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AST-0088-2022 Office Use Only ADDITION/ALTERATION PERMIT Permit#: - 00150 Z12- '- APPLICATION Permit Fee:$ 1 ker'�Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By: IX- Project Location:..IWAviation Mall Road Tax Map ID#: 302.9-1-43 Subdivision Name: Queensbury South PROJECT INFORMATION: TYPE: Residential X Commercial, Proposed Use: _Single-Family _Two-Family _Multi-Family (#of units ) _Townhouse Business Office _Retail _Industrial/Warehouse _Garage (#of cars_) X Other(describe ) Telecommunication ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement (habitable space): Basement (habitable space): Total sq ft: Total sq ft: Scope of work to be done: AT&T's proposed installation consist principally of the following elements: On the existing 123'- 8" water tank, install custom mounting frame @ 134'- 6", relocate the existing Omni antenna to the new proposed AT&T antenna mount, add six (6) antennas, fifteen (15) remote radio heads, three (3) squid, nine (9) DC power cables, two (2) fiber cables. In the existing fenced compound, install a platform with equipment shelter, generator, and other ancillary equipment. D t�qE0V [E MAR 0 8 2022 TOWN or-OUEEUSBURY BUILDING&CODES Addition/Alteration Application Revised January 2021 1. CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mark Fuentes agent for AT&T Mobility) Mailing Address, C/S/Z: 3391 Cambier Road Marion, NY 14505 Cell Phone: 585 ) 230-7891 Land Line: �_) N/A Email: mfuentes0airosmithdevelopment.com Primary Owner(s): Name(s): City of Glens Falls Mailing Address, C/S/Z: 42 Ridge Street Glens Falls, NY 12801 Cell Phone: ( Land Line: 518 ) 761-3850 X 126 Email: en.gineerC@-cityofg[ensfalls.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Qualtek Wireless Contractor Trade: Telecommunication installations Mailing Address, C/S/Z: 6600 New Venture Gear Drive Suite 101 Syracuse, NY 13057 Cell Phone: ( 315 ) 338-3566 Land Line: � ) Email: areis4qualtekwirt-less cam **Workers' Comp documentation must be submitted with this application** Arch itects)/Engi nee r(s): Business Name: Airosmith Development Contact Name(s): Joe Johnston Mailing Address, C/S/Z: 318 West Avenue Saratoga Springs, NY 12866 Cell Phone: �_) Land Line: 518 ) 306-1711 Email: )John ton a0marnithdevelopment.cam Contact Person for Compliance in regards to this project: Cell Phone: Land Line: Email: Addition/Alteration Application Revised January 2021 f � ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 55,000.00 2. Source of Heat (circle one):_Gas _Oil _Propane _Solar Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? _YES ENO Explain: 4. Are there any easements on the property? AYES NO SITE INFORMATION: • Is this a corner lot? _YES X NO • Will the grade be changed as a result of the construction? YES X NO • What is the water source? _PUBLIC _PRIVATE WELL N/A • What type of wastewater system is on the parcel? _SEWER _PRIVATE SEPTIC N/A DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are atrue and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Mark Fuentes (Agent for AT&T Mobility) SIGNATURE: '/Wwe 5a;n&J DATE: n3./r7,12m? Addltion/Alteration Application Revised January 2021 V711VIAR U.IdL ay A I R SMITH tp q ENGINEERING 0 O 2022 L--.— TOWN OF OUEEhlSBURY Structural Analysis Re rt BUILDING 8: CODES February 16, 2022 FA: 15599095 AT&TSite Name: Queensbury South PACE: M RNYJ032254 PTN: 2151A136M D Airosmith Project ID: ATT NSB UNY 202101 100 Aviation Mall Road Queensbury, NY 12804 Site Location Warren County 43' 19`25.86" N NAD83 -73°40`44.06"W NAD83 Applicable Code 2020 NY State Building Code/2018 IBC Applicable Appurtenance Design Standard ASCE 7-16/ANSI/TIA-222-H Applicable Structure Design Standard ASCE 7-05/AWWA D100-011 Structure 123.8 ft Water Tank Demand-Capacity Ratio(CSR) 20.4% Overall Result Pass PREPARED FOR: t T.&t. E. } .,triF NEW y R. JOy �.f>� h � 302.9-1-43 AST-0088-2022 y AT&T Mobility JF� 091187 �a 92 Aviation Mall Rd ESSIONa� Cell Tower Alterations 2/16/2022 APPROVED BY:Joseph R.Johnston, P.E. NY License#:091187 318 West Avenue,Saratoga Springs, NY 12866 �yCpe�r�c;f�7�d ca fled SS�WOSB Main Office/Fax:518-306-1711 WiJL1V Woman Owned Small Sualneaa www.airosmithdevelopment.com � ns�usu A,IROSMITH 4 F ENGINEERING Table of Contents 1.0 Scope...................................................................................................................................................2 2.0 Supporting Documentation................................................................................................................2 3.0 Analysis Code Requirements .............................................................................................................2 4.0 Final Configuration.............................................................................................................................2 5.0 Results and Conclusions.....................................................................................................................3 6.0 Assumptions&Limitations................................................................................................................4 IIPage AIRSMITH s_3;,, ENGINEERING 1.0 Scope Airosmith Engineering has been requested to perform a structural analysis on the existing 123.8 ft water tank structure for AT&T Mobility's new install. The structure was analyzed using RISA-31D Version 17.0.4 analysis software. Selected output from the analysis is included in this report. 2.0 Supporting Documentation Construction Drawings Airosmith Engineering Project:ATT NSB UNY 202101, dated 10/25/21 Tank Mapping Report Airosmith Engineering, dated 06/18/21 Mount Analysis&Design Airosmith Engineering Project:ATT NSB UNY 202101, dated 02/16/22 3.0 Analysis Code Requirements Wind Speed 90 mph (3-Second Gust) Wind Speed with Ice 40 mph (3-Second Gust)w/1.00"ice Appurtenance Design Standard ASCE 7-16/ANSI/TIA-222-H Water Tank Design Standard ASCE 7-05/AWWA D100-011 Adopted IBC 2018 IBC/2020 NY State Building Code Risk Category III Exposure Category C Topographic Factor Procedure Method 1, Category 1 Topographic Feature SS=0.237 g/S1=0.068 g Crest Height D—Stiff Soil (Assumed) HSML(ft.) 408.4 ft. 4.0 Final Configuration RA D Center Qty. Appurtenance Mount Type Lines Carrier (ft.) 6 COMMSCOPE NNH4-65C-R6N17 3 ERICSSON RADIO 4449 1135/1312 3 ERICSSON RADIO 8843 B2/1366A Custom (3) Fiber 134.5 3 ERICSSON RRH-4478 B14 AT&T 3 ERICSSON RADIO 4415 B30 Frame (9) DC Cables 3 ERICSSON RADIO 4415 B25 3 RAYCAP DC9-48-60-24-8C-EV `Bold items denote appurtenances to be installed -- -- - 2 Pa. ge AI N�_ SMITH _- ENGINEERING 5.0 Results and Conclusions Upon reviewing the results of this analysis, it is our opinion that the existing structure meets the specified code requirements.The structure and foundation(s)are considered acceptable to supportthe final loading configuration as listed within in this report.The controlling structure and foundation usages are displayed in the tables below: Final Structure Usages Component Controlling Usage (%)ill Water Tank Shell 20.4% Anchor Bolts 19.0% Foundation Adequate(2) (1) Listed usage is forthe controlling component.Refer to the appendix for detailed results on each individual member (2) Based on the