 min 0 1 0 1 0 1 0 1 0 1 0 1 101 N53 max 0 48 0 74 0 45 3.321 e-5 69 0 74 3.321 a-5 66 102 min 0 42 0 39 0 39 -3.321 e-5 39 0 1 -3.321 a-5 48 103 N54 max 0 72 0 74 0 69 3.32e-5 63 0 74 3.32e-5 72 104 min 0 54 0 39 0 51 -3.32e-5 45 0 1 -3.32e-5 42 105 N55 max 0 74 0 74 0 74 0 74 0 74 0 74 106 min 0 1 0 1 0 1 0 1 0 1 0 1 107 N56 max 0 74 0 74 0 74 0 74 0 74 0 74 108 min 0 1 0 1 0 1 0 1 0 1 0 1 109 N57 max 0 74 0 74 0 74 0 74 0 74 0 74 110 min 0 1 0 1 0 1 0 1 0 1 0 1 111 N58 max 0 74 0 74 0 74 0 74 0 74 0 74 112 min 0 1 0 1 0 1 0 1 0 1 0 1 113 N59 max 0 72 0 74 0 69 7.863e-6 69 0 74 7.863e-6 66 114 min 0 42 0 39 0 39 -7.863e-6 39 0 1 -7.863e-6 48 115 N60 max 0 72 0 74 0 69 1.778e-6 63 0 74 1.778e-6 72 116 min 0 42 0 39 0 39 -1.778e-6 45 0 1 -1.778e-6 42 117 N61 max 0 74 0 74 0 74 1.932e-4 5 7.745e-4 5 2.032e-4 23 118 min 0 1 0 1 0 1-1.427e-4 23 -7.705e-4 23 -2.529e-4 5 119 N62 max 0 74 0 74 0 74 0 74 0 74 0 74 120 min 0 1 0 1 0 1 0 1 0 1 0 1 121 N63 max 0 74 0 74 0 74 1.389e-4 5 6.019e-4 17 1.331 e-4 11 122 min 0 1 0 1 0 1 -1.157e-4 23 -6.213e-4 11 -1.085e-4 17 123 N64 max .01 48 -.035 63 -.003 74 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 124 min -.01 42 -.28 45 -.024 44 7.834e-4 63 -1.751 e-4 42 -4.261 e-4 48 125 N65 max .01 48 -.035 63 -.003 64 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 126 min -.01 42 -.28 45 -.024 46 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 127 N66 max .007 48 -.018 63 -.003 74 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 128 min -.007 42 -.128 45 -.024 44 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 129 N67 max .007 48 -.018 63 -.003 64 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 130 min -.007 42 -.128 45 -.024 46 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 131 N68 max 0 42 0 72 -.003 74 4.513e-3 44 4.022e-4 48 1.651 a-4 42 132 min 0 48 0 42 -.024 44 6.425e-4 74 -4.022e-4 42 -1.65e-4 48 133 N69 max 0 42 0 66 -.003 64 4.513e-3 46 4.022e-4 48 1.65e-4 42 134 min 0 48 0 48 -.024 46 6.425e-4 64 -4.022e-4 42 -1.651 a-4 48 135 N70 max 0 74 0 74 0 74 3.623e-3 44 4.022e-4 48 1.242e-4 42 136 min 0 1 0 1 0 1 5.052e-4 74 -4.022e-4 42 -1.241 e-4 48 137 N71 max 0 74 0 74 0 74 3.623e-3 46 4.022e-4 48 1.241e-4 42 138 min 0 1 0 1 0 1 5.052e-4 64 -4.022e-4 42 -1.242e-4 48 139 N72 max 0 74 0 74 0 74 -2.362e-4 74 4.022e-4 48 7.539e-5 48 140 min 0 1 0 1 0 1 -1.795e-3 44 -4.022e-4 42 -7.544e-5 42 141 N73 max 0 74 0 74 0 74 -2.362e-4 64 4.022e-4 48 7.544e-5 48 142 min 0 1 0 1 0 1 -1.795e-3 46 -4.022e-4 42 -7.539e-5 42 143 N74 max 0 42 0 74 -.001 74 -2.363e-4 74 4.022e-4 48 7.532e-5 48 144 min 0 48 0 39 -.011 144 -1.795e-3 44 -4.022e-4 42 -7.538e-5 42 145 N75 max 0 42 0 74 -.001 64 -2.363e-4 64 4.022e-4 48 7.538e-5 48 146 min 0 48 0 39 -.011 46 -1.795e-3 46 -4.022e-4 42 -7.532e-5 42 147 N 76 max .041 48 -.035 63 .471 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 148 min -.041 42 -.28 45 .052 63 7.834e-4 63 -1.751 e-4 42 -4.261 e-4 48 149 N 77 max .041 48 -.035 63 .471 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 150 min -.041 42 -.28 45 .052 63 7.834e-4 63 -1.751 e-4 42 -4.261 e-4 48 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 13 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Joint Displacements (Continued) .Inint x rinl I C: Y rinl I C: 7 rinl I C; x Rntatinn r 1 r. Y Rotation r 1 r. 7 Rntatinn r I r 151 N 78 max .037 48 -.018 63 .471 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 152 min -.037 42 -.128 45 .052 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 153 N79 max .037 48 -.018 63 .471 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 154 min -.037 42 -.128 45 .052 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 155 N80 max .039 48 -.027 63 .471 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 156 min -.039 42 -.204 45 .052 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 157 N 81 max .026 48 -.035 63 .224 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 158 min -.026 42 -.28 45 .024 63 7.834e-4 63 -1.751 e-4 42 -4.261 e-4 48 159 N 82 max .026 48 -.035 63 .224 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 160 min -.026 42 -.28 45 .024 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 161 N 83 max .022 48 -.018 63 .224 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 162 min -.022 42 -.128 45 .024 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 163 N 84 max .022 48 -.018 63 .224 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 164 min -.022 42 -.128 45 .024 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 165 N 85 max .024 48 -.027 63 .224 45 6.873e-3 45 1.751 e-4 48 4.261 e-4 42 166 min -.024 42 -.204 45 .024 63 7.834e-4 63 -1.751 e-4 42 -4.261 a-4 48 167 N86 max .054 11 -.002 20 .003 2 3.996e-4 23 6.099e-4 16 1.495e-4 17 168 min -.054 17 -.006 2 -.001 20 -6.332e-4 5 -7.007e-4 10 -4.669e-4 11 169 N87 max .046 11 -.005 65 .002 2 2.532e-4 23 6.227e-4 4 3.363e-4 5 170 min -.045 17 -.013 47 -.002 8 -6.638e-4 5 -5.061 a-4 22 -1.664e-4 24 171 N88 max 0 74 0 74 0 74 2.758e-4 23 6.35e-4 5 3.474e-4 5 172 min 0 1 0 1 0 1-3.698e-4 5-5.875e-4 23 -2.88e-4 23 173 N89 max 0 74 0 74 0 74 1.336e-4 23 5.23e-4 5 2.919e-4 5 174 min 0 1 0 1 0 1-4.317e-4 5-5.033e-4 23 -2.231 e-4 23 175 N90 max .055 11 -.001 20 .003 2 4.546e-4 22 6.911e-4 6 3.582e-4 5 176 min -.054 17 -.006 2 -.002 20 -6.211 e-4 4 -6.624e-4 24 -1.895e-4 23 177 N91 max .047 11 -.006 65 .002 2 2.116e-4 22 5.409e-4 18 1.523e-4 17 178 min -.045 17 -.014 47 -.002 20 -8.355e-4 4 -6.846e-4 12 -3.494e-4 11 179 N92 max 0 74 0 74 0 74 2.796e-4 23 6.101 a-4 5 3.069e-4 5 180 min 0 1 0 1 0 1-3.706e-4 5-5.846e-4 23 -2.845e-4 23 181 N93 max 0 74 0 74 0 74 1.427e-4 23 5.453e-4 5 3.037e-4 5 182 min 0 1 0 1 0 1-4.459e-4 5-4.628e-4 23 -2.345e-4 23 Envelope Joint Reactions .Inint X flhl I C: Y Ilhl 1 r 7 rlhl 1 r: KAY rih-ftl I t^ RAY rlh-ftl I f` KA7 rlh-ftl I r 1 N3 max 33.768 17 11.712 42 52.82 20 0 74 0 74 0 74 2 min -35.068 11 2.622 72 -128.979 2 0 1 0 1 0 1 3 N4 max 84.4 5 107.724 42 136.471 8 0 74 0 74 0 74 4 min -84.158 23 43.47 72 -59.406 14 0 1 0 1 0 1 5 N 11 max 6.993 5 11.585 43 53.933 20 0 74 0 74 0 74 6 min -5.086 23 4.464 73 -130.544 2 0 1 0 1 0 1 7 N 12 max 8.008 66 110.218 48 135.484 8 0 74 0 74 0 74 8 min -9.823 48 41.901 66 -58.08 14 0 1 0 1 0 1 9 N43 max 14.52 66 49.342 45 14.52 63 19.904 39 3.63 72 7.569 48 10 min -14.52 48 20.483 63 -14.52 45 -2.447 69 -3.63 42 -7.569 42 11 N44 max 14.52 66 49.342 39 14.52 63 19.902 45 3.63 72 7.567 66 12 min -14.52 48 20.483 69 -14.52 45 -2.447 63 -3.63 42 -7.567 72 13 N49 max 14.52 66 49.342 45 14.52 63 19.904 39 3.63 72 7.569 48 14 min -14.52 48 20.483 63 -14.52 45 -2.447 69 -3.63 42 -7.569 42 15 N50 max 14.52 66 49.342 39 14.52 63 19.902 45 3.63 72 7.567 66 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 14 Company Core One Consulting USA IIIRISi4 Designer APB Job Number A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Joint Reactions (Continued) Apr 19, 2022 12:23 PM Checked By._ Joint X pbj LC Y Pb] LC Z rlbj LC MX [lb-ftj LC MY [lb-ftj LC MZ [lb-ft] LC 16 1 min -14.52 481 20.483 69 -14.52 45 -2.447 63 -3.63 42 -7.567 72 17 N55 max 13.971 66 46.639 39 13.971 63 15.439 45 3.493 72 3.779 66 18 min -13.971 48 19.361 69 -13.971 45 1.061 63 -3.493 42 -3.779 72 19 N56 max 12.165 66 42.673 45 12.165 63 15.754 39 3.041 72 5.086 48 20 min -12.165 48 17.715 63 -12.165 45 -.657 69 -3.041 42 -5.086 42 21 N61 max 28.449 5 5.139 50 1.368 63 0 74 0 74 0 74 22 min -28.264 23 2.133 63 -1.658 45 0 1 0 1 0 1 23 N62 max 0 74 0 74 0 74 0 74 0 74 0 74 24 min 0 1 0 1 0 1 0 1 0 1 0 1 25 N63 max 1.522 42 5.139 50 1.405 63 0 74 0 74 0 74 26 min -1.321 72 2.133 63 -1.582 45 0 1 0 1 0 1 27 N70 max 233.198 66 1336.06 42 991.153 41 0 74 0 74 0 74 28 min -233.741 72 40.098 72 -423.003 71 0 1 0 1 0 1 29 N71 max 233.74 66 1336.059 48 991.156 49 0 74 0 74 0 74 30 min -233.199 72 40.102 66 -422.998 67 0 1 0 1 0 1 31 N72 max 32.207 42 76.038 50 -56.398 74 0 74 0 74 0 74 32 min -32.19 48 31.566 63 -511.446 44 0 1 0 1 0 1 33 N73 max 32.19 42 76.038 50 -56.398 64 0 74 0 74 0 74 34 min -32.206 48 31.566 63 -511.446 46 0 1 0 1 0 1 35 N88 max 25.92 5 20.834 42 169.524 20 0 74 0 74 0 74 36 min -23.673 23 6.844 72 -338.355 2 0 1 0 1 0 1 37 N89 max 23.849 17 227.553 48 334.243 8 0 74 0 74 0 74 38 min -26.631 11 93.552 66 -165.823 14 0 1 0 1 0 1 39 N92 max 25.818 5 20.228 43 172.346 20 0 74 0 74 0 74 40 min -24.947 23 7.775 73 -338.342 2 0 1 0 1 0 1 41 N93 max 25.226 5 224.895 48 331.111 8 0 74 0 74 0 74 42 min -25.221 11 91.985 66 -165.617 14 0 1 0 1 0 1 43 Totals: max 716.437 66 3121.372 41 1057.948 8 44 min -716.439 48 1295.77 71 -1057.937 14 Envelope RISC 15th(360-16): ASD Steel Code Checks iwem... ana e uoae unecK roc in Lc anear ... LOc[inj uir LU 2 rnciom... rnuom io I iwn io... ivinz...... t n 1 M23 L4X4... .411 43.333 2 .028 43.333 z 1830.879 8089.82 405.914626...... H2.. 2 M11 L4X4... .406 61.333 3 .054 122.667 y 43 507.206 8089.82 405.914464...... H2.. 3 M26 L4X4... .394 43.333 2 .028 43.333 z 2 1830.879 8089.82 405.914626...... H2.. 4 M8 L4X4... .381 37.646 5 .026 75.293 z 5 1962.697 8089.82 405.914579...... H2.. 5 M10 L4X4... .349 61.333 20 .051 122.667 z 8 507.206 8089.82 405.914505...... H2.. 6 M24 L4X4... .301 43.333 2 .025 43.333 z 2 1830.879 8089.82 405.914626...... H2.. 7 M25 L4X4... .294 43.333 2 .024 43.333 z 2 1830.879 8089.82 405.914626...... H2.. 8 M27A L4X4... .291 162.917 2 .026 115 y 2 507.206 8089.82 294.774254...... H2.. 9 M21 L4X4... .276 43.333 20 .021 0 z 8 1830.879 8089.82 405.914626...... H2.. 10 M26A L4X4... .271 92 2 .025 70.917 y 2 507.206 8089.82 294.774252...... H2.. 11 M61 L4X4... .233 0 3 .011 0 z 11 1921.995 8089.82 405.914626-.... H2.. 12 M57 L4X4... .225 0 13 .011 0 z 5 1921.995 8089.82 405.914626...... H2.. 13 M13 L4X4... .224 33.177 2 .019 65 z 8 1830.879 8089.82 405.914615...... H2.. 14 M12 L4X4... .223 43.333 2 .015 0 z 8 1830.879 8089.82 405.914615...... H2.. 15 M37 HSS4.. .211 84 44 .017 78.75 z 47 105634 .... 131664.671 14667.6.. 1466.... H1.. 16 M38 HSS4.. .211 84 46 .017 78.75 z 43 105634 .... 131664.671 14667.6.. 1466.... H1.. 17 M40 HSS4.. .207 0 45 .052 0 y 42 123942 .... 131664.671 14667.6.. 1466.... H1.. 18 M39 HSS4.. .207 0 45 .052 0 y 48 123942 .... 131664.671 14667.6.. 1466.... H1.. RISA-31D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 15 Corn pan y 111RI Si4 Designer Job Number A NEMETSCHEK COMPANY Model Name Core One Consulting USA APB SESEA00426 Apr 19, 2022 12:23 PM Checked By._ Envelope AISC 15th(360-16): ASD Steel Code Checks (Continued) Mam Ghana C ndp C;hark I nrrinl I r. Rhaar 1 nrrinl nir I r. Pnr./nm Pnt/nm rlhl Mnvv/n Mn7 Fnn 19 M22 L4X4... .195 43.333 20 .014 0 z 8 1830.879 8089.82 405.914 626.... - H2.. 20 M27 L4X4... .187 20.99 2 .018 65 z 8 1830.879 8089.82 405.914626...... H2.. 21 M56 L4X4... .179 0 13 .010 1.583 z 11 1921.995 8089.82 405.914626...... H2.. 22 M60 L4X4... .174 0 3 .010 .792 z 5 1921.995 8089.82 405.914626...... H2.. 23 M6 L4X4... .116 38 12 .007 27.708 z 11 1921.995 8089.82 405.914626...... H2.. 24 M4 L4X4... .105 38 12 .003 0 z 5 1921.995 8089.82 405.914626...... H2.. 25 M1 L4X4... .088 38 12 .007 28.5 z 11 1921.995 8089.82 405.914626...... H2.. 26 M18 L4X4... .085 0 11 .004 40.25 z 11 507.206 8089.82 405.914537...... H2.. 27 M17 L4X4... .075 0 11 .004 0 z 11 507.206 8089.82 405.914555...... H2.. 28 M3 L4X4... .072 38 12 .003 13.458 z 5 1921.995 8089.82 405.914626...... H2.. 29 M58 L4X4... .053 36.862 44 .002 0 y 45 1962.697 8089.82 294.774575...... H2.. 30 M62 L4X4... .053 36.862 44 .002 0 y 45 1962.697 8089.82 294.774575...... H2.. 31 M16 L4X4... .040 52.813 23 .008 32.5 y 5 1830.879 8089.82 294.774626...... H2.. 32 M9 L4X4... .037 36.862 44 .002 0 y 44 1962.697 8089.82 294.774575...... H2.. 33 M63 L4X4... .036 0 5 .002 0 z 5 1830.879 8089.82 405.914626...... H2.. 34 M59 L4X4... .035 0 5 .002 0 z 5 1830.879 8089.82 405.914626....-H2.. 35 M14 L4X4... .033 65 11 .001 32.5 z 5 1830.879 8089.82 294.774626...... H2.. 36 MP1 PIPE... .009 12 48 .002 12 48 13883.3... 21377.246 1245.259 1245.... H1.. 37 MP2 PIPE... .009 12 48 .002 12 48 13883.3... 21377.246 1245.259 1245.... H1.. 38 M43 L3X3... .006 17.414 44 .001 0 y 50 25757.9 ... 31041.916 1123.1792446 .... H2.. 39 MP3 PIPE... .006 12 48 .001 12 72 13883.3... 