wind load comparison preformed,the load increase is less than 5%and will have minimal effect on the existing foundation The proposed loading results in an increase of less than 5% gravity and less than 10% lateral loads. Therefore,the structure is deemed adequate to supportthe proposed loading per 2018 IEBC Sections 503.3 and 503.4. We appreciate the opportunity to be of service on this project. If you have any questions,require additional information, or actual conditions differ from those as detailed in this report, please contact me via the information below: Andrew D.Vargo, P.E. engineering@airosmithdevelopment.com 3 1 P a g e AfRSM1T�H -� M6NEERING 6.0 Assumptions & Limitations The following assumptions have been made for this analysis: • Structural calculations are completed assuming all information provided to Airosmith Development is accurate and applicable to this site. • The existing structures were designed, manufactured, and constructed in accordance with the applicable codes and standards in effect at that time • The existing structures have been properly maintained in accordance with industry standards. • All structural and foundation elements, unless otherwise noted, are in good condition, and are capable of supporting their original design capacity. • Steel grades have been assumed as follows, unless otherwise noted - Channel,Solid Round,Angle& Plate ASTM A36 Gr. 36 - HSS (Rectangular) ASTM A500 Gr. B - HSS (Pipe) ASTM A53 Gr. B - Threaded Rods ASTM A36 Gr. 36 • Calculation-specific assumptions are as noted in the attached appendix 4 Page rlsop Standard:' AWWA,D 100-11 TIA-222-H Force Cam onnnl Bare Tank'Full•Loaded•Increase Summary Resull' AT&T Contribution 45 do Wind Speed(mph): 90 117 U.S.Shear Ik: 133.63 135.83 1.6% OIf 3.6E 100.0% Exposure CateriwIr, C C Base OTM Jklpatq 8.266.72 8.544.9E 3.4% OK d63.43 100.0% Wind Importance Factor: 1.15 N/A I Total Weight(k),J 459.67 470.03 2.3% OK 1036 100.0% Gust-Effect Facfar. 1.00 0.85 •The proposed loading results in on Increase of less than 5%gravity and less than 10%lateral toads.There/ore,the structure c deemed adequate to support the proposed loading per2018 IEBC Sections 503.3 and 503.4. Tank(Ground Supported Flat Bottom rank) Elevation to Top.1 Outer Dfameler/race 0z"SrlDImS;ISfFo.* Projected COG. for.. WInd B.S. Se0lon Width 0 Base of Section Wildth6lop.111-litn THkn.,, Are. Elevall.. cit Cooffilejerd Pressure Wind Load Moment Ma[W.1ght Pedestal 123.731 60 i 0.40 1 Cylindrical 7.423.80 1 61.07 i 1.14 1 27.28 1 0.60 i 8.00 133.63 8.266.92 d59.61 T.I.f:J MMI 8.266.92 459.67 Calwalk c(ol, Total Projected Secit" Projected C,0.r, F... Wind Base Width Are. 1L.noth Shielding A- Elevation ch C..fficiehl Pressure Wind J..d Moment MolWalght' Tctal:l 0.001 0.00 0.00 Discrete Appurtenances H.Ight Width Depth Ailmuth RAU C.nl.r qk Wind Load To,.,W.Ighf' Carrier Antenna Model ty. On) (in) (In) shop. (dog) Projectlon (H) X� (p,l) (k) Jklpafi) (k) AT&T Custom Ffame '1 60 Transverse I 134.5 1.35 39.54 0.00 0.00 0.83 AT&T Custom Frame 1 180 NormalM134Z 1.35 39.54 0.00 0.00 0.83 AT&T Custom Frame I 300 Normal 1.35 39.54 0.00 0.00 0.83 AT&T COMMSCOPE NNH4-65C-R6N 17 1 95.98 16.93 7.76 Flat 60 Transverse 1.35 3954 0.29 39.01 0.13 AT&T COMMSCOPE NNH4-65C-R6N17 1 95.98 16.93 7.76 Flat 60 Transverse 1.35 39.54 0.29 39.01 0.13 At ERICSSON RADIO 4449 B5/B12 1 14.96 13.19 10.51 Flat 60 Transverse 1.35 39.54 0.04 6.02 0.07 AT&T ERICSSON RRH-4478 B14 1 16.50 1350 7.70 Flat 60 Transverse 1.35 39.54 0.04 5.03 0.06 AT&T ERICSSON RADIO 4415 B30 1 14.90 13.20 5.00 Flat 60 Transverse 1.35 39.54 0.02 3.16 0.04 AT&T ERICSSON RADIO 8843 B2+B66A 1 14.96 13.19 11.10 Flat 60 Transverse 1.35 39.54 0.05 6.33 0.08AT&T ERICSSON RADIO 4415825 1 14,90 13.20 5.40 Flat 60 Transverse 1.35 39.54 0.02 3.35 0.04 AT&T RAYCAP DC9d8-60-24AC-EV 1 31.41 10.24 18.29 Round 60 Transverse 1344 1.35 1 39.54 0.07 8.751 0.03 AM COMMSCOPE NNH4-65C-P,6NI7 1 95.98 16.93 7.76 Ftai 180 Normal 134.5 1,35 39.54 0.39 52.65 0.13 AT&T COMMSCOPE NNH4.65C-R6N17 1 95.98 16.93 7.76 Flat 180 Normal 134.5 1.35 39.54 0.39 52.65 0.13 Al&T ERICSSON RADIO 4449 B51512 1 14.96 13.19 10.51 Flat 180 Normal 134.5 1.35 39.54 0.05 6.68 0.07 AT&T ERICSSON RRH-4478 BI4 1 16.50 13.60 7.70 Flat 180 Normal 134.5 1.35 39.54 0.05 6.59 0.06 AT&T ERICSSON RADIO 4415 B30 1 14.90 13.20 5.00 Flat lea Normal 134.5 1.35 39.54 0.04 5.13 0.04 AT&T ERICSSON RADIO 884382+B66A 1 14.96 13A9 11.10 Flat 180 Normal 134.5 1.35 39.54 0.05 6.84 0.08 AT&T ERICSSON RADIO 4415 B25 1 14.90 13.20 5.40 Flat 180 Normal 134.5 1.35 39.54 0.04 5.23 0.04 AT&T RAYCAP DC9.513-60-24-8C-EV 1 31.41 10.24 18.28 Round 180 Normal 134.5 1.35 39.54 0.05 7.09 0.03 AT&T COMMSCOPE NNH4-65C-R6NI7 1 95.98 16.93 7.76 Flat 300 Normal 134.5 1.35 39.54 0.49 66.28 0.13 AT&i COMMSCOPENNH4-65C-R6N17 1 95.78 16.93 7,76 Flat 300 Normal 1344 1.35 39.54 0.49 66.28 0.13 AT&T ERICSSON RADIO 44d9 BSl812 1 14.96 13.19 10.51 Flat 300 Normal 1345 1.35 W 0,05 7.33 0.07 AT&T ERICSSON RRH-d478 BI4 1 16.50 13.50 7.70 Flat 300 Normal 134,5 1.35 0.06 8.15 0.06 AT&T ERICSSON RADIO 4415 B30 1 14.90 13.20 5.00 Flat 300 Normal 134.5 1.35 005 7.10 0.04 AT&7 ERICSSON RADIO 8843 B2+B66A I 14.96 13.19 11.10 Flat 300 Normal 134.5 1.35 0.05 7.35 0.08 AT&T ERICSSON RADIO 4445 025 1 14.90 13.20 5.40 Flat 300 Normal 134.5 1.35 0.05 7.12 0.04 Ai&T RAYCAP DC9-48-60-24.8C-EV I 31.41 10.24 10.28 Round 300 Normal 134.5 1.35 0.0a 5.43 0.03 wind loodshave been foctoredby0.6 tocomporeakectlywilhAWWA windloods 1.911 257.161 4.27 Linear Appurtenarices Cluster Bar. Dkirrol., Weight Sim]H..Ight Erid H.Igll Azimuth Exposed Diamoor Wind Load Moment TolaiWelght Carl[., F.odll.a Model AT&T 0.3771ber '3 0.39 0.09 1 0.00 1 134.50 1 180 1 Individual 1 1 0.151 10.61 0.04 AT MT 0.8"Power 9 0.89 5.00 0.00 134.50 I80 Individual 0.3d 24.22 6.05 '.,M1 Mrid bads have been factored by0.6 to compare d--flywilh AWWA wind hods Total: 0.27 20.90 6.09 z' x Envelope Only Solution Airosmith Engineering Render AV _ _ 15599095 Queensbury South Relo Feb 14, 2022 at 1:56 PM ATT NSB UNY 202101 I 15599095 Queensbury South Relo... 1___---- ---_ 'I to — Van Mimes Top is (LC2) Z ( 4.55 _— 4.05 3.03 152 2.01 -1,5 99 .49 03 J/ F MAX PLATE STRESS = 6.62 KSI / (0.9 * 36 KSI) Results for LC 2,1.20L+i.OWL AZI 0 L Airosmith Engineering 1 Plate Stress AV 1 15599095 Queensbury South Relo Feb 14, 2022 at 1:58 PM 1ATT NSB UNY 202101 �_ _ --__ —' `— _� 115599095 Queensbury South Relo ' ' Company AimomithEnginuehnQ Feb 14.oOou Designer pw 1:55 PM Job Number /TTNG8UNYuOc 0 Checked By: Model Name 155oeoeaQveanabury South Re|o ' ` Company Airuamith Engineering Feb 14.2022 Designer *« 1:55 PM Job Number /TTNSBUNY2O2 01 Checked By: , Company akoomKk Engineering Feb 14,2022 Designer pw 1:55PN Job Number ArrNOoUNY20210 Checked By: Model Nome 1saSSO8sQueonobury South Re|u Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATf•NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Basic Load Cases (Continued) BLC Descrii _Category X Gravity Y ravit Gravity Joint_ Point Distributed lArea ... 15 Ice Wind Load AZI 45 r None I T 90 16 !-;,Ice Wirid.Load AZI 6o. '.None 17 Ice Wind Load AZI 90�-- None �_ 45_ ;:18 :Lee Wind Load AZ1,120 '. : 19 Ice Wind Load AZI 135 None 90 21 Distr. Ice Wind Load Z None 20.