21377.246 1245.259 1245.... H1.. 40 M41 L4X4... .006 13.5 2 .001 0 z 20 32650.06 41604.79 2087.5564467.... H2.. 41 M42 L4X4... .003 13.5 39 .001 0 y 50 32650.06 41604.79 2087.5564467.... H2.. Envelope Member Section Stresses Mamhar Rar Axialrkcil I (:v Ohaarrk 7 Rhaarr v-Tnnrkcil v-Rntrkcil I C 7-Tnnrkcil 1 C 7-Rn 1 C 1 M 1 1 max .044 14 .004 48 .003 66 0 22 0 4 0 72 0 42 2 min -.044 8 0 66 -.004 48 0 4 0 22 0 42 0 72 3 2 max .044 14 .002 11 .004 66 .023 48 .012 66 .028 42 .014 72 4 min -.044 8 0 17 -.004 48 -.012 66 -.023 48 -.012 72 -.03 42 5 3 max .044 14 0 23 .009 17 .041 48 .027 66 .046 42 .036 72 6 min -.044 8 -.002 5 -.01 11 -.027 P06 -.041 48 -.033 72 -.051 42 7 4 max .044 14 0 72 .019 17 .075 11 .066 17 .092 17 .106 11 8 min -.044 8 -.004 42 -.02 11 -.066 17 -.075 11 -.096 11 -.101 17 9 5 max .044 14 0 72 .019 17 .134 23 .138 5 .199 17 .263 11 10 min -.044 8 -.005 42 -.02 11 -.138 5 -.134 23 -.239 11 -.2191 17 11 M3 1 max .044 14 .004 11 .008 5 0 23 0 5 0 24 0 6 12 min -.044 8 0 17 -.008 23 0 5 0 23 0 6 0 24 13 2 max .044 14 .002 11 .008 5 .035 11 .029 17 .047 5 .036 23 14 min -.044 8 -.002 17 -.008 23 -.029 17 -.035 11 -.033 23 -.051 5 15 3 max .044 14 .001 23 .008 5 .065 11 .061 17 .083 5 .079 23 16 min -.044 8 -.003 5 -.008 23 -.061 17 -.065 11 -.072 23 -.091 5 17 4 max .044 14 0 23 .008 5 .091 23 .098 5 .111 17 .132 11 18 min -.044 8 -.005 5 -.008 23 -.098 5 -.091 23 -.12 11 -.1221 17 19 5 max .044 14 0 23 .008 5 .115 231 .14 5 .136 17 .199 11 20 min -.044 8 -.006 5 -.008 23 -.14 5 -.115 23 -.181 11 -.149 17 21 M4 1 max .067 2 .005 11 .009 5 0 16 0 10 0 23 0 5 22 min -.028 20 -.001 17 -.009 23 0 10 0 16 0 5 0 23 23 2 max .067 2 .003 11 .009 5 .041 11 .035 17 .054 5 .042 23 24 min -.028 20 -.002 17 -.009 P3 -.035 17 -.041 11 -.039 23 -.06 5 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 16 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 25 3 max .067 2 .002 23 .009 5 .076 11 .073 17 .099 5 .092 23 26 min -.028 20 -.003 5 -.009 23 -.073 17 -.076 11 -.084 23 -.109 5 27 4 max .067 2 0 23 .009 5 .109 23 .116 5 .134 17 .15 11 28 min -.028 20 -.005 5 -.009 23 -.116 5 -.109 23 -.136 11 -.147 17 29 5 max .067 2 0 23 .009 5 .139 23 .165 5 .166 17 .223 11 30 min -.028 20 -.007 5 -.009 23 -.165 5 -.139 23 -.203 11 -.182 17 31 M6 1 max .067 2 .004 481 .003 66 0 181 0 12 0 23 0 5 32 min -.028 20 0 661 -.004 48 0 12 0 18 0 5 0 23 33 2 max .067 2 .002 48 .004 66 .024 48 .012 66 .029 42 .0141 72 34 min -.028 20 0 66 -.004 48 -.012 66 -.024 48 -.013 72 -.032 42 35 3 max .067 2 0 72 .01 17 .043 48 .028 66 .05 42 .037 72 36 min -.028 20 -.002 42 -.011 11 -.028 66 -.043 48 -.034 72 -.055 42 37 4 max .067 2 0 72 .02 17 .081 11 .071 17 .12 17 .133 11 38 min -.028 20 -.003 421 -.021 11 -.071 17 -.081 11 -.121 11 -.132 17 39 5 max .067 2 0 721 .02 17 .141 23 .143 5 .234 17 .296 11 40 min -.028 20 -.005 42 -.021 11 -.143 5 -.141 23 -.269 11 -.2581 17 41 M8 1 max -.023 67 .005 45 .078 17 0 74 0 74 0 74 0 74 42 min -.058 49 0 33 -.078 11 0 1 0 1 0 1 0 1 43 2 max -.023 67 .003 45 .051 17 .446 11 .422 17 .921 5 .958 23 44 min -.056 49 0 33 -.051 11 -.422 17 -.446 11 -.871 23 1.012 5 45 3 max -.022 66 p 741 0 74 .618 11 .586 17 1.276 5 1.329 23 46 min -.055 48 0 1 0 1 -.586 17 -.618 11 -1.209 23 -1.4021 5 47 4 max -.022 66 0 63 .051 3 .446 11 .422 17 .921 5 .958 23 48 min -.054 48 -.003 45 -.051 5 -.422 17 -.446 11 -.871 23 1.012 5 49 5 max -.021 65 0 63 .078 23 0 74 0 74 0 74 0 74 50 min -.053 47 -.005 45 -.078 5 0 1 0 1 0 1 0 1 51 M9 1 max -.022 67 .005 451 .002 66 0 74 0 74 0 74 0 74 52 min -.058 49 0 631 -.002 48 0 1 0 1 0 1 0 1 53 2 max -.021 66 .003 451 0 66 .028 47 .004 65 .058 43 .009 73 54 min -.057 48 0 631 0 48 -.004 P5 -.028 47 -.008 73 -.0641 43 55 3 max -.021 66 0 74 0 74 .037 47 .005 65 .077 43 .012 73 56 min -.056 48 0 1 0 1 -.005 65 -.037 47 -.011 73 -.085 43 57 4 max -.02 66 0 63 0 72 .028 47 .004 65 .058 43 .009 73 58 min -.054 48 -.003 45 0 2 -.004 65 -.028 47 -.008 73 -.064 43 59 5 max -.02 66 0 63 .002 72 0 74 0 74 0 74 0 74 60 min -.053 48 -.005 451 -.002 42 0 1 0 1 0 1 0 1 61 M10 1 max .008 4 .029 8 .057 14 0 41 0 74 0 74 0 74 62 min -.008 22 -.002 14 -.058 8 0 1 0 1 0 1 0 1 63 2 max .012 5 .002 14 .046 20 .104 7 .098 25 .171 14 .235 8 64 min -.009 23 -.03 8 -.047 2 -.098 5 -.104 7 -.214 8 -.187 14 65 3 max .005 6 .026 8 .029 13 .347 8 .279 14 .366 2 .261 20 66 min -.004 24 -.018 14 -.029 19 -.279 14 -,347 8 -.237 20 -.403 2 67 4 max .003 48 .015 9 .104 2 .109 9 .094 15 .134 15 .168 9 68 min -.003 66 -.013 15 -.103 0 -.094 15 -.109 9 -.153 9 -.148 15 69 5 max .004 7 .004 14 .045 8 0 74 0 74 0 74 0 74 70 min -.004 25 -.03 8 -.044 14 0 1 0 1 0 1 0 1 71 M11 1 max .033 5 .027 8 .057 2 0 74 0 74 0 74 0 74 72 min -.033 23 -.003 14 -.057 8 0 1 0 1 0 1 0 1 73 2 max .033 17 .011 14 .047 8 .182 7 .056 25 .361 2 .101 20 74 min -.035 11 -.017 8 -.046 14 -.056 5 -.182 7 -.092 20 -.397 2 75 3 max .018 5 .012 20 .029 25 .323 8 .295 14 .302 2 .301 20 76 min -.018 23 -.037 2 -.03 7 -.295 14 -.323 8 -.274 20 -.332 2 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 17 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 77 4 max .006 16 .067 9 .103 14 .149 9 .082 15 .242 3 .094 21 78 min -.006 10 .016 15 -.104 8 -.082 15 -.149 9 -.085 21 -.266 3 79 5 max .005 7 .005 14 .044 20 0 74 0 74 0 74 0 74 80 min -.005 24 -.028 8 -.044 2 0 1 0 1 0 1 0 1 81 M12 1 max .014 8 .018 10 .045 14 0 74 0 74 0 74 0 74 82 min 0 14 -.018 16 -.045 8 0 1 0 1 0 1 0 1 83 2 max .015 8 .011 6 .045 14 .284 8 .281 14 .426 14 .472 8 84 min 0 14 -.011 24 -.045 8 -.281 14 -.284 8 -.43 8 -.4681 14 85 3 max .026 8 .002 5 0 9 .378 8 .375 14 .568 2 .626 8 86 min .006 14 -.002 23 0 15 -.375 14 -.378 8 -.569 8 -.624 2 87 4 max .034 47 .008 25 .045 8 .283 8 .281 2 .426 2 .467 8 88 min .014 65 -.008 7 -.045 2 -.281 2 -.283 8 -.425 8 -.468 2 89 5 max .036 47 .007 14 .045 8 0 74 0 74 0 74 0 74 90 min .014 65 -.007 8 -.045 2 0 1 0 1 0 1 0 1 91 M13 1 max .014 8 .009 9 .058 2 0 741 0 74 0 74 0 74 92 min -.001 14 -.008 15 -.058 8 0 11 0 1 0 1 0 1 93 2 max .015 8 .009 9 .036 2 .303 8 .3 14 .443 2 .486 8 94 min 0 14 -.008 15 -.037 8 -.3 14 -.303 