- Ice Wirid Load AZI 150 None I 9 57 1 206 22. .Distr Ice-Wind.Load No _ 57 I I -2Q4 23_. Seismic Load Z - None 45 57 Seismic°Load X ' i' None -- I_ :1` .45 57 ::. I Load Combinations _ Fa_..B_.. Fa... B_LC Fa...B... Fa... Fa...B... Fa...B-... Fa... Fa_r__. Fa...B_. Fa... escrip#ion $_.. P...S... 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'T "_ .1051 :11- 27 �-0.9DL+1.OWL AZI 210 I es yS1 .9 3 _ 1 10 -•8••• 11 -.5 ;28 0_9DL`+.1_OWL AZI,225_' 1 eS _Y: ,,.: :1 --9 4 ' - __1__0:.:. 2g_ 0.9DL+ I.OWLAZI240 Yes Y1 1 .9 5 -1 1 10 -.5 11 -•8•.• 30 0.9DL+ 1;.OWL AZf 270es �! -1-- r --- -�--J- l- r 1 ^9:16 -1. 10 •111 = I- - -- -- -- --I 31 I0.9DL+ 1.OWL AZI 300 ess Y_1 �1 .9 7_- -1 10 .5 11 -•8••• _ 0:9DL+1.OWL AZI.31.5.= esl-Y, 1_ .:9. 8'. -1 .10 ...�07 11 _;7: I _ 33 O.9DL+1.OWL AZI 330 es Y 11 .9 9 I_-1 10 I•866111 -.5 ----1-- _ °34 1.2 D'+1.0 D i_--es :Y L_ 1 1:2 35 11.2D+1.ODi+ 1.OWi AZI 0 es Y I 1 1.2 122 113 1 21 1 22 ,36,_:1:2D-+TO Di+_1.;OWi_AZI_30��es Y 1',1:2; 12 1;:.1'4: 1"� 22 .-B. 37J1_2D+1.ODi+1.OWi AZI 45.+��.�.Y�..es y I 1 1.2 12 1_ 15 ^ 1 C21 .707� .707 38_172D+1..ODi.+.1.OWi AZC,6Wesi Y �_.1_ `1 2:12'':1 16: s A 2.1 I.:5. 2.2 8661 -� 39 1.2D+1.ODi+1.OWi AZI 90�ess Y 1 1.2 12 1 17_- 1 121 22 1-1 ,40` 1.2D+1:05i;#_1.OWi.AZI i>;1'es :Y 1 :1'..2 121.TI 48'.. ' '1::.'21 !:'=:5 221.8661 F 41 1.2D+ 1.ODi+1.OWi AZI... es I22 .7071 _ _ �I Y . 1 1.2 12 1 19_-�-1 '21 -•7... 142 .1:2D.+1:ODi+1.OWi Azl:::Ye Y I 1 1':2-:1121 1 I. 20: I 1 ,21 ; .8::. RISA-3D Version 17.0.4 [RA...\...1...1...1...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 4 ' Company AiruamithEngnaohng Feb 14.2822 Designer »« 1:55PN Job Number ArrmG8UNYuu2 01 Checked By: Model Nome 155S8O8eQueenouury South Rolo Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo -Envelope Plate/Shell Principal Stresses iContinued) Plate_ Surface Sigmallksi] LC Siama2lksi LC Tau Max[ksi LC Angle jrad1 LC Von Mises ksil LC 13 P401 maxI T T 4.985 25 _538 1 23 2.73. 17 1 2.326 F79 6.37 17 14- min -2:034 15 6:998.' : 17 047 55 I_ =:731 -14-'J.'" .-..293 If 15_ -_max _B _ 6.302 2 2.384 20 1 3.081 _ 17 2.352 17 _ 6.071 17 T2 :. : .`55 I " -:7"76 37 17 P398A Imax T 5.3 27 2.497 28 2.231 _2 2.356 1 55 6.104 3 18, :;:imin 3:7.73: 4 _7.048._; : 3. 054. 62.. _:769:,: i '42 19 max B 4.534 1.8 .343 32 2.246 10 2.352 62 4.752 10 21 P404 max T 5.228 25 2.369 24 2.233 _ 2 2.109_ 22 1 6.058 17 I min - -3:663 16 =6 992:: 1;7 .0511 . 56 ``A05 :23 089 . `..::::56 23 max B 4.542 _18 .094 _ 19 2.364_ 10 2.236 6 4.884 10 .5.027 10 034.. 71 =.768 21 _ 066 71 25 P407 max T 5.07 22 .975 21 2.394 6 2.261 12 5.844 114 "26 _ : min. _ 3_379 :, 1-3`--=6_727_.' ' 14':.=_.217_: . 66 _,764. 62�. -:68. 27 max B 6.961 26 2.773_ 29 4.199 17 2.32_ 11 8.035 2 .. _mi_n _3;68-- 5 :L .. :_8.052.__- 2'' .: 1°9___: . : 1_ _743_:_;>.76 29 P405 max T 5.054 30 .737 31- 2.518 14 2.223 75 5.804 I 6 30.- rein: 3:_1_6_ .. ::"7`' ::..-6,653 6: _... _1,97 : :' -- 783', -I -- - - 31 max B 7.052 26 2.724 23 4.205 3 2.344 56 8.17 2 -_min _. .:`; _3723 ;1:5'_ 8_11'4.:-_: __18G 1__ -:783 4 _679'__ . 33 P394 Imaxi T 4.075 18 392 5 3.244 9 - 1.764 5 5.744 L 1 9 rn :_. -_ ,262-_:_:29T -- 5_-min10 .048: 70. 832 ' 121-= '•i-70. _35 _- max B 834_ 4.542 9 27 2.053 9 2 281 12 4.341 9 r.- -- _1;0.16 =4.653 ': . 17: :=::`:035 78:' 754` 27: 082 78 , 37 P400 ma i 11 x 44 3 _. I �mi _:. - -8i 1 4 _ .38 39 maxi B 4.506 _ 27 .79 25 2.044 11 1.705 _23 _4326 3 40 : min _:998 2` 4.651 3_ :' :043_ 72. .-A94: -22. :083_- j 72 41 P378A max T 4.004 22 2 70 2_936-j_15 2.34 67 15.365_ 14 42.. _min :253 59 _ -4:919 _` 14 _125° 59 -,=_78�4_�: 5�1 44 m.43 ax B 4.667 30 216 28 �- 2.526 15 2.349 ; 17 4.806 15 In 891'." 5.. 1..: 4.95`. .; ;6_';- 11 :.': . 75 .._ _:783 :.( 80 .327 l:`76. 45 P376A maxI T 3.89 130 1 -.202_ 80 2.907 5 2.302 29 5.298 ' 6 234. 50" 4.:757: 6 `. 121: 59 1^:' Q.,.:.I _12 ' ;.'::':31: : ;' 60.. 47 max B _ 4.689 _22 _.411 23 2.442_ 5 1.58 7 1 25 4.719 5 48 I min 1:1-1.8 I :15 :., 4.9.83':'....T4.:; 112 :''" �, 75: =.475 i 26:: ::, _:325 1.4 49 1 P392 max_ T -2.767 28 -.291 _ 76 2.853 6 i 2.351 8 5.101 5 50 ! mint, -.132 4T>. 4.206' :, 5:.: :: :141 ';.. :6.1 :772 •,: 74'.;. :.312 6:1 51 max B _ 4.392 3 _i 1.371 18 2.311 6 2.325 4 4.107� 7 52 ;'_-: : . ` ::.min ':. 1:516 1.0 4:539'T 1.0 . .�13T': . 63 =:783 52 i :... ...`305 ... :. I- 63 ' 53 1 P399A max T 1_ 3.497 129 1.672 _ 30 2.221 3 2.26 8 4.841 I 4 ':251: L561 max B 3.566 18� .179 30 2.422 1_995 62 4.34 2 `�` ' min ,.. _:942 6';:d 3.782`• 1.0,. .079. ._. 7-1. =1496 143 :273. 78_ . 157^P362A _max T 2.546 23 308� 74 2.721 14 2.312 56 4.832 15 _ 58 min_. .11:1 39:` . 4.025` 15. 1'21;: : . :57, 647~ 22 :309` 51 59_ max g 1 4.295 17=_ 1.457 18 2.185 _ 14 ( 2�.30_6 55_ 4_019 12 I _ _ �-_1'.635_ �'9: _-,-4?51_8__. 10�L� .'142 S5___ .78' _71�. _ ..295 61 � P402 - max -T 3.063 T23-�_ 1.51 22 2.285 117 2.338 57 4.68 16 -----min 3_245__j 1_3_ ,::=`=5�.126;. ' 15 .05__;,' _6_1� _.7,76 22. :`_ _208 71 . _63 � , max _B C�3.507-_�19_� - .306 - _22 2.384 2 2.35 i 58 4.273 _ 2 64.:L,: •.. •:•.-.min �. �----- - -- -,--.. . _ r 1.:012 14_f_- -3:63G _11 j 084__ 79 -:732_'' 74--f__..245_- . 72 �-�-65 P396 _1max l T _ 3.295 -f 26 .62 _ _23_ 2.274 3 2 315 17 I 4.106 3 �ax1:078__i`1,5 3:457T: : �2 05T_ ._8p� 759: -18 _._._::.: 31-�----80 �67 _ B 2.856 10� -.18 _ 64 2.037 11� 2.355 4 T 3.617 10 E-- - --- - �:68 I minF_iOE8___f 64 I_.42.7_76_ 18�.. -.049 64 L.152_-:._68 A56 64 -i------ -- _26�_.594 29 I 2.227^ 17 ; 1.872 5 I 4.057 17 ., RISA-3D Version 17.0.4 [RA...\...\...\...1...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 6 ` Company Airoumith Engineering Feb 14.2O22 Designer pw 1:55PN Job Number /mTTmO8UNY202101 Checked By: Model Name 155SSOS5QuoonoUmy South Relo Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envel®ne Plate/Shell Princigal Stresses (Continued) Plate Surface Sigma1 [ksi]____LC_ Sigma2�ksi] LC Tau Max[ksi LC An 1 le LC Von Mises[ksi LC 127 maxi B i 1.84 7 -.057 21 1.328 8 _ 2.141 30 J 2.334 _ 8 min ..,: -39 13" 1":655'•= 31< 064: 78 463- -29 1 `: -. '25` 78 128. - I 129 _P2 maxl T 2.346 24 1 119 _25 _1.244 16 _2.2247 11_ _2.75 16 13T min -:487 17 =2:952: 1'6: 03 :' 69 I .'-:739 76 128: 70 131 max! B 3.541 18 1 2.533 _ 18 1 777_2 16 2.352 12 3.367 10 1.32' min �2=:968: 10".. : 3:658 " . 10-1._`: 021" 17;1' -`7.63 28 1,11: 1 71 133 P77 max -T 2.352 28 1 -142 27 1.23 4 2_115 31 2.733 1 4 �134 min 502' 3„ : =2.942; 4: 021 81 633-' 32 ` .. .128" 80 135 _ max B 3.469 18 2.454 18 , 77 4 2.227_� 32 3.302 10 -_ min .: . : . ' 2.926 10 3.58 1_0 :025 : 79 41'2:,:: >15 .136 ; '::79 1`37 P386 max T 1.96 6. .658 20 1.501 8 2.355 79 2.609 7 '8 :3" -1,2 1.789 '.,;;30'.!: .04'5`� ': ' 12 776 82' 246 '°7T. 8 139 maxI B 2.643 7 -.094 25 1.509 1 6 f 2.344 32 2.805 6 140 --=-= min:_T_,.:,:: .31_6__''',1'6 -2535 :-': 31' _04l_._ 162 1�'�771 1 16 .1 156_ 76 141 P368A max T 2.184 14 .587 _ 32 1.458- 13 1.801 + 8 1 2.605 13 :989-:14"2_:__. min' 1 : _'22_ :05'1_;: ; 73_'__.54&...__i_25 _206' 39_ 143 - Imax l B 2.768 13 -.075 27 1.584 14 1.999 9 2.973 14 :1q_4_ : min :_:. :: >-:42__ 4- ___2A47 .:; 21 :: 027'_`- 73 '-:634- 26" : : : `:157. _' 74 145 P12 max T 1.984 23 .325 25 1.228 14 2.032 _ 25 2.512 15 _77-=� - _ 146 _`_-___min 55:- 17_ -2:6T4_`.. '15 I:.___043:; 5.8`,:1 ^:4.89 I;•26:.. 077---- �58__ 147� max B 1.056 17 146 70 1794 16 2.2 5 1 1.399 f 16 ;:min :153 5_6`:_=1_029 _.25:i 024� 71 _749 211 134 _.