8 -.442 8 -.487 2 95 3 max .025 13 .002 17 0 2 .404 8 .402 2 .591 2 .651 8 96 min .007 19 -.003 11 0 8 -.402 2 -.404 8 -.592 8 -.649 2 97 4 max .035 13 .008 2 .037 8 .303 8 .303 2 .443 2 .491 8 98 min .013 19 -.008 20 -.037 2 -.303 2 -.303 8 -.446 8 -.487 2 99 5 max .036 13 .008 2 .059 8 0 74 0 74 0 74 0 74 100 min .014 19 -.008 201 -.058 2 0 1 0 1 0 1 0 1 101 M14 1 max 0 74 .003 48 .001 23 -.012 74 .036 44 .093 17 .103 11 102 min -.001 39 -.001 66 -.004 5 -.036 44 .012 74 -.094 11 -.103 17 103 2 max 0 50 .003 11 .001 23 -.004 74 .019 44 .048 17 .054 11 104 min 0 63 0 17 -.004 5 -.019 44 .004 74 -.049 11 -.053 17 105 3 max 0 74 .003 11 .002 23 .003 44 .002 74 .004 40 .004 70 106 min -.001 39 -.001 17 -.004 5 -.002 4 -.003 44 -.004 70 -.005 40 107 4 max 0 50 .003 11 .002 3 .018 5 -.005 23 .054 11 .059 17 108 min 0 63 -.001 17 -.004 5 .005 3 -.018 5 -.054 17 -.06 11 109 5 max .001 50 .003 11 .002 3 .035 3 -.009 73 .112 11 .122 17 110 min 0 63 -.001 17 -.004 5 .009 73 -.035 43 -.111 17 -.123 11 111 M16 1 max 0 74 .003 23 .001 71 .012 17 .015 11 .12 5 .084 23 112 min -.001 39 -.004 5 -.002 41 -.015 11 -.012 17 -.077 23 -.132 5 113 2 max 0 50 0 721 .001 23 .006 17 .008 11 .059 5 .042 23 114 min 0 63 -.002 42 -.002 5 -.008 11 -.006 17 -.038 23 -.065 5 115 3 max 0 74 .024 23 .001 71 .032 5 .031 23 .063 17 .07 11 116 min -.001 39 -.025 5 -.002 41 -.031 P3 -.032 5 -.064 11 -.069 17 117 4 max 0 50 .005 23 .001 72 .047 231 .047 5 .112 23 .146 5 118 min 0 63 -.006 5 -.002 42 -.047 5 -.047 23 -.133 5 -.1231 23 119 5 max .001 50 .021 17 .001 73 .003 65 .005 47 .038 72 .087 42 120 min 0 63 -.022 11 -.002 43 -.005 47 -.003 65 -.079 42 -.041 72 121 M17 1 max 0 72 .006 5 .011 11 .148 23 .15 5 .174 17 .229 11 122 min 0 42 0 23 -.011 17 -.15 5 -.148 23 -.208 11 -.192 17 123 2 max 0 66 0 17 .011 11 .053 15 .05 23 .08 23 .096 5 124 min 0 48 -.006 11 -.011 17 -.05 23 -.053 5 -.088 5 -.088 23 125 3 max 0 72 0 17 .008 23 .011 7 .001 25 .027 45 -.004 63 126 min 0 42 -.002 11 -.009 5 -.001 25 -.011 7 .004 63 -.03 45 127 4 max 0 72 .004 5 .009 11 .059 11 .049 17 .089 5 .083 23 128 min 0 42 0 23 -.009 17 -.049 17 -.059 11 -.075 23 -.098 5 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 18 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 129 5 max 0 66 -.001 66 .009 11 .111 17 .133 11 .144 23 .216 5 130 min 0 48 -.007 48 -.009 17 -.133 11 -.111 17 -.197 5 -.159 23 131 M18 1 max 0 72 .006 42 .012 11 .143 23 .146 5 .228 17 .293 11 132 min 0 42 .001 72 -.012 17 -.146 5 -.143 23 -.266 11 -.251 17 133 2 max 0 66 0 17 .012 11 .062 5 .061 23 .101 11 .109 17 134 min 0 48 -.005 11 -.012 17 -.061 3 -.062 5 -.1 17 -.111 11 135 3 max 0 72 0 17 .01 23 .012 8 0 14 .024 45 -.003 63 136 min 0 42 -.001 11 -.01 5 0 14 -.012 8 .003 63 -.027 45 137 4 max 0 72 .005 5 .011 23 .063 11 .058 17 .106 5 .1 23 138 min 0 42 0 23 -.011 5 -.058 17 -.063 11 -.091 23 -.117 5 139 5 max 0 66 -.001 17 .011 23 .134 17 .152 11 .174 23 .252 5 140 min 0 48 -.007 11 -.011 5 -.152 11 -.134 17 -.229 5 -.192 23 141 M21 1 max .016 14 .006 12 .06 2 0 74 0 74 0 74 0 74 142 min -.023 8 -.005 18 -.061 8 0 1 0 1 0 1 0 1 143 2 max .017 14 .006 12 .06 2 .318 8 .313 14 .714 2 .778 8 144 min -.022 8 -.005 18 -.061 8 -.313 14 -.318 8 -.708 8 -.7851 2 145 3 max -.004 65 .002 42 0 16 .658 8 .652 14 .464 2 .513 8 146 min -.009 47 0 72 0 9 -.652 14 -.658 8 -.467 8 -.511 2 147 4 max .011 20 .003 8 .061 8 .318 8 .316 2 .704 14 .786 8 148 min -.033 2 -.002 14 -.06 14 -.316 2 -.318 8 -.715 8 -.773 14 149 5 max .012 20 .003 42 .061 8 0 74 0 74 0 74 0 74 150 min -.032 2 -.003 72 -.06 14 0 1 0 1 0 1 0 1 151 M22 1 max .01 14 .01 25 .041 2 0 4 0 74 0 74 0 74 152 min -.013 8 -. 015 7 -.04 8 0 1 0 1 0 1 0 1 153 2 max .01 14 .01 25 .041 2 .156 201 .185 2 .545 14 .663 8 154 min -.011 8 -.015 7 -.04 8 -.185 2 -.156 20 -.603 8 -.5991 14 155 3 max .007 20 .002 20 0 14 .416 8 .413 14 .364 2 .402 8 156 min -.013 2 -.018 2 0 8 -.413 14 -.416 8 -.365 8 -.4 2 157 4 max .007 20 .012 20 .041 8 .165 18 .132 14 .653 2 .656 20 158 min -.017 2 -.018 2 -.04 14 -.132 14 -.165 8 -.596 20 -.718 2 159 5 max .008 20 .012 20 .041 8 0 74 0 74 0 74 0 74 160 min -. 016 2 -.018 2 -.04 14 0 1 0 1 0 1 0 1 1 161 M23 1 max .032 8 .011 10 .077 2 0 74 0 74 0 74 0 74 162 min -.006 14 -.011 16 -.078 8 0 1 0 1 0 1 0 1 163 2 max .033 8 .011 10 .077 2 .465 18 .463 2 .787 2 .861 8 164 min -.006 14 -.011 16 -.078 8 -.463 2 -.465 8 -.783 8 -.865 2 165 3 max .042 47 .006 10 .001 3 .85 8 .855 2 .571 2 .623 8 166 min .017 65 -.005 161 0 22 -.855 2 -.85 8 -.567 8 -.6281 2 167 4 max .075 2 .008 2 .077 8 .458 20 .468 2 .797 2 .879 8 168 min .018 20 -.007 20 -.078 2 -.468 2 -.458 20 -.799 8 -.876 2 169 5 max .077 2 .008 2 .077 8 0 4 0 74 0 74 0 74 170 min .018 20 -.007 20 -.078 2 0 1 0 1 0 1 0 1 171 M24 1 max .012 10 .013 12 .064 2 0 74 0 74 0 74 0 74 172 min .002 16 -.008 18 -.064 8 0 1 0 1 0 1 0 1 1 173 2 max .013 10 .013 12 .064 2 .329 8 .305 14 .831 2 .856 20 174 min .003 16 -.008 18 -.064 8 -.305 14 -.329 8 -.779 20 -.914 2 175 3 max .02 47 .029 2 0 3 .699 18 .702 2 .489 2 .533 8 176 min .008 65 -.014 20 0 22 -.702 2 -.699 8 -.485 8 -.538 2 177 4 max .03 42 .009 2 .064 8 .372 20 .402 2 .638 14 .761 8 178 min .011 72 -.004 201 -.065 2 -.402 2 -.372 20 -.693 8 -.702 14 179 5 max .032 42 .009 2 .064 8 0 74 0 74 0 74 0 74 180 min .011 72 -.004 0 -.065 2 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 19 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 181 M25 1 max .009 4 .005 22 .062 2 0 74 0 74 0 74 0 74 182 min .001 22 -.01 4 -.061 20 0 1 0 1 0 1 0 1 183 2 max .011 4 .005 22 .062 2 .349 20 .379 2 .624 14 .743 8 184 min .002 22 -.01 4 -.061 20 -.379 2 -.349 20 -.676 8 -.686 14 185 3 max .015 47 .015 20 0 22 .666 8 .669 2 .469 2 .518 8 186 min .006 65 -.031 2 0 4 -.669 2 -.666 8 -.471 8 -.516 2 187 4 max .023 48 .006 201 .062 8 .308 8 .278 14 .822 2 .841 20 188 min .007 66 -.012 2 -.061 2 -.278 14 -.308 8 -.765 20 -.904 2 189 5 max .024 48 .006 201 .062 8 0 74 0 74 0 74 0 74 190 min .008 66 -.012 2 -.061 2 0 1 0 1 0 1 0 1 191 M26 1 max .027 8 .008 211 .076 2 0 74 0 74 0 74 0 74 192 min -.004 14 -.009 3 -.076 20 0 1 0 1 0 1 0 1 193 2 max .028 8 .008 21 .076 2 .449 PO .455 2 .779 2 .861 8 194 min -.004 14 -.009 3 -.076 20 -.455 2 -.449 20 -.783 8 -.8561 2 195 3 max .037 47 .003 22 0 22 .831 201 .838 2 .56 2 .614 8 196 min .015 65 -.006 4 0 16 -.838 2 -.831 20 -.558 8 -.616 2 197 4 max .067 13 .007 251 .076 8 .447 8 .448 2 .793 2 .858 20 198 min .015 19 -.007 7 -.076 2 -.448 2 -.447 8 -.78 20 -.872 2 199 5 max .068 13 .007 251 .076 8 0 74 0 74 0 74 0 74 200 min .016 19 -.007 7 -.076 2 0 1 0 1 0 1 0 1 201 M27 1 max .009 14 .02 13 .052 14 0 741 0 74 0 74 0 74 202 min -.012 8 -.014 19 -.052 8 0 1 0 1 0 1 0 1 203 2 max .01 14 .02 13 .03 14 .159 8 .125 14 .682 2 .678 20 204 min -.01 8 -.014 19 -.03 8 -.125 14 -.159 8 -.616 20 -.749 2 205 3 max .007 14 .024 2 0 7 .418 8 .415 14 .373 2 .412 8 206 min -.011 8 -.005 20 0 14 -.415 14 -.418 8 -.374 8 -.41 2 207 4 max .007 20 .012 8 .03 8 .165 0 .195 2 .533 14 .661 8 208 min -.016 2 -.006 14 -.03 2 -.195 2 -.165 20 -.601 8 -.586 14 209 5 max .008 20 .012 8 .052 8 0 74 0 74 0 74 0 74 210 min -.014 2 -.006 14 -.052 2 0 1 0 1 0 1 0 1 211 M26A 1 max .008 6 .04 2 .044 2 0 74 0 74 0 74 0 74 212 min -.008 24 -.006 20 -.044 0 0 1 0 1 0 1 0 1 213 2 max .005 17 .005 14 .041 20 -.001 18 .044 12 .034 14 .161 8 214 min -.01 11 -.033 8 -.041 2 -.044 12 .001 18 -.146 8 -.037 14 215 3 max .005 16 .06 2 .028 8 .285 2 .201 20 .414 2 .285 20 216 min -.005 10 -.047 201 -.028 2 -.201 PO -.285 2 -.259 20 -.455 2 217 4 max .001 17 .052 2 .016 8 .115 2 .063 20 .404 2 .325 20 218 min -.002 11 -.041 20 -.016 14 -.063 20 -.115 2 -.296 20 -.444 2 219 5 max .004 2 -.01 72 .015 20 0 74 0 74 0 74 0 74 220 min -.003 20 -.025 42 -.015 14 0 1 0 1 0 1 0 1 221 M27A 1 max .011 6 .025 42 .045 14 0 74 0 74 0 74 0 74 222 min -.011 24 .009 721 -.045 8 0 11 0 1 0 1 0 1 223 2 max .013 4 .038 201 .041 20 .226 20 .268 2 .351 20 .505 2 224 min -.008 22 -.065 2 -.041 14 -.268 2 -.226 20 -.46 2 -.386 20 225 3 max .008 6 .016 7 .028 8 .07 3 -.005 21 .208 8 .076 14 226 min -.008 24 -.005 25 -.027 14 .005 211 -.07 3 -.07 14 -.228 8 227 4 max .006 7 .025 7 .016 0 .152 7 .093 25 .182 6 .0961 24 228 min -.006 25 -.014 25 -.017 2 -.093 P5 -.152 7 -.087 24 -.2 6 229 5 max .004 15 .01 20 .014 8 0 74 0 74 0 74 0 74 230 min -.004 9 -.045 2 -.014 14 0 1 0 1 0 1 0 1 231 M28 1 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 232 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 20 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC -�®000000000000�0 ' 1 -�®000000000000�0 .. -�®000T0T000T0T0000�� ' • -�®000T0000T00000�� ' � -�®000T0T000T0T0000�0 ' • -©�OmOf�OmOf�OmOm�m -�®0000000T0T0000�0 ®�O�Om0m�m0�01aOmOm�m m-�® 11 • � 11 11 ��W 1®m 1®m 1®�' T� ®-0� 1 1. m 1 1 •• 1 1 ��mm�m�� .. -�® 11 m 11�• 11 ��W�m�m�� RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 21 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 285 3 max 0 74 0 74 0 74 .016 72 .016 66 .016 69 .016 63 286 min 0 1 0 1 0 1 -.016 42 -.016 48 -.016 39 -.016 45 287 4 max .006 50 .003 66 .003 63 .011 66 .011 72 .011 63 .011 69 288 min .003 63 -.003 48 -.003 45 -.011 48 -.011 42 -.011 45 -.011 39 289 5 max 0 74 0 42 0 39 0 74 0 74 0 74 0 74 290 min 0 1 0 481 0 45 0 1 0 1 0 1 0 1 291 M34 1 max 0 74 p 74 0 74 0 741 0 74 0 74 0 74 292 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 293 2 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 294 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 295 3 max 0 74 0 4 0 74 0 74 0 74 0 74 0 74 296 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 297 4 max 0 74 p 741 0 74 0 V41 0 74 0 74 0 74 298 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 299 5 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 300 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 301 M35 1 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 302 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 303 2 max 0 74 0 741 0 74 0 4 0 74 0 74 0 74 304 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 305 3 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 306 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 307 4 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 308 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 309 5 max 0 74 p 741 0 74 0 74 0 74 0 74 0 74 310 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 311 MP3 1 max 0 74 0 42 0 39 0 74 0 74 0 74 0 74 312 min 0 1 0 48 0 45 0 1 0 1 0 1 0 1 313 2 max -.01 74 .015 72 .015 69 .066 66 .066 72 .066 63 .066 69 314 min -.024 39 -.015 42 -.015 39 -.066 48 -.066 42 -.066 45 -.0661 39 315 3 max .014 50 .008 661 .008 63 .104 72 .104 66 .104 69 .104 63 316 min .006 63 -.008 481 -.008 45 -.104 42 -.104 48 -.104 39 -.104 45 317 4 max .02 50 .011 661 .011 63 .061 66 .061 72 .061 63 .061 69 318 min .008 63 -.011 48 -.011 45 -.061 48 -.061 42 -.061 45 -.061 39 319 5 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 320 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 321 M37 1 max 0 74 0 48 0 44 0 74 0 74 0 74 0 74 322 min 0 1 0 42 0 62 0 1 0 1 0 1 0 1 323 2 max -.003 74 .011 481 .244 44 .074 48 .074 42 1.473 44 -.181 74 324 min -.008 39 -.011 42 .031 74 -.074 42 -.074 48 .181 74 11.4731 44 325 3 max 0 74 .006 48 .24 44 .148 48 .148 42 3.508 44 -.461 74 326 min 0 1 -.006 42 .035 74 -.148 42 -.148 48 .461 74 3.508 44 327 4 max .008 50 .003 11 .236 44 .182 48 .182 42 5.51 44 -.775 74 328 min .003 63 -.003 5 .039 74 -.182 42 -.182 48 .775 74 -5.51 44 329 5 max -.002 72 .111 481 .284 47 .45 48 .45 42 7.029 45 -.916 63 330 min -.264 42 -.11 42 -.281 5 -.45 42 -.45 48 .916 63 7.0291 45 331 M38 1 max 0 74 0 48 0 6 0 74 0 74 0 74 0 74 332 min 0 1 0 42 0 52 0 1 0 1 0 1 0 1 333 2 max -.003 74 .011 48 .244 6 .074 48 .074 42 1.473 46 -.181 64 334 min -.008 39 -.011 42 .031 -.074 42 -.074 48 .181 64 1.473 46 335 3 max 0 74 .006 8 .24 6 .148 8 .148 42 3.508 46 -.461 64 336 min 0 1 -.006 2 .035 -.148 42 -.148 48 .461 64 3.508 46 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 22 Company Core One Consulting USA Apr 19, 2022 111RISi4 Designer : APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 337 4 max .008 50 .003 11 .236 46 .182 48 .182 42 5.51 46 -.775 64 338 min .003 63 -.003 5 .039 64 -.182 42 -.182 48 .775 64 -5.51 46 339 5 max -.002 66 .11 48 .284 43 .45 48 .45 42 7.029 45 -.916 63 340 min -.264 48 -.111 42 -.281 73 -.45 42 -.45 48 .916 63 7.029 45 341 M39 1 max .122 49 .613 18 .11 48 -.916 63 7.029 45 0 74 0 74 342 min -.122 55 .003 361 -.11 54 -7.029 45 .916 63 0 1 0 1 343 2 max .121 49 .604 18 .108 48 .072 74 5.339 44 .481 48 .481 66 344 min -.121 55 0 36 -.108 54 -5.339 44 -.072 74 -.481 54 -.481 48 345 3 max .121 49 .594 18 .106 48 1.287 73 3.936 43 .951 48 .951 66 346 min -.121 55 -.005 36 -.106 54 -3.936 43 -1.287 73 -.951 54 -.951 48 347 4 max 0 48 0 47 0 66 .007 41 -.003 71 .002 72 .002 42 348 min 0 66 0 52 0 48 .003 71 -.007 41 -.002 42 -.0021 60 349 5 max .001 45 -.004 71 .002 66 -.006 71 .014 41 .004 66 .004 48 350 Iminj -.001 63 -.01 41, -.002 48 -.014 Ill .006 71 -.004 48 -.004 54 351 M40 1 max .122 41 .613 42 .11 48 -.916 331 7.029 45 0 74 0 74 352 min -.122 59 .003 72 -.11 54 -7.029 15 .916 63 0 1 0 1 353 2 max .121 41 .604 42 .108 48 .072 34 5.339 46 .481 48 .481 66 354 min -.121 59 0 72 -.108 54 -5.339 -.072 64 -.481 54 -.481 48 355 3 max .121 41 .594 42 .106 48 1.287 35 3.936 47 .951 48 .951 66 356 min -.121 59 -.005 721 -.106 54 -3.936 47 -1.287 6$ -.951 54 -.951 48 357 4 max 0 42 0 43 0 42 .007 491 -.003 67 .002 48 .002 66 358 min 0 72 0 61 0 60 .003 67 -.007 49 -.002 54 -.002 48 359 5 max .001 45 -.004 67 .002 42 -.006 67 .014 49 .004 42 .004 72 360 min -.001 63 -.01 49 -.002 60 -.014 49 .006 67 -.004 60 -.004 42 361 M41 1 max .001 66 .011 50 .021 14 0 74 0 74 0 74 0 74 362 min -.001 48 .005 631 -.021 0 1 0 1 0 1 0 1 363 2 max 0 66 .006 0 .01 .051 8 .025 14 .106 2 .057 20 364 min 0 48 .002 3 -.01 [74 -.025 14 -.051 8 -.051 20 -.117 2 365 3 max 0 18 0 4 0 .069 8 .033 14 .141 2 .075 20 366 min 0 12 0 1 0 -.033 14 -.069 8 -.069 20 -.155 2 367 4 max 0 72 -.002 74 .01 20 .051 8 .025 14 .106 2 .057 20 368 min 0 42 -.006 391 -.01 2 -.025 14 -.051 8 -.051 20 -.117 2 369 5 max .001 72 -.005 74 .021 20 0 741 0 74 0 74 0 74 370 min -.001 42 -.011 39 -.021 2 0 1 0 1 0 1 0 1 371 M42 1 max .001 66 .011 50 .003 63 0 74 0 74 0 74 0 74 372 min -.001 48 .005 63 -.003 45 0 1 0 1 0 1 0 1 373 2 max 0 66 .006 50 .001 63 .023 45 -.003 63 .048 39 -.007 69 374 min 0 48 .002 631 -.001 45 .003 63 -.023 45 .006 69 -.053 39 375 3 max 0 69 p 741 0 74 .031 5 -.004 63 .064 39 -.009 69 376 min 0 39 0 1 0 1 .004 63 -.031 45 .008 69 -.071 39 377 4 max 0 72 -.002 74 .001 9 .023 45 -.003 63 .048 39 -.007 69 378 min 0 42 -.006 39 -.001 39 .003 63 -.023 45 .006 69 -.053 39 379 5 max .001 72 -.005 74 .003 9 0 74 0 74 0 74 0 74 380 min -.001 42 -.011 39 -.003 39 0 1 0 1 0 1 0 1 381 M43 1 max .002 47 .014 50 .003 8 0 74 0 74 0 74 0 74 382 min -.002 53 .006 63 -.003 50 0 1 0 1 0 1 0 1 383 2 max 0 47 .007 50 .002 68 .053 50 -.007 68 .106 44 -.016 74 384 min 0 53 .003 63 -.002 50 .007 68 -.053 50 .014 74 -.122 44 385 3 max 0 42 0 74 0 74 .07 50 -.009 68 .141 44 -.022 74 386 min 0 60 0 1 0 1 .009 -.07 50 .019 74 -.1631 4 387 4 max 0 41 -.003 4 .002 74 .053 0 -.007 68 .106 44 -.016 74 388 min 0 59 -.007 091 -.002 .007 1 -.053 50 .014 74 -.1221 44 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 23 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB Checked Job Number Checkeded By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 389 5 max .002 41 -.006 74 .003 74 0 74 0 74 0 74 0 74 390 min -.002 59 -.014 39 -.003 44 0 1 0 1 0 1 0 1 391 M44 1 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 392 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 393 2 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 394 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 395 3 max 0 72 0 741 0 74 0 41 0 74 0 74 0 74 396 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 397 4 max 0 72 p 74 0 74 0 74 0 74 0 74 0 74 398 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 399 5 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 400 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 401 M45 1 max 0 47 p 741 0 74 0 41 0 74 0 74 0 74 402 min 0 51 0 1 0 1 0 1 0 1 0 1 0 1 403 2 max 0 47 p 74 0 74 0 74 0 74 0 74 0 74 404 min 0 51 0 1 0 1 0 1 0 1 0 1 0 1 405 3 max 0 47 0 74 0 74 0 74 0 74 0 74 0 74 406 min 0 51 0 1 0 1 0 1 0 1 0 1 0 1 407 4 max 0 47 0 741 0 74 0 4 0 74 0 74 0 74 408 min 0 51 0 1 0 1 0 1 0 1 0 1 0 1 409 5 max 0 47 p 4 0 74 0 4 0 74 0 74 0 74 410 min 0 51 0 1 0 1 0 1 0 1 0 1 0 1 411 M46 1 max 0 66 0 4 0 74 0 74 0 74 0 74 0 74 412 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 413 2 max 0 66 0 741 0 74 0 4 0 74 0 74 0 74 414 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 415 3 max 0 66 0 74 0 74 0 741 0 74 0 74 0 74 416 min 0 48 0 1 0 1 0 11 0 1 0 1 0 1 417 4 max 0 66 0 74 0 74 0 741 0 74 0 74 0 74 418 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 419 5 max 0 66 0 741 0 74 0 74 0 74 0 74 0 74 420 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 421 M47 1 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 422 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 423 2 max 0 74 p 74 0 74 0 V4 0 74 0 74 0 74 424 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 425 3 max 0 74 p 741 0 74 0 74 0 74 0 74 0 74 426 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 427 4 max 0 74 p 74 0 74 0 74 0 74 0 74 0 74 428 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 429 5 max 0 74 p 74 0 74 0 4 0 74 0 74 0 74 430 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 431 M48 1 max 0 66 0 741 0 74 0 74 0 74 0 74 0 74 432 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 433 2 max 0 66 p 74 0 74 0 74 0 74 0 74 0 74 434 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 435 3 max 0 66 0 74 0 74 0 74 0 74 0 74 0 74 436 min 0 48 0 1 0 1 0 ill 0 1 0 1 0 1 437 4 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 438 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 439 5 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 440 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 24 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 441 M49 1 max 0 48 0 74 0 74 0 74 0 74 0 74 0 74 442 min 0 54 0 1 0 1 0 1 0 1 0 1 0 1 443 2 max 0 48 0 74 0 74 0 74 0 74 0 