-L70 149 P67 max T 1.927 29 .376 - 27 1.098�� 6 1 2.241 j 82 2.419 5_ 150 1: min -.591 3 2.616 _'` 5 �_044` ' 60 =:763 07:7 60 151 Imax B 1.195 3 .055 32 ' .897 4 2.279 58 1.579 1 4 52.___- _.'min_____ _326__ -9 1_:1�81 -11 _ __,R25___ 79__ 765__�=63._ 1-31-__,_!"",80, t-- -- 153 P370A max T 1.215 14 -.162 74 1.312 15 2.191 72 2.279 15 154_ _ 55„ ;=.1_.638`..,"•:17 ,.'04' _7.1'; .,773_ . 73. 1 161 . 72 1551 max, B I 2.593 15 I 1.353 _31 .688 11 2.329 2 2.246 15 157 P384A_max T_ _ - _ -- - 5 156 __min. _�1.3.99 _-2':221 `23;: 027' _71; __779�'. " :.:8` I. : :2'.11_1-68. 1.066 26 f_ -.127 75 I 1.215 5 _ 2,192 15 I__- 2.131 4 158: min :.:=:148..'' 63 1.655'° 3 :i c038 19. -:742:".. 32�; 1.5 1` 78 159�max' B 2.424 5 1.422 21 .709 9 2.316 79 1 2.109 5 160: :":: min _1.504" 13: 2:046:`.. '29, 02'9' . .79 -.76 { 80 `' .,':.:1.95 . 82, 161 P22 max T 1.659 23 1 -006 26 1.057 14 2.321 1 75 1 2.067 14 1.62 min, 206' 2 ." -2.05 ":.r ;,:15.: 01 -•� 40'I =:535 59 I 069 i -75 163 max- B 1.094 31 .361 31 I .38 15 1 2.343 ! 59 1.007 1 7 rnm ::-":602 7: ; 1:162. 7.., 023` 58 I_- "=.7.,. . 1._:_.11 : .;, :1 76. 165 P57 Imax T 1.612 29 __ -.006 26 985 6 2.302 17 1.958 6 1:66 rnln -.204 2� -2:001 75 0 ;1 46 1 .747- :"82 1;"'. .074:" " 1: 75"` 158 21 - 21 .476 6 1 2.321 81 1 1.072 13 .. .247 167 max g � 1, 168T- min _:49 13. 1`.229. .: :113� :025 80' -:78. :I "64::.: , ,-.1'05 74:. 169 P73P73 max_T 1.007 6 -.11 _ 67 1 1.12_ 77 _1 2.352 77 1 1.945 7 -17.0 I ` min ::1'1 : -62 1'295 ::. 8- .04:.1.. .._ "I 63 1" ''.709` Al." 141 �='66 171 Imax B .521 12 .25 30 .381 10 2.351 ; 24 .661 10_ 1,72 minl `,_, .3,,:. 6.:" 503:; 19" • .014 71 772 23 082 1_. 173 P38 maxI T 1 1.161 26 _129 29 1 1.018 i 2 1 2.286 1 21 -1.861 2 174 __ _ ruin__ 228___ 6_ 1.6.1"4"`: 2 __.02 57_ 222 _6__I 111_ -58 175 _max B_� .972 3 .122 21 .446 1 3 2.344-� 82 1 .935 - -3 176 min =-= -.._:176: "13_- _854..... ._27-_ _008 _79�__77_ 17_'_1 " .057 �_63_ 177 ' P43 _ max T 1.174 26 _.177 _ 23 1.01 2 2.295- 73 r 1.853-_ 2 1.781 _+mint -.359 T14 1.622'. _`2 �- .02 61 -:654 61 1 11'1 61 _ .117 32 .464 _ 17 2.344 75 .976 17 - in 79 max B 1.019 17 1:80 18T....__7:" 89_6_.:. _25.. _.__:OQB,_:_�71.: .7:7. 1:1.1._. 06._, 55. _181_(_ P8max T .96 14 -.116 67 1- 1.0__-37___ 113 1 2.31 167 1.801__ 13 182_;__- min'_ _ -.-11"1__- 56: 1.213 �12 `__..04 55" i. 612 -=i 52 =i - -14-2 �_- 52 `183 i L _ B +_.64 __1__8�_ .191 I_2_2_I .412 9 2.329 66 1 .743 iI 9 f RISA-3D Version 17.0.4 (RA...\...1...\...\...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 8 ' Company *iroom8h Engineering Feb 14.2O22 Designer *v 1:55 PM Job Number ATTN8aUNY202iO1 Checked By: Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Enveloge Plate/Shell P►°incigal Stresses Qontinued) _ Plate_ Surface S_igmal fksii]_ LC Si mat 1< i LC Tau Max[ksi LC Anglielrad]33� LC Von Mises_ksi LC 241 P355 max T .765 T 33 I .162 31 r .52 9-1 2.3010 1.182 9 =:262 8:•• 1.285 A'.: .041.._`. ...:82 734.: ,.:`•:.0.74 82 243 max B .4 26 -.033 23 .374 2_ 2.037 20 1 2 244: mm I- - 144. 15 .I =:&2 : !:..2r. 045.' 14 . 747 26 .088 74 245 P 145_ max T L .718 19 .197 20_ .511_ 10 2.254 _11 246: :. min -- I;. 283: 1`2- 1263,.;: .1.1.. :,-:::.039 68: I 667. 6. =..07 68 247 max B .433 25 .108 28 .441 17 1 2.345 10 .855 1 17 T _�_571 26 _ .153 11 .629 17 1.951 21 �- 248' min: ,.:: -:197•: q `-.836 -2 : 28:'-1::, 25• : ::085 76_:_. 249 P40 max 1.123 17 250' ma+n s03 21.+ -.904 ... .1,7;.. :03'".:. .6 .'=:56. 6. I :053 6 25511 Imax B _ -_ .642 17 _224 18 1 .257 14 2.343 21 .572 17 252 1.:::: - min -: :_:162; 25 =.401 10 .:O15'' 22 ° 744 22: 044 22. 253 P341 max T .56 30 .177 30 .452 6 2.242 18 1.081 6 -- 2'54.: �05.1-;:-._80 =656 801 255 max B 396 25 .077 23 .342 2 2.192 6 .747 17� _ . rn+n-_-_-=__1.7. -15` -- =.8 1.7 .032 .72 7:559___ 22: :..,_-058_ _- 72• - -- - 257 P45 max T .567 26 .182 12 .588 2 2.231 13 1.064 2 . 258 _': :'' :: :::min M 22., . _895... 2 `054:_ . 7 ,. -: :. 56 29.':_ -_124_` 7: 259 max B '.585 2 .217 18 248 114 2.185 24 .522 17 _260 _'minl _ . _-.1_12_ 25. _ .399_ : 10 I 022` 22:. 1_Q95 21 261 P117 max T 619 33 .081 18 478 9 2.266 21 _ 1.038 9 262 min 155:::_�10 1_.1.05> 9. ____047 _. 35 _4.78 .' 4_ �.097 _ : 35.. 263 max 307 33 -.025 19 .401 9 2.101 _ 21 .842 9 264: min I: ::: .085- .10` .877 ..9 02. ' 3 1:. `,:746 20: -, :041- 265 P1877 max T - - .606 22� .092 22 .467 _ 14 2.027 26 1.026 14 '266_____ :� °:,`:�rnm______' -243 23 .011 24 374 15 2 _ _ __- --= _1'65:_:_ 14. 1.00-"14'.. _ .043' - 40- -205_:.=9_: __ :09' -=- -39 267 max .236 26 .806 15 268 __ :_ min._ ` 114:-:::, :'1,7 ':' =.854 _9 _:377;_ -9.: __ m4 269 P383 max_ T_- 57 18 .088 33 - 457 10 2.306 5 1 10 270 nlin 1.58` :'.9_.`. -11':069__ '10 :046 50` i -:69 .:I 21 L 097 50_ 271 max B_ .254 18 0 32 38 10 2.245 4 .807 10 272` ;<--- min, :' A . 8�'- ;:.'.'_:84T;"-; IG' '044':. 1:5: `' 733. :20.. 07 15 273 1 P131 maxi T �.592 1 33 I .053_ 19 .489 9 2.155 22 .993 9 274. ":.. min. ..13. :'; T," -1:.017, 1:1 �0: :063.t. .. 4-. `-'-.:767 5 ,1. .:. :;14 12751 max B .332 32 -.152 19 .431 8 2.055 122 .83 8 + 276 : ;:Irvin 085 4._ =:795 8 `:051 :. 20. I: .:723_ 18: : 149 19� 277 P75 max T 429 31 29 553 8 -1.843 1 28 .981 �-7� 125 7 :019' 29 278: :::'_Imin.; 081`- :1�9':•I:. 773 ':304° `3.0. :147.. • 29 279 max B 626 8; I .182 23 .248 10 1_883 23 .567f 9 280:` m+n :: . 155 : 16 . 1 6 14 .46 14 P .' .305:` . ..26 1 .978 ' 19. - _ 186 :._: 32" -:..=.323. : ` ..9 5 ... :056 " . 281 P201_ max T ( .555 _ .46 _ 14 2.305 26 .978 14 � 282 min: . -) _:-: 26 : `: :�.21:1: 25 : 11 26 .1 2831 max B .206 22 -.128 25 _ .354 14 1.963 _ 28 698 14 28 �'`minl 068 56' =:688 '.14 05.7 25 7.0.7 2 `.921. '25� 28511 P327 max T 1. .501 28 .12 29 .423 4 2.206 15 + .973 �4 1 286 -finis 227 5,:.. 1.063 : .4. 065: : ' 31'"1 31 11:6_ i..1.5 287 max B _ .076 1 19 -.136 _ 70__.209 2 I-2.04 18 .399 I 2 288 -.302_�. _62 .063_--' I.70,: __1.033 =I 26 __._ ..132_ 10_� 289 P369_ max T 569 18 055_ 1 _ .45910 2.291 21 1 .971 10 290_I_ '_ .. ____._;_m+n . i' : '135` '. 8 062__ _330 =:741; 4 .:108 _30 -. _--. 291 lmax l B I .20- 5 j_18_ -.127�31 .361 -� 10 � 2.347 19� .712 _10 292._I ~: min =`.071 _ 66 703 {:10 _.061- 10 2.347 . 32 125--_. 31 293 P161 Imax .486�22 .036 120 .48 I 14 i 2.329 _25-k .964 1144� '294._ _.:::Irriin -.___ _._.__049-_{_1.2 I_ __96�_ 14 _.___074.`` _19.1 1 =_754___ 8_i 141_.--- I 70, ' 295 - max B _1 .232 I. 31�' 125 78 _361 16�2.35 23 .645 _� 16� tmrnl_. 116' 20`( -:522 - .1.7: =- 056__ 20�_ 1.062. I .15I_"._137 _ 78 297 __P98_�ma L_T .814 _j 330 -_.226 33_� .536�3 ; 2.347 9. 1_ .941 1_13 i RISA-3D Version 17.0.4 [RA...\...\...\...1...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 10 ^ Company /VmomithEnginaoring Feb 14,2O22 Designer AV 1:55 PM Job Number ATrNSaUNYuOu1O1 Checked By: Model Nome 155B9O85Queonabury South Re|o Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plate/Shell Principal Stresses (Continued) Plate Surface Sigma1 [ks�_ LC Sma_2 jksi LC Tau Max jksi LC Angle[rad]_ LC Von Mises_[ksi LC 355 max B 545 11 .24 _ 29 .277 90� 2.309 1 17 .513 10 3561 ruin 1:43 - :1.9'.,: :::-.342... 5' :044 : 30: 778- 18 . 143 33 3571 P118 MaxI T_ .286 _ 33 _076 _19 .442 9 -2.338_ 4_ .844 9 358 I min -:026. 4 -.797 9 ' 041 4 .:-:418 20 ': 09-5 .3 359 MaXI B --'006 33 -.035 3 .476 9 2.28_ 21 .921 9 360` ":;:-. min :.. 