74 0 74 444 min 0 54 0 1 0 1 0 1 0 1 0 1 0 1 445 3 max 0 42 0 74 0 74 0 74 0 74 0 74 0 74 446 min 0 59 0 1 0 1 0 1 0 1 0 1 0 1 447 4 max 0 42 0 741 0 74 0 41 0 74 0 74 0 74 448 min 0 59 0 1 0 1 0 1 0 1 0 1 0 1 449 5 max 0 42 p 74 0 74 0 74 0 74 0 74 0 74 450 min 0 59 0 1 0 1 0 1 0 1 0 1 0 1 451 M50 1 max 0 42 0 74 0 74 0 74 0 74 0 74 0 74 452 min 0 60 0 1 0 1 0 1 0 1 0 1 0 1 453 2 max 0 42 p 741 0 74 0 41 0 74 0 74 0 74 454 min 0 60 0 1 0 1 0 1 0 1 0 1 0 1 455 3 max 0 48 p 74 0 74 0 74 0 74 0 74 0 74 456 min 0 53 0 1 0 1 0 1 0 1 0 1 0 1 457 4 max 0 48 p 74 0 74 0 74 0 74 0 74 0 74 458 min 0 53 0 1 0 1 0 1 0 1 0 1 0 1 459 5 max 0 48 0 741 0 74 0 4 0 74 0 74 0 74 460 min 0 53 0 1 0 1 0 1 0 1 0 1 0 1 461 M51 1 max 0 72 p 4 0 74 0 4 0 74 0 74 0 74 462 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 463 2 max 0 72 p 4 0 74 0 74 0 74 0 74 0 74 464 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 465 3 max 0 72 p 741 0 74 0 4 0 74 0 74 0 74 466 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 467 4 max 0 74 0 74 0 74 0 741 0 74 0 74 0 74 468 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 469 5 max 0 74 0 74 0 74 0 74 0 74 0 74 0 74 470 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 471 M52 1 max 0 67 0 741 0 74 0 74 0 74 0 74 0 74 472 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 473 2 max 0 67 0 74 0 74 0 V4 0 74 0 74 0 74 474 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 475 3 max 0 66 p 74 0 74 0 74 0 74 0 74 0 74 476 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 477 4 max 0 66 0 741 0 74 0 74 0 74 0 74 0 74 478 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 479 5 max 0 66 p 74 0 74 0 74 0 74 0 74 0 74 480 min 0 48 0 1 0 1 0 11 0 1 0 1 0 1 481 M53 1 max 0 72 p 74 0 74 0 74 0 74 0 74 0 74 482 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 483 2 max 0 72 0 741 0 74 0 74 0 74 0 74 0 74 484 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 485 3 max 0 72 p 74 0 74 0 74 0 74 0 74 0 74 486 min 0 54 0 1 0 1 0 ill 0 1 0 1 0 1 487 4 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 488 min 0 54 0 1 0 1 0 1 0 1 0 1 0 1 489 5 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 490 min 0 54 0 1 0 1 0 1 0 1 0 1 0 1 491 M54 1 max 0 13 0 74 0 74 0 74 0 74 0 74 0 74 492 min 0 20 0 1 0 1 0 ill 0 1 0 1 0 1 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 25 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Aballksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Toprksij LC z-Bo... LC 493 2 max 0 13 0 74 0 74 0 74 0 74 0 74 0 74 494 min 0 20 0 1 0 1 0 1 0 1 0 1 0 1 495 3 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 496 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 497 4 max 0 72 0 74 0 74 0 74 0 74 0 74 0 74 498 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 499 5 max 0 72 0 741 0 74 0 41 0 74 0 74 0 74 500 min 0 42 0 1 0 1 0 1 0 1 0 1 0 1 501 M55 1 max 0 66 p 74 0 74 0 74 0 74 0 74 0 74 502 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 503 2 max 0 66 0 74 0 74 0 74 0 74 0 74 0 74 504 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 505 3 max 0 66 p 741 0 74 0 41 0 74 0 74 0 74 506 min 0 48 0 1 0 1 0 1 0 1 0 1 0 1 507 4 max 0 4 0 74 0 74 0 74 0 74 0 74 0 74 508 min 0 21 0 1 0 1 0 1 0 1 0 1 0 1 509 5 max 0 4 0 74 0 74 0 74 0 74 0 74 0 74 510 min 0 21 0 1 0 1 0 1 0 1 0 1 0 1 511 M56 1 max .12 2 .003 11 .026 17 .155 17 .179 11 .37 11 .351 17 512 min -.119 8 -.001 17 -.028 11 -.179 11 -.155 17 -.32 17 -.4071 11 513 2 max .12 2 .002 23 .026 17 .067 18 .085 12 .198 12 .175 17 514 min -.119 8 -.003 5 -.028 11 -.085 12 -.067 18 -.159 17 -.217 12 515 3 max .12 2 0 23 .026 17 .019 22 .037 4 .025 13 .017 19 516 min -.119 8 -.004 5 -.028 11 -.037 4 -.019 22 -.015 19 -.028 13 517 4 max .12 2 0 231 .026 17 .105 3 .131 5 .144 17 .198 11 518 min -.119 8 -.006 5 -.028 11 -.131 5 -.105 23 -.18 11 -.159 17 519 5 max .12 2 -.001 23 .026 17 .191 231 .234 5 .286 17 .422 11 520 min -.119 8 -.007 5 -.028 11 -.234 5 -.191 23 -.384 11 -.315 17 521 M57 1 max .174 2 .004 11 .033 5 .205 5 .189 23 .39 23 .464 5 522 min -.088 20 -.001 17 -.031 3 -.189 23 -.205 5 -.422 5 -.428 23 523 2 max .174 2 .002 11 .033 5 .095 5 .08 23 .201 23 .233 5 524 min -.088 20 -.002 17 -.031 3 -.08 231 -.095 5 -.212 5 -.221 23 525 3 max .174 2 .001 231 .033 5 .032 10 .025 16 .017 25 .025 7 526 min -.088 20 -.004 5 -.031 3 -.025 16 -.032 10 -.022 7 -.019 25 527 4 max .174 2 0 231 .033 5 .129 23 .139 5 .182 17 .219 11 528 min -.088 20 -.005 5 -.031 3 -.139 5 -.129 23 -.199 11 -.2 17 529 5 max .174 2 0 23 .033 5 .229 P3 .264 5 .368 17 .455 11 530 min -.088 20 -.007 5 -.031 23 -.264 5 -.229 23 -.414 11 -.404 17 531 M58 1 max -.05 67 .005 45 .002 66 0 74 0 74 0 74 0 74 532 min -.124 49 0 63 -.002 48 0 1 0 1 0 1 0 1 533 2 max -.049 66 .003 451 0 66 .028 47 .004 65 .058 43 .009 73 534 min -.123 48 0 63 0 48 -.004 65 -.028 47 -.008 73 -.064 43 535 3 max -.049 66 0 74 0 74 .037 47 .005 65 .077 43 .012 73 536 min -.121 48 0 1 0 1 -.005 651 -.037 47 -.011 73 -.085 43 537 4 max -.048 66 p 63 0 72 .028 47 .004 65 .058 43 .009 73 538 min -.12 47 -.003 451 0 2 -.004 65 -.028 47 -.008 73 -.0641 43 539 5 max -.048 65 0 63 .002 72 0 74 0 74 0 74 0 74 540 min -.119 47 -.005 45 -.002 2 0 1 0 1 0 1 0 1 541 M59 1 max -.001 74 .004 48 .001 23 -.013 7 .049 2 .144 5 .093 23 542 min -.003 39 -.003 66 -.005 5 -.049 2 .013 67 -.085 23 -.158 5 543 2 max 0 74 .003 11 .001 23 -.007 4 .031 44 .072 5 .043 23 544 min -.001 39 -.002 17 -.005 5 -.031 .007 74 -.039 23 -.0791 5 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 26 Company Core One Consulting USA Apr 19, 2022 IIIRISi4 Designer APB 12:23PM Job Number Checked By._ A NEMETSCHEK COMPANY Model Name SESEA00426 Envelope Member Section Stresses (Continued) Member Sec Abal[ksij LC y Shearrk...... z Shear[...... y-Toprksij ... y-Botrksij LC z-Top[ksij LC z-Bo... LC 545 3 max 0 74 .003 11 .001 23 .003 74 .016 44 .015 46 .009 64 546 min 0 1 -.002 17 -.005 5 -.016 44 -.003 74 -.008 64 -.016 46 547 4 max .001 50 .003 11 .001 23 .012 50 0 68 .053 23 .079 5 548 min 0 63 -.002 17 -.005 5 0 68 -.012 50 -.072 5 -.058 23 549 5 max .003 50 .003 11 .001 23 .032 2 -.003 20 .099 23 .157 5 550 min .001 63 -.002 17 -.005 5 .003 0 -.032 2 -.143 5 -.108 23 551 M60 1 max .12 2 .003 11 .029 5 .173 5 .161 23 .333 23 .392 5 552 min -.119 20 -.002 17 -.027 23-.161 23 -.173 5 -.357 5 -.366 23 553 2 max .12 2 .002 23 .029 5 .078 4 .069 22 .169 23 .202 4 554 min -.119 20 -.003 5 -.027 23 -.069 22 -.078 4 -.183 4 -.186 23 555 3 max .12 2 0 23 .029 5 .026 241 .031 6 .019 20 .042 2 556 min -.119 20 -.004 5 -.027 23 -.031 6 -.026 24 -.038 2 -.021 20 557 4 max .12 2 0 231 .029 5 .109 3 .135 5 .145 17 .206 11 558 min -.119 20 -.006 5 -.027 23-.135 5 -.109 23 -.188 11 -.16 17 559 5 max .12 2 -.001 23 .029 5 .193 23 .248 5 .298 17 .418 11 560 min -.119 20 -.008 5 -.027 23 -.248 5 -.193 23 -.38 11 -.3271 17 561 M61 1 max .174 2 .004 11 .033 17 .196 17 .202 11 .417 11 .444 17 562 min -.09 20 -.001 17 -.033 11 -.202 11 -.196 17 -.404 17 -.459 11 563 2 max .174 2 .002 11 .033 17 .088 16 .087 10 .22 11 .221 17 564 min -.09 20 -.002 17 -.033 11 -.087 10 -.088 16 -.201 17 -.242 11 565 3 max .174 2 .001 23 .033 17 .028 24 .031 6 .032 9 .026 15 566 min -.09 20 -.004 5 -.033 11 -.031 6 -.028 24 -.024 15 -.0351 9 567 4 max .174 2 0 23 .033 17 .133 23 .148 5 .185 17 .225 11 568 min -.09 20 -.006 5 -.033 11 -.148 5 -.133 23 -.205 11 -.204 17 569 5 max .174 2 0 231 .033 17 .238 23 .272 5 .369 17 .476 11 570 min -.09 20 -.007 5 -.033 11 -.272 15 -.238 23 -.433 11 -.406 17 571 M62 1 max -.049 67 .005 45 .002 66 0 74 0 74 0 74 0 74 572 min -.122 49 0 63 -.002 48 0 1 0 1 0 1 0 1 573 2 max -.049 66 .003 45 0 66 .028 47 .004 65 .058 43 .009 73 574 min -.121 48 0 63 0 48 -.004 65 -.028 47 -.008 73 -.064 43 575 3 max -.048 66 0 741 0 74 .037 47 .005 65 .077 43 .012 73 576 min -.12 48 0 1 0 1 -.005 05 -.037 47 -.011 73 -.085 43 577 4 max -.048 65 0 63 0 72 .028 47 .004 65 .058 43 .009 73 578 min -.118 47 -.003 45 0 42 -.004 65 -.028 47 -.008 73 -.064 43 579 5 max -.047 65 0 63 .002 72 0 74 0 74 0 74 0 74 580 min -.117 47 -.005 45 -.002 42 0 1 0 1 0 1 0 1 581 M63 1 max -.001 74 .004 481 .001 23 -.014 67 .053 49 .145 5 .096 23 582 min -.003 39 -.002 66 -.005 5 -.053 49 .014 67 -.087 23 -.159 5 583 2 max 0 74 .003 11 .001 23 -.007 741 .032 44 .073 5 .045 23 584 min -.001 39 -.002 17 -.005 5 -.032 44 .007 74 -.041 23 -.081 5 585 3 max 0 74 .003 11 .001 23 .004 74 .015 44 .016 46 .008 64 586 min 1 0 1 1 -.002 17 -.005 5 -.015 44 -.004 74 -.007 64 -.018 46 587 4 max .001 50 .003 11 .001 23 .016 50 0 68 .053 23 .075 5 588 min 0 63 -.002 17 -.005 5 0 68 -.016 50 -.069 5 -.058 23 589 5 max .003 50 .003 11 .001 3 .036 3 -.009 73 .1 23 .154 5 590 min .001 63 -.002 17 -.005 151 .009 3 -.036 43 -.14 5 -.11 23 RISA-3D Version 17.0.4 [C:\Users\Alex Bazeley\Desktop\Dish\SESEA00426\SESEA00426.r3d] Page 27 www.hilti.us Company: Page: Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, it lb] Profis Anchor 2.7.7 1 12/10/2021 HIT-HY 200 + HIT-Z 1/2 hef,act = 3.000 in. (hef,limit = in.) DIN EN ISO 4042 ESR-3187 SAFE -`ET 11/1/2016 1 3/1/2018 Design method ACI 318-11 / Chem eb = 0.000 in. (no stand-off); t = 0.250 in. Ix x ly x t = 4.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, fc' = 2,500 psi; h = 8.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) 36 70 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.7 2 12/10/2021 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity YN / Pv [%] Status Tension Concrete Breakout Strength 81 3,965 3 / - OK Shear Steel Strength 33 2,296 42 2 OK Loading rN Pv Utilization rN,V [%] Status Combined tension and shear loads 0.020 0.014 5/3 1 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] Profis Anchor 2.7.7 Page: 1 Project: Sub -Project I Pos. No.: Date: 12/10/2021 HIT-HY 200 + HIT-Z 3/4 hef.act = 4.000 in. (hef,llmlt = in.) DIN EN ISO 4042 ESR-3187 SAFE -.-ET 11/1/2016 1 3/1/2018 Design method ACI 318-11 / Chem eb = 0.000 in. (no stand-off); t = 0.250 in. Ix x ly x t = 4.000 in. x 4.000 in. x 0.250 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, fc' = 2,500 psi; h = 8.000 in., Temp. short/long: 32/32 OF hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.7 2 12/10/2021 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity YN / Pv [%] Status Tension Concrete Breakout Strength 991 3,315 30 / - OK Shear Steel Strength 1,356 5,401 426 26 OK Loading rN Pv Utilization rN,V [%] Status Combined tension and shear loads 0.299 0.251 5/3 24 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 15 APPENDIX A Design Tables & Resources r0j-'j-d C 0 R E 0 N E Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com SCE AMERICAN SOCIUY OF CIVIL ENGINEERS Address: No Address at This Location ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Elevation: 67.37 ft (NAVD 88) Risk Category: II Latitude: 47.81417 Soil Class: D - Default (see Longitude:-122.3753 Section 11.4.3) Aloha S1 C.1 11 . I Q r ~ r cr C ,c�'V .{} Cif d91p CI _ Cenle, playlleu a ads'. 11 "7 130151 Edmonds s° g �v .0 1�1•lln G[ Frencrn �° ' ERrae, yen Lilitoil �! Canlbr N 1.lople lvnyn M:•Glc 51 ¢' Y m Alder St a G E.Ck J1 a Vial no St olly or r Cedlr Ss Wind Results: Wind Speed 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph EW, 6,. ra Ihi II x I Mill '-1, 15 Lynn, od •..� I. -I.. runic rb�mi.,I� Wh oen' I Both II clue ISh reline N.:nlrrm - r000 P:,i A I sw�msl, J wrl rw�xn — .__ �Kirp 50.i1C' A lrix.l en I �q I d,� �I KItM 1. ili •I Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Dec 09 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.onIine/ Page 1 of 3 Fri Dec 10 2021 -ASCE® AMERICAN SOCIUY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 1.288 Sol N/A S, 0.454 TL 6 Fa 1 PGA: 0.548 FV N/A PGA M : 0.603 SMs : 1.288 FPGA 1.1 SM1 N/A le 1 SIDS 0.859 Cv 1.358 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Thu Dec 09 2021 Date Source: USGS Seismic Design Maps https://asce7hazardtool.onIine/ Page 2 of 3 Fri Dec 10 2021 -ASCE® AMERICAN SOCIUY OF CIVIL ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature Gust Speed Data Source: Date Accessed: 1.00 in. 25 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Dec 09 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Fri Dec 10 2021