36.' ' ::_.885 9`. ...:.055.::;.: 4 .. ':48; 4: 095: 4, 361 P239 max T .445 25 .098_ 27 .405 17 2.24 �28 .84 17 362 ruin. I;., _.109�. 3...:: 868. 1,7 ':::025` 11 I : -395.: ':`1.1 .:> `. :.1.1.2.. .: 75 363 _ Max B .138 22 _ -.078 19 .231 15 1.988 31 .434 14 364 min T . =:058' 1:1: -.419 14'I 062 82 `-' �-886: ' '23` •` . A17 67:. 365 P157 max .397 22 22 20 .419 ._ 14 _2.333 24 .836 .. 14 #6 mini. -.036. Ali. : =852 ;: "13-, .066: 70 _.75 7 123 70 367 max B .257 31 -.108 _ 1 78 .287 16 I 2.225 23 .512 8 3.68._ miri____� _-=-12, . 20: -..__-.459:.::. ;_7_ __045:_ _.,20: ._:__:9.61__ 18. _ 12 _ ..., :7 369 P235 max T 1485 24 .044 27 .417 16 1.812 32 1 .831 16 370' -_- min _084 ' _.4_:'- ----827- 16_. --.032 • 2_7 ':363-':__-24. ____._089 __11_� 371_ max g 246 23 .039 20 .287 15 2.106 19 .551 15 I =.041 12:.. _532. . . : 14 01. L 20. 247 20, 4 , 373 P384 max' T .253 18 -.05 31 4 10 2.345 4 .829 10 min`::= 023: :_: 50= 784 .__._.1:0 _04-5 15 1__ 07 20 .. 0-78.:._,._45.: _375 _ max B .402 18I -.021 31 .465 10 2.236 5 .901 10 - = 0-: 68_ - 1.0 . 062 _ _50_ :_754__ 21 12 5 --- -- min 6 0.. - 377 P143 max T 433 18 - .059 4 .41 10 2.255 23 - .822 11 :378. _` min_ ::, -:06 1.2.:i .. ,_:847_:... .141 -:; ' .059` 68 : 701: 6 108' 68 379 _- - .3 25 -.122 76 .35 16 2.276 23 .637 16 3810 -P133 ._ max__B s___1'S3 4_: `:556_�_; 47, ----- --------- max �38 min - 1.__..044_. '20`F ::`.967._;` 18 __:_:::132 76_ I T I .39 33 -.018 4-I 436 9 I 2.203 22 .814 9 382_I _.mini t- . �I. 263 33 I -�073 _20�--413_' 9-I 2.234-- 21 383 max g _ .754 9 384 mini. -_071 .4 T_ _`-.652 _9__:. :.:01'6,; 20. ! =.294_ 20. 1'.a: :064 20 385 P188 �ax T .233 23 _ 042 25 .425 14 2.123 26 _-.813 15 386:,-:. .. .. Imin L '':�;: =.025 .,-�-39 -::-i7:79"`. ;,;�;15;' ,'- ..053 ` ' 387_�_ max B - .418 _22 -.03 8 .469 14 2.033 26 .912 14 388:I min -:004 40 _=:883 1:4; .. :::06 39 254'; 9:;. 122 : : 39 . 389 P232 max _ T .914 _2:--.324 33 .405 12 2.07 26 .811 2 390 P Imin 214: 24.. ': -.689 26 :062.`. 23 1' 833 21 1= ''•:223 79 391 max B .709 126 .094 _ 10 _ 682 17J 2.318 28 1.201 _17 392_I .,., Imin .195_ 82 _ -:93 2 .086.: 74 -i727193. 74: 393 P218_ max T 725 16 -..035 -� 29 .437 16 2.312 8 .81 16 39 ; in 024;. . 122 =:332. 24 084 . .21 . ._.:744- 25,. 1.42 .. . ':21' 395 !max B 1 .628 17 088 21_ .463 16 2.324 9 - - .817 16 1 896`! 442' 27 325 15 044 21: -:771- 8. 153 21.. 397 ! P339 lmax_ T 37 �31 __ .07 _ 30 .383 8�2.318 2 .81 7 ,398 min �._.._:09 6 -.848 ,7 . : 065..,: 80 d 733 18 12'':':' 121 80: 399 Imax B- .148 126 -.107 1 72 .234_ 10 2.176 18 1 .418 10 400 -rein ! 063' 1.:5 -.354.: .,: . TV: :. 064. 72 1.038 : ' :27 _:1_19 72 401 P189 Amax T 7 331 22 -.033 _8 .413 14 2.031 26 .805 14 402 __007 _ 40 _782 14053___I_9 ____46 i_9 _1 _..092 9 403 -__ _-max g 156 - 23 047 ---25 I_ 377 14 2.099 1 26 .715 14 9 1 404_I _ min :026::. 39`, -.6 84 ,;15 .049�_ 9 ----- - - -- - -�_633 9 �- 086- . 405 P358-imax T_ 684 9_ 018 --[ 28 _4_63 ---1-17 2.213 25 _.804 _17 {- -- --.---,-- - -��-- 4_06_l._ -_: rniri�_ _.146-- _529:.. ,� .17' - :14:-:-` -L21. 1 . '.991_; 3:3._ _:242 2.1 407 _ _ max, B _ 616 9 _ -.044 82� .507__-j 9 J 2.073 25 - .884 9� '408 .�_.__ !min-_: �:. ! - - ---= _:1�79=- ..7_9•:_ -_397 9_.:_.__ :.114 8_1 l82�_ 133 _. .-;-_T209' u _81 .( P237___lmax� T .475 _25 _ .099 27 396 F167 1.951 28 .804 9 7 `410 ____ in _ 101_'_�.3 -.819 17 _00.9- ! 11_(_0.66 _I 27 _�: 082 - 7.4 max B _.174 _22 .03 _ 19�_223 L 15 1.993F33 .434 [411 _- L 14 RISA-3D Version 17.0.4 [RA...\...\...\...1...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 12 ' Company AironmUh Engineering Feb 14,2O22 Designer AV 1:55P0 Job Number ATTNOBUNY202101 Checked By: Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plate/Shell Principal Stresses XontinuegU Plate Surface Sigma1 ks, LC $igma2Lksi LC _ Tau Max[ksi LC A_nglelrad] LC Von Mises ksi] LC-_ 469 P120 max T 661 16 F -.048 776 .435 17 2.22 1 21-T 761 10 47'0:1 inj I :.0,. 22- -.523 :2:: 036 -. .:22 :8.57 471 max B .619 12 1 -.016 6_ .476 11 2_342 3 1 .836 11 10., . 45 .057 8472-- min .048 -7 _ 473 P351 max T .385 33 .06 31 I .372 9 2.314 3 _ .757 9 474` Irvin': ' 066-. _ . '7:�:i s =Z7 9 . .069 -1 153 19 ! 112 82. 475_ max B .211 26 1 -.13 74 .26 10 2.266 33 .455 10 :135 74= 3" 983 29476 min =068 15 =. . 3-1 -4477 P146 max T_ 357 25 -.14_.__. 76 .418 16 2.268__ 23 757 16 _ 78 ', .'7' min _ -.148 4` ..649, ` ,1:7 1 068 20 9�69.? 33 :154 76 47g max B .443 1.8 .042 4 .444 10 2.255 123 .872 10 480 :, mm 037 -- 28' -.883:.' :°.:'.11' 069'' 68 =735 6`... . 127 - :68_ 481 -`-- - - -- 7 I 2.298 63 756 -7 P83 man:-T_-_ -476 -''. r13- :.-=.735___�_''14`. 482':.-- -_67. ==== - 483 max B I .679 30 .202 291 .268 14 2.356 2 1 .619 14 =-- ---- - 485 _ P63 :,..'maxi .: T_ _ 30.1._-:_5 =-702 _'6__:. :003 _'_�:52:_'__75=-1 '18.. ;___-_0:76 .613 6 -.114 67 418 7 2.323 81 747 6 486 _ _ _ min:.= _ _ 186 12:"_ =.62 :.;: .. .1,4�:._005 . _.: 8;1- 535_" . .';2. . .: _099- 76 487 max B_�. 513 30 .106� 30 I .21 14 2.301 18 � .481 6 488 _ _ _mm _. 212 _ �6__. _ _55_"_:_`.:6'_I __.004__- :75 ::-_71 _68 ____,04___ 75 489 P141 _ max T - _.355 18 .03 4 .369 10 I 2.252 23 .745 11 -�I -- 4910 - '- :maxi .. B .235 2 5--=-I-25 -.129 :.76> _.-_03-.-_-66 1 -.692 6 2.338 21 ----.544 "-1 16 min =34 ...':A .:_.462 1 17 .' :019"' 20 875:.- -19.'' `134 .76 493 ' P370_ max T 1 .199 _18 i_ -.079 31 .398 _ 10 2.331 3 .742 10 --_ - - ---- - -- 494 _� min,�_B:_.__: -388..__; 181 . 003--1-0-----041__-_�5- -=- 712 '" 1: 19._ 087 g5 - -' max, -- - - 31 -�443�! 10 2.346 4 - :852 10 49-6_['^ -�mm� 0 74 812 10" :069 15 =.7 20 497 P202 maxl_T 21 22 -.083 25 _.398_�_14 1.955 26 _ .74 14 498 L._ rnrn __ -.031' 9_ 667_ .:1:4. :: _0.43_ 9_:. 507,, 24. j :b9.: :. _;1 25 499 , _max B -) .387 22 -. 002 - 25 _.447 14 2.156 i 26 `I 86 ! 14 500 mini _..003. T80:_ _.81'9 14:. 07 :, 9 I :2.1 . 25: 124 1 26 15011 P333 max T .396 32 .036 32 .357 8 + 2.127 20 .739 8 5021 ". min .-; I 053 . ...1.7`... ._ ,=.762. :' ' .8` 055 . 80 .77 . 3:': .::. .1.04.- 80 f � .126 18 -.065 18 .26 10 2.356 4 .491 10 min _013 3 458 0 -:653 :081504.! 1 . 50.. _505 L P58 max T .625 30 .4 30 198 17 2.308 -- --1. 506.;- Irvin' 604" . =-'�. 6'r =:823 r:6 041 - 70 . . .=768.'.i. 22:� .: .:.:.078 77 507 max B 679 6 _ __ .28 22 ' .228 7_ 2.252 26 .592 6 508.' min !' `-.347�.` -',1.14" =:64- 4-- 1 30 .004 _:" :. ..78 C `. 558 : 1.1:1 061 67- 509 P335 Imax T .394 132 .051 1 31 I .357 8 2.352 ! 19 ' 735 8 - L 6 =:755 8 .05 80 423: 2 .09.1` -80.. 511 I max B .122 19 -.066 _ 31 1 .231 10 2.2�63 _ 4 .43 10 �.512 :min 1 _:055 1:5: -:387 :,`10`: 012:': 3.1 ! :78 _ 3 058 "I .31 513 P160 Amax T _ 296 _ 25 -.124 78 .407_ 16 2.342 7 _73 16 51"4I Irvin -136 :4. -.611: 17 ..668: : 21'.' =.781_ 25 142 78 515 Imax B .542 22� .036 20 .524 14 2.331 9 1.049 14 _ 5 .--116 - min _-_ ___ 046 _12 _ 049_`._ 14 = .076__ =70__. -.748 i 25 .143 _70 517� P155 max T 276 20 -.008 20 361 12 2.291 23 fi _.722 12 ! 519 I --___ominmax�g ! -=032 ` : ) 38 =.722 " 12'J�._70_�__643 - 6" _t_ 423 70 _ __255 31 -.118 _7788 _ .282_ 9 2`142 J_22 _ .534 _ 9 520..i _ _:min. . r__-.106 4 _ -.506 ' `!_'88 .012 20 _769 : !_1'8" f _ 12 -_ :20 i 521 1_ P299 max T 1 _ .262-1-29 077 29 ; 316_ 5 2.116�_ 15 �- 72 5 _ -I;. -- �--�-- - ! min . 1152_ :_:I--5_' '-=--783_-=-' ' 5:: _ _ _..-:_05__-�._.1:1' =784_ __31 __ 108: `31 523 ' -Lax -B-L 006 33 1 -.157 ;_29 .196 6 11.9411 311�_-_418 6- 524�k _min__ �:0685_ :. 62- 44.'_.._,6 053. .., 29_I1:272" 26_I :. '^ c 139 29 P329 IT ~ � - _i �_�_ 717 1 5 T ! .272 29 04.8_- 30_T 344 5 2.248 32 RISA-3D Version 17.0.4 [RA...\...1...1...1...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 14 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plafe/Shell Principal Stresses (Continued) Plate Surface Sigma) rksil LC Sigma2 rksil LC Tau Max ksil LC An le rad_LC Von Mises rksil LC 526' :;__ miril :: _ 057_` : ..:,5__::: .:_:744:- :. :;5 ;: :_044_-_ 14 `60g�. ,:31 : ' 104 __ -1.5 527 max B 108 18 -.094 30 .231 4 2.087 32 _ .428- I 5 min =':0 ..6 `14;: °: :: 9 6'. :: ,'_ 1: I - -� 3 _ _ _3 8 --= ---.�3____ 529 • P215 ;max T _in7 22 -.055 25 _ .367 14 2.196 26 .711 14 530 min :.:: , .':-4,: ` 063;- ..1T:I`-. :-:68-8 . :�'S ;:; 057:; -- --- --� - -- - - --- 531 _ �ma B .194 22 -.063 2�45_. 14 2.273__- 26 .656 1 14 532,: 657'::: ,: :i:15:.": 055i:;_;.,`;.26 :.73' 25 096:: �26: 533 P171 - max T .285 23 -.032 22 .359 14 2.309 -9 ---.709 --� 14 534 _ _ ,',min _ - - _ -- _ _ _ _ F__ _ _ :,::..026' 38 ':,'::':.:701"';:;:? <:1'4::;:;: _ 4-.; -:73_8 :;:;;.25 :: =.1.1.1: ;4.;., 535 max, B --202 33 -.093 21 I .246_-- 14 2.243 23 .467 1 10 ..536_ mm 082 5•'. ,• .r=:461.;: 10:,. : 0.1'8 5; 71_9 . t..22 081 21.: 5371 P88 max T 1 _735 30 .188 31 I 306 14 I 2.042 26 .709 -�6 538 45:1:: min . -----_ _ 539 max B .672 6_ .264 23 .24 5 2.277 17 .594 6 540 ::;mm: :352 15• '661 .; :.1`4':._° 005 '"' 60 :776:. "33.;I:. „ ..028 75 541 P174 ;max T .155 23 -.09 5 .381 14 2.328 I 9 .706 14 542: .:_ lmrn " °=.024:.; 4,; 634 ;":: :•.14".:'``.;:'i:038.r;..,., 5.: :_:7.,:;; 25. .;;,:+,:084<::...' 543 Imax B 547 23 1 -.023 22 ' .527 15 2.342- 26 1 1�049 15 544 ;. min 15 '.•::..061 4 -.454 -9. :1. 545 P 162 max T __.656 12_-__ .292 _ 15 .401 10 I 2.081 30 .706 10 ;Min. 547 �max� B 566 10 -123 F 23� .402 1:2:.,:::'_645:::; `31'.:.: `69 -:.. ; ., 1.863 127 706 111 548 min..:.: 023.. 33. 384 14;-.`s: .:::1`08}': 71.; :: :807'' `20 ,1 5491 P251 max T 1- .39 26 �� .088 25 .33 2 2.096 ' 30 .703 2 %550 min _:>...:..: .::.:. '=:09 '.;: '<17,....;:,`: -:739 ::...2: °:`:045 r::::,:...76: 13: 08z'=' :1:..75':" 551 max B- _ 138 I20 -.078 67 .2 13_ 1.987-- 128 _377 13 552 milli 067 . : i'25- "- 349- 041 25 I 68 803 .�2 , `:,:: `.09 ::' °`1 ` 5_ ... 25_ -.124 76 .385 16 2.275_ 1 23 1_ _697 16 53 � P144 _ max T .333 - 554 ., min: 144:. ._,,'4.<' ;:``.59A '';-1 17. 045"' ' � .Y 4 T1=8.. f 139 5551 max B .409 18 .012 ' 4 .414L10 2.268 23 ' .81 11 556. -. i min _ _ "I�' m n111::=a`::::_;06': . ,68 :'__=_7 `. :1-1_ i-68 .+ 557 P106, max T .564 14 __015 26 .396 15 2.264_�2525 .695 15 558 inl. _:.,=034.., 21 312 : :;::.1::� _:035..:::. 21., ... 784' I:-24' :' ::092 559 max B _ 461 14_ -__026 20 ..334 114 2.282 22 _ .593 I_ 14 _ _. = = I- 56'0. mm 081`,. :21`_F_.r.207:.<.:; 1.4. ,::-•::.:02 L, >; :20 .1'146 18:.:I: ;:.,:.075_�:<:2.1 :. ;561 P 134 max--T .793 12 .344 _ 27 .252- 15 1 802__ 18 69 -�12 =562 - `Tmi `=:265 ` ,20 ;: ._506 3 ` :' :095.>, 2:1 _1_16124 .23 563 max g .52 19 1 .191 12 .561 11 I 2.144 17 .986 -11 564 _ _ min 187 76 _.729 7Q7_ 33 :1':: 192` '; ::•:_69 565 P129 max T .306 33 -.028 4 .372 9 2.346 22 .691:9 - 10 '566' ;:.: .�.•''+ .min �..' . -.'::.�:�•__. '. ;:.,:.,; �-..,::�; _:g 6°;� �._::.' m -- -- ------ -- - - -- - 567 __-� ax_-B _ .231 4 -.078 20 .351 9 r 2.249 22 .625 _ 9 568: -.499 , :1.0 01 734 21 1 =068 20-_I 569 P367 - max T _ .295 1 18 -.015 31 366,_ 10 J-2.348_ 3_;_ _.689_10 570. min ,I 74' :635:__ . 10 ,, ..:049. .` �15' I---.726 19 (___.091.:: . �: 571 - maX B_ 175 27 -.09 _ 31 .327 10 2.32 _ 17 I __593_L-10� 572- _min � �_=.037'. :: .15_ _5 : .. : -6- `036'_--- °3:1 �. 744 18T :_083� - :1. 31 :1 573 P93.-max _661___ 22 294 -21 I .206 7 _2_313 18 !_ .688 14 5 : )mint. . : ; .1 ._;:_496` 1.3 789 ;: .'1:4'° .,: 24•,;;:i `:67 I 7T' a:_82:.±.,: 74:• I I 0 _ f _ 575 I_ _max B .807 14 .191 29 .338_. 15 _ 2,213____ 75 1 -_-.749 i 14_ 576`I :mmi. -.03. 1--.:75 5771 P190 max T 608 J 15_I .042 29 I .372 17 2.141 24 I .682 16 1m n 07.: - .-21 "::4'1 .: .24. 133,.. ...I -7:1. , 1:008 33 232: T 57g _ _ Amax g_1 483 9. 003 �21 I 407_� 16 2.241 I_23 I _ .705 1 16 580 :mini.. I: :196 -75 =:382 L: 16=:1 ; '.096` 2.;1. 1:.07, i=33. '. .195_ . .: 21 i _ -.058 26 67 14 �2_247 �26 f- 673 14 581_ P216 max T _ 208 22 Imini :; 008 .: L:54`:'I ::=:624::.;'; ''r.::.: .051'a.=.:> 26 �;°:648. .,I,25 I'.>:.:: .:089 1- 26.: RISA-3D Version 17.0.4 [RA...1...\...1...\...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 15 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Enveloge Plate/Shell Principal Stresses (Continueyj Plate Surface Sigma- 1 rksii LC Siama2 Iksil LC _ Tau Max Lsi1 LC Angle rrad]_ LC Von Mises fksi] LC 583� ImaxI B .258 22 -.07 26 .371 1 141-2.227 26� .683 1.4 584 1 . In ;002 .78 . .615'` 15 05- 26� 578 ' 25`l ., _.:.091. 26' 5851 P249 maxI T 355 26 072 25 .325 I 3 1 2.323 13 .673 2� -586. min. _081 17.1.: -.699 ;2: 05 77 .I -.753. 29 098 77 588' :: . m�i_n ;axI B .168 20 -.08 __ 24 .243_ -13 2.159 26 .441 13 -- _ - I '' =:03:7_ 9; .377......; ..13. .024' 25`I 773' 22_ 07 ,25 589 P35 max T .421 1.6 j .03 6 .385 115 1 2.068 21 .668 15 . 590 min ,.:- _055`. '_ 25' =.353 1.5. 013: 6 :292 22 . `= .048 6:. 591 _ max B .536 15 _ -.031 30 .297 16 1 1.875_I 19 { .567 16 592 min '-.076 22.. '.156 24- 01_- . 22 :603 23 I 088 22 max T _ .255 22_ -.018 25 .353_ 14 2.29 26 _666 14 593 P199_ - - _ min .. :. '006"::: 41' 626 .,'. 15 `0'43' 9.,. .,..157 25. 078 9 595 m axi B .151 29 -.071 25 .308 14 2.032 26 .561 14 597< P225 . �25- . 97 .I 063'-___.25596; m i - -. 039: 482- 4 ___m_ax 2-7 23 .016 26 .346_ 14 226 10 662 15 :598 : ___. .. ymin -004__ :1__2 -.628 ___.: 1:5__" .042 ___�:10 t_582_.__ _26- _072 -=10' 599 max B ,229 23� -.023 26 .332 { 15 2.239 27 .635 15 600`_ rnih _-007_.. `. 57 --605. ..... '16: 041 .. ';= :6$3''._.10 '. :: :. .07 _ 1.0- 601 P139 max T .33 19 .nns 4_ .331 11 2.205 23 .66 11 37_ ____-658___'.11:_____042;.. _ 68 :1__, 553 __6-'{ _. Q77., _ 68: 603 max B 168 26 -.095 1 76 .197 15 2.331 _ 21 I .363 16 . - =Tmiin ___ .14 -_--4_: .=.335 17I 0_18 . I. 2_1 .9_02. . :..101 76 605 P217 max - -- ----------L -- _ _-.047 15 ` .355 _' 14 .568 26 I__-- .658 14 22 -047 25 . 355 14 2.2 T 254 606 trim 0 79: -:602 - ------ 35 25. 11`1 -26,. 607 -max B .19 22 -.066 26 .351 14 2.317 26 .648 15 .01-_ _ 15 _ 26_ _.565_ _ .__ . ,26608_ min - : 609 P325 Imax!_T .247 129 .049 30 _312 6 2.355 33 .654 - 6 61�0_= mini �-- . .. , _679_ 6 46 2._-� 16 :124 1_5.: max` .158 �18 -.076 31 .238 9 _ 232 31 .468 9 04 2 30' .612 min 036 : 14'--- .459_ _9 .029_ 30_: A. : 613 P260 jmax t .54 2 .022 21 I .371 17 (_1.97 32 �- 653 _ -17 614 ;` .min , 039 ._ .. ..28,` ..'.'--:27.5 .:;;.'"15 �' . :`:.098:: 28 {`. .8.96 26 ' ,:.,....v`1.8 ,28':. 615 max B _i .616 17 026 29 j .381 2 1.997 31 .693 2 616: imin 1:15 28"; .313. :::.j.-25 h 059: . 29.! 8Z. ... 26 129 . ` "28 617 P153 max T .284 19 -.018 20 .329 11 2.1352.135�I 23 .652 11 6:18 lmin 032' 38 L' .644:= 11 05: �70_i =.661 "I 6' I :092 ' ` .70 619 jmax_ B �_ .24 31 .001 30 .244 9 I 1.953 22 .483_ 9 Amin =..131 .:.'::.:5;.;: 120 ;538'. 18;. . 094 78 , 621 P330 max T .741 8 .308 23 .279 11 2.063 19 - .65 8 622` mint 1.92 I.32,'I:'. ='41�3 1:5:: 056 : ::.I_.18:..�1:39b 31 :1.5':. : 1.8 623 max B .541 9 12 14 .618 8 1 1.875 19 1.073 8� 624 mint .098 1'9' :724-- :7 :052' -. I 2__f -.384 I 2- L., .119 I 2 _625L P65 max T I .388 7- .03 15 .375 7 2.355 17 .649 7 mml _ 076 14;.- -:362 ...;,::7,.. .024 '` 1.5 ' .545 16 _066 . 141. 26T :, f- .� 62 imax BE 483 7 -.026 122 .271LLI 8 2.341 31 .514 8 628 Tmin -.018' ...1 31_. 138.. 13 . .01:9_.1 31` i 748 -33 1 30:. 629 L P349 max T 333 33 .055 15 .318 9 i 2.286 20 .647 I 9 _630__ mml _ 051,_ 23: ._;657;�_ 9_i__043__, 82.- 74.7_ 3_ _ 078 _. 82_I 631 - - max-B -.167 26 -.096 _- 74_1 .18 10t_2_18 i 33 .325_ 3 632 i min : : _- T -- --[ �_:..:_:089.: . 1.5-i -324' �_ 3 027 " 31_1. 998__ 29`. _ '102_ 74_ �- -- I--233 29� -.009 126 _328 4 2.317 -29 647 --4 633 P230 Imaxl T _ �_--�- 012_ _2:__ -_639. 3 : __ 036_,: _. 1,0 I ___767 28 _I_ - .063- 10, f 6351 max B 159 22 1 -.038 - 26 .284 5 2.31 27 .528 _4 min-- -002 78_: 491 i-2 ,__.086- --' 26_ - 702_ 26 I_.:_._-062-= -2> 637_ P 148 max T 1-.734 19 2� .298 13 336_ r 7 2.35 -31 �- .64 122 _638 min -.113__19. 1 '5 __.037 .33 (__753 _32_i ME) _� 33 639 Jmax _502 -�_111_- .064 6 574 12 L_1.799 33_� 997 j 12j RISA-31D Version 17.0.4 [RA...\...\...\...1...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 16 ' - Company Airoamith Engineering Feb 14,2O22 Designer AY 1:55 PM Job Number ArrN8oUmv202101 Checked By: Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelo2e Plate/Shell PrinciRal Stresses XontinuegU Plater-_ Surface Sigma1 [ks]i_ LC Sigma21cs� LC Tau Max[ksi LC Angle[rad]_ LC _Von Mises ksi LC_ 6971 P166 Imax T _ .326 33 .104 30 .312 10 � 1,.867 1 27 L- .621 9 698-i = rein -174.: 6;, : .638 9: - 035`_ I :30 I_ 453 ` : 33 105..' ::: 50: Egg max B- .199 18 -.049 32 L .263 10 1.946� 24 .507 10 700 min -_11:3 6 .. : :-.484 : 10 029 22..! 598 20 .105 71 701 P301 maxl T 1 .163 29 029 _ 13 .305 _5 2.252 31 _ 62 5 702 min : :`. :. .._`022=:: 2:1``. -:631 5 033 - 1 - 624 :14 `.'::077 :1:1 703 Imax B .023 32 1 -.033 29 .249 5 2.181 30 .491 5 - '704: min 423. 13 484 6 006 29 1::046' ` 28 _029 29: 705_- 'P126- max T .223 23 -.118 19 .329 14 2.317- 7 .614 14 706 'min -.081 3.:1 -:56'. 14 027:. . 3.. -:755 7071 max g -.274 22 -.079__. 19 .326 _ 14 2.35 23 .619 14 _ - 708". ,. %riminl 01"9`.. 36 -:582 14 .:.063. :::!: 67 665 6. ' " ::118 `3 ,. - 23 009 25 2.35 10 1 .612 15 70p --P224- man -T` .._ ?02_ ::2_ 599__:;. :26__..`.:':06.16;_ : 9 59.4: 26_ __- 116_- 9. 711 max B 268 122 022 5 .327 15 2.137 127 1 .64 15 7.121.-=,- mint- '. .. ;-:005,_1�76: '_ _624 : 15:_-_068 _7_2____774_:_1-10 :.__`122-:_ 10 713_ P319 max1l T_�.272 33 _ 019 30 .314 9_ 2.324 19 _ .612 !8� 114'._ . ,, min _ 08-3 6 > -:606 `'8 .054_.._ 78 .643__ 2 108 79 715 i ax B 319 18 -.006 31 .304 10 1 2.33 20 1 .604 10 --- - _;1;6 229-- -22 -02 - 26 324 14 2.19 27 .612 - 15 _ '_767_:I 3•,- =_088_ ,_30:11 717 P227 max -_T 15 L. 7,18_ ' __ min ___.,__=:00.4__ .79: _ :571 -15, _:0_34._.__, 26_-- -:592 :-26_ __06. 2ll 719 max B _ .17 29� -.011 26 .303 15 2.332- 27 _ .577 16 --- 720.J min:'.: ,'.;:;=:009 ` :. 55• 563_ {_17: 032 .: 1,0 .' 734 _...10..:1 056 10 721 P 185 max T .178 22 j -.043 7 .317 14 2.224 9 1 .611 14 - - - --- -- �723 _ '.. _- �max!Min_:_B:_.�::. 01 g:__ _29 088:'..-:_.24 ! 28Y1 :.: 8- ---666__ 25� _075 - -$ 2 14 I 2.319 25 .521 14 724. _;_ `: min!_ I ;074` 7-,1_._-.479_: 1.15 5:.-, ,, - 7 7 .I::-_624.__ 7 ,!_' 075_-:! 23 725 P213 max T .239 22.1 -.017-_. 25 _.327 14 2.326 26 .609 1 14 �726 minl: _001 62` :568'_ A, :047_. 9 _-388 25 I 727 max B _ 172 ! 29 !_-.055 25 .328 114 2.178 27 .603 15 :728> _''- mina ` 015 42 -:556 :'> ,.{':15'. :..:046;, 9`: =•756 :. ' 26 . :084: 9 7291 P322 max T .211 _ 18 -.042 ! 30 316 9 2.336 19 .603 730"I ,: : •.. .. .. min =:032 1,4` . : -.569:: :;.' :9. 0.14 30 :. 688.... 2 :. ,::. .:037 ._ 30'. 731 max B -_261 F32 024 30 .318 8 2.351 1 18 .642 7 732 min -.029-.': -'.6 , 461 ! .7 .057 14 I -.61'9 IL I: 127 ".79 733 P186 Imax T 1 29 067 25 .322 14 2.299 9 1 .602 14 mm :028i' :40' f:. 558,, :., .'8 . . .:=:46, 25 064 8. 735 max B .246 22 1 -.037 8 .364 1 14 2.005 26 .695 114 736 _:008 ; 39;: - .657.' 1:4 . ....045'. .. I 9 :08 9'` 7377 P1�10 !max T __29 123 1 -.008 26_ .309 14 2.323 9 .6 15 1,381 Amin 1.5 021 1"9 :743 ' 4_:.;. . -:141A 40 > - -------{--- 1 -. -- �-.. .-- -�.-� 73g max B 293 23 ! 034 25 _271__- 14 ! 2 324 8 ^531 15 740" mint 1 092. 2 :.: =:54 15 . 022 . 191' =.748 . : 7 088- L�8-- 741 ! P347 Amax T .257 ! 332 .004 31 .302__ 9 2.257 20 I .6 9 742 _.rmin = _ 035- .I 6:: -.597:_+ ,8 043 82 -.672 3 085 82 743 _ max B 097 26 -.111 - 33 .168 8 2.071 18 304 7 min _ Y_087__ 17.. .273.__-:i _6_ _0.1'4_____ 83�9 I' 32._'_ 1_-_,!:%83_; --- - 745_ P320 -Imax T _ 254 18 I -.048 30 316 I 9_ 1 2.316 20 .6 9 ., --- -- 748T. �min -__ 03.7� 1'4 _._=:56_`:: :,9.. _016 1..30. .. _735__3 :' :042. _30. 747 ___-_--I"'a-B-I .293 32 017 - 130 -_ .311_ 8 748, " _ _ --------mini- _ 018 6: _I.-623__.:,_8:-..! 054� 79`:i 731. 2 - l -.105 --- 79= 749 P200 Imax' T 143 ! 30 ! -.08 --25 1_ .328 14 059 26 II _ 599_ 14 -1 __:_:'mint-.__-_ . T -(_..^_062 .9: L_=_518-_._'1_4;. .024 125�=_493--'..25_' _751__ ma�-� B ,281 22� .003__. 25 j-2_218 26 _ .701 ! 14�- - - - ---369 14 -...-- 752 .-_: _ Jmin_:-�.. .-_004 _1,._2_' =664 _15, .042:-��.1.43- 25-_� .085-_-1-: IL753 P115-max T_,- _ .1.57__-f 33_._�___054 18� .312_�10 1 2.337 5 _ _- .598 _j_10_j RISA-3D Version 17.0.4 [RA...\...\...\...\...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 18 Company : Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plate/Shell Principal Stresses /Continued) Plate_ Surface Sigma1 rksil LC Siama2 rksil LC Tau Max fksil LC An llelrad_l LC Von Mises Lsil LC _754 min _ :OT4 .:,: 36` 567 "10:._;` :069,_._-_3_!::. :657`_; °21':'. 755 Max B _128123 -.088_ 19 1 .285 10 T 2.326 21 J .532 10 756 . : min °-':, :'`i=:045 2 -:. . 1 -------:492:; ` 11::!__ : 0.4.:__:; ,,:3: -:741 :: 3 =:_:098_ 757 ! P158 -max T .265 1 1 .11 78 .34 16 2.309 22 .598 �I 16 758_ _._::: min--:_ =.1°51:,,..-_I_:5';is • -.46.1:;:___1.7: __041._-'::- .21,: .. 954. !_1=8 .128• 759 max B .418 22 .021 20- .441 14 1 2.345 8 -- - - .874-- 1 14 760" 5 - I _ min - , 1 'i .::2 7' 312 4 597 10761 P381 18 052 - 763 maxi B -T1002.. ; :, 7-62 in 12 `-.066:<;::;' <30;. 127 3 .286 10 2.333 20 .533 10 764 ruin 061:. ..f.17: =:484.. .. 10 __ :015• 17 i 664 . 19 073 33 _ 765 P271 max! T 134 29 .023 28 .266 5 2.196 14 _.597 5 :mii '':::: _,'_:.1.1'4...• __5_ 645.-_' _`.5 76 :009 ;_.'; 1=:1 732',- :13:. max B .093 25 .009 26 ' .275 2 2.16 28� 768 min : :11,.3 2: i =:664 2.' ",:014` 27 ,_......31.2 27,.,.. ..: .028• 2. 769 -__ P223 Amax T _ .277 23 _-.005 25 _ .316 14 2.18 10 1 .597 14 18 �573 15 ;;: :043' " " 26� : .=.699 26,.1;, 08. 26 771 max g 215 23 -.04 26 1 .302 15 1 2.1651 27 1 .573 15 772 . ,: - min _:007. .:: :;74 ':':�,:'_.537: 15 7 . T(-T -.548 7 -.029 � ,,.. 045,,.:..- ;: .•:1:0' I`' :=:669 -:-.1�0`;::.`�,:":'�.078 ;.,.:; ...1.0 73 P302 max 21 .�.. 32-� 2 164 32 .596 7 774 niiri :' T6-1,, :1:94 :1 .00-f: 30: !: :1:312 26 1.71 30:: 7751 maxi B .569 17 1 .024 29I .43 7 2.353 17 .758 ! 7 776 - - min .,.. 073' ":.::.29:- 14:, ` ':064 777 P342 max T .267- 26 -.102 23 .311 2 2.063 18 .595 2 77.8 : min 085_ .r'.W 563 L,,_. `:2• `..:=,. 07.7`:;. 72 : : 882 . 1.::26', 14:1 I`:.72 77g max B 314 3_1 .075 30 .379 61 2.332 17 1 .804 6 780 :::min! -086' ...!': 6 =843 -6 . 075...:. .,,80 1 , 71 -- '!'331 = ''';-41 I -80 _. _13 .293 5 2;315_ 1 31 .593 5 781__ P297 maxi T .174 1129 .021__ 782 min :..,:0-15 .,.`_.21'-`': .6i 1":.',,,5 045,,:,: 12` : 552 T14. :_., ,;093 I' I'.1: 783 max B 1 0361 31 -.019 29 ! .232-_. 5 2.26 ! 30_I_ .462 5 784 ::`min _ _016.._ 133: =459 _ 5 :003_ 29 9'46.• ! 28� 017: :__ _29 785 P127 max T __237 23 -.043 _ 4-I .318 14 2.309 23 ! 593 ! 14 ------ t- . 786•-I:; . ,;, . min` 015.., 36_::': 55_- 1:3: _068 .::.,<c;_4" -722__ 6 . ...__121_`: 4.,. 787 max B •275 24 -.086 T 20 .322 15 2.334 6 .605�_15 788 >'Irvin - I';::,-.062 4` 555,:` ,''15 f :,.':0:13.; :4 . ` ''-_728 .:'-22 078 789 P368 -__ !max T_ _128 1.26_ -.071 31 1 .321 - 10 1 2.339 19 1 _591 10 _ 15 �- - 790 :' mi i n -1`= .16 - 062` .:' :I`31 791 _ ( x B .273 _ 2.275 _ 4 .69.,1 1_10 �8 �_0 _ 15 .364 10 92. s :min : • 001_ 76 ,1=-651_:`> :9j : .292 2 - 7 �_ 7:73 20 : ,.085 1.15: 793 P272 max T 078__26 007 27 .2 2 2 181_-� 29. - .59 2 -- - 794._: min I -:595 . - 2 ' 011 _T1 489 28 . 027 : - 11_` 795 _ -- m B 08-8- _ -2 9 008_ -28 �---.283- 4 2.342--12- _ .568 --r` 4 4` 456: 29 006 1_'796 . - - 797 P336 max T -_212^�18 _ 114 72 .326 10 2.356 _1989 �_10 min >.' : I 4-�05 -_14- 494 0_ `05T-`:":_' :30: 751 -2::'! :126:. I' 72 799 max B .43 33_045 _ 30 .405_ 9 2.306 19 _815 9 7059 -_063 . ,.6_'` 833 ; ___8 :_1..80.: . .647_.. 2 _1:14::; !.:80:: 801 P168 'maxi T _ .253 _ 33 -.007 31 .306 10� 1.893 24 _.586 10 802` ' . :min'- 136 -`.6. -.586:: :.9. 048: °2:1 I 601 1..18`. : . .A'46 81 803 _ max B _.154 _ 18 -.09 21 �__269 -__ 11 _2..182, 23 509 11_ 804 I min1`1 614 _ ;. 22098 ^I 22' . 805 _P95 max T 426 14 -.042 22 .333 14 2.229 201 .585 14 -- � - - -. 806.'.... :::..,'.::";:. mm :..::,.:!::'` -.0.1`2:..-:I='22':!'..,::' =:25 13.'.: 015 22' 74`1; :.'`:_21 807 ., max_. B_-1 _424 114 1 -.002 26 .312._-_ 15 2.094 ! 21 _ .552 _L 15 808` min I:;: 01:22; 225" 1:7 l .., 015` ` 22 :.147. 2 ' ::0'38. I _22 . 809_ P356-max T _ 294 25� -.141 74 .305 3 2.166 118J .584 _m i. .. -1--- , Lk 810 ! min 08- 2 1:-:16 r:: 565"-.... : :2•::.,_:083'.:`:' :'14 :962 ,.27:,.. '' :155 RISA-3D Version 17.0.4 [RA...\...\...1...\...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 19 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plate/Shell Principal Stresses (Continued) Plate_ Surface Sigma1 fksil _LC Sjgma2 fksil _LC Tau Max[ksi LC_ Angle rad]_ LC V_ on Misesjksi _ LC. 3 i1- -TmaxI B .459 33 .039 31 _ .448 9 T 2 297 3 .903 9� 812°l mini- -:049 7 -.909 9 059 14 7741 19 117. 14 8131 P314 max T .065_ 27 1 -.029 29 .293 I 4 2.306 30 _ .583 4 814:.: : :.,: min _ :025 14 581 :- 4: 013f:. ; 30 ,.448'.;. 29-. .035....: : 3011 .. 8151 max g _ .129 30 .019 301 .297 5 2.194 32 .595 6 816`! min .009 22`: :599.` .:_ 6- 1 L .021 14-.1 '.678 31 :057 14 817 1 _P60 max T 322 7 053 28 1 __ 336 6- 2.263 31 583 6 _ 818 min I'.. ' 061. 31': 354 ::` _5= 026:` ..: .��`-3.1 �'=599.1 29 :: 057. 31. 819_ max g I .42 6 1 -.003 ._. 20 1 .231 6 1.975 1 30 1 .443 6 820,1' - min =.042 1 29 1- ` =..149 1'2 : . ;053. 30 ":1-:617 23 : :108` . .. 31' 821 ! P315 max T .131 30 .025 14 1 .286_ 6 2.237 32 .58 _6 822 ':min =01'8 .2S"! .588'- _-.021.. :`` `14 635- { 31 `058 14 1823_ --- - -.--- - 5 2.018 31 I .559 5 -. . --- 824 Armin B 1. .„ �02 1 14: :559" _`.I"5 .I. . ..:008;"„ _ �_ _ _ 30' ' _ 599..__.30.`:_ , -':021::`". 825 P152 max T .312 32 .053 30_ .308_ 10 1.939 25 .58 9_ =826',;, ..... min _ �_:1;71__ :L�6_._.:=-564`_ _9__::_ -051 ___'_::`21_ _ 583___ _18 :_ 1,1 _ 78- 827 maxi B .34 18 -.079 21 .367 11 2.088 23 _ .702 11 9 70::828 �.. 1 04 829 P212 max T .192 22 -.036 1 25 I 782 .315 14 2.178 127 .579 - 14 - ----- 058 25 d =�33"-'-- 14 _: _ 830` .: .. ;_min __.__._" ' • =:007-=- .3553 839�--- max B _ .215 22 -- ---Y--- - - - 2.189 10 �_ .6 14 8321_ : -=:_min__ 005: _.42. __:-527-__ 1_5_I .061_ .9_. -74 _. ._:106 -:: .1�_9-_ 833 I.- P 18 max j T- __533 30� -.038 31 431 _ 13 2.308 9 i .577 14 834 `min ' l ` =_241 6 _:548: ,6 005 70 `:744 25 ; :10.1 - 74 835 max B T 63 - 22 023 21 .309 _6 _2^355 10 .623 -436__ _m_ir_i .:_ .128'__. . _1;3 _ _�.664- 14:: 005..,L 75--_.728- 26_ - 1035. 75, 837 P124 imax 1_ l__212_ 22 0 25 .304 14 2.333 3 .576 14 83'8_ _:" `ird , 1�16. 2`_`[`_" 537: ' ;,1.4.. ....;,..061 ;18'" __=:7.4 8'::'_ ;:�:13 I.. g; . 839 i {max B .268 22 -.02 - 24 311 _ 13 2.264 8 .585 14 840 _,..,..:•, ,_min': •: :-: 11'6!. : _2 . _-:553_` 1 005`_ 18. _J757 124 I__:'__.106-_: I '68 841 1 P286 max T .045 26 -.005 28 .286 4 2.122� 30 .574L4__= = 29 :036 2.0082 . :567 8 :19� 843 ! max g .083 T 29 . 002 _ 28 1 .282 4 2.112 1 14 .558 - 4 .844-t min..-ice 002''- "72`:: 553 4- 1I '005,.:`;.f. 12. 762 1 .13:`: :01.1 12 . 845 P109 max T .24 23 .094 25 ' .307 14 2.309 1 3 .573 14 846.1. ,min 124 .1=8,- =.538 .'.. 1',15 :023 :.... -A :1 =:746 .t 19:l``:..106, 9: 1 847 max B 3 _23_ 138 1 25 1 .3 14 1 2.297 4 596 14 k": -:1-52 17 =.634 >15. : ' .022`..::- 9. 763 20: :124•848 lrnm` 40 849 _P321 _ max T_-__.238 31�_ .035 _ 30 i _ .292_ 8 2.192 i 19 .572_� 8_ 850 min f �--1 . -036:..:, 22:!': .572: 7;:` :055' : 79: =:739: . 2 1.04' 7.9.. � �_.265 ___�18 _.022- 3 _- 312 3 .537 10 - . - -1 .. _ ..... 851 I max' g 1 i .269 10 2. 852' mml _'=:015 14 535 1'A :034, 3'0 =751 19` .069 30 8531 P30 max T .387 16 , 054 21 328. 16 2.307 22 .571 16 f �_. 854 f- Amin 075 L26. _ -:27:3 15 076.' 2 ::714 25 132: 22 . 8551 max l B 4 6 1 15 -.021 28 .257 16 1 2.302 24 .469 1 16 mini :06 - >23 1�9 3 ` .087 857 P222 max 26 '1.483 32 :154: ' 126. .207 23 -.004 25 .291 15 2.305 10 1 .57 15 858_'-- _.._:minl� -.013. _2: - -.556 .,.. _1.5 _055_ 41, _696_ 26:_:._.-_113 -- -=41.. 859 (max g .263 122 -.035 8Lj .311 15 2.073 27 .604 15 8601_ _]min: i .004_ I'42 _.' -r584- °` '15: 1 :049: 41 I_-.776,. _104 :101 40 861 i P156- max T �_ .27_ _ 32 112 _ 78 .315_- E 9__ 2.232 22 _ .568 _9 862.1 (mini : _ _-152 _5 =.478_ _.7 i_.8 1 _.02._ 21� 89_'_19_:!__=7.126_ 78_ 863_1 maxi B J 293 19J__ .003 J_21� .359 13 2.324 7 .723_33 _8.64_�-=- -_ -min _-- !_.::__023_: 38_ _727i: �13' i 063---- 70:_ 754'_ I.23 ._,�11'9__._. II 70 865 i P285 max! T _ .106 29 .024 29 .256 5 L 2.188 yl 4 .567 _5_ 866 __._�_:_imin' ._-:_. _'. -.097_;. 5.':i.. ._:61 �5 _ '_006 �12_ 654.. 30_i 022 12 i max ��((( -.-� -� L867�, __� �B __ .048_L26 L- -.002_�28_I 261 3 ,_2.189 129.1 .579 I 3 I RISA-3D Version 17.0.4 [RA...\...\...\..A...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 20 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelooe Plate/Shell Principal Stresses tContinued) Siama2 rksi LC Tau Max[ksi LC An le rad LC Von Mises ksi LC Plate _ Surface ,gma1 ks, _ ` _ 8n 1 .1_ 3 623 3- 05- 28 _ 5m!868.1 8�69 P204 max T 491 15T-_-.021 27 , .312 16 2_153 24 1 .567 16 870.1...:, m! :. .I_::: 079_ =.23' 165..:,:::.3 . .,..:.:076: 26< 1.:382 : 1'3T 26': 871 max B .534 15 -.037 26 i .37 15 T 2.34 22 ' _661, 15_ 872. . ;,min` 095'; 25 =.205:`._ :,':15. 076, ; : 26' -:718 24: 137..., -26' 873 P247 _ max T .388 27 .107 25 .273_ 3 2.354 13 _567 L3 ^t':�: - - 874: min' ...:. ..,:• 1.19 .17 _- .594:::':: 2' ` 03'1,:_',:8:::`: 746;" , ..:29 ' ;_057.:.;:: '':77 1 875 ' max B .225 20 -.066 69 .247 _ 12 2.076 1 28 .444 12 m _ :0:1.'' 8 . ::363 `,'= 12 - .032 70 066_: 877 P123 max 1 T .237 22 -.05 22 , 293 14 2.321-- 25 .566 14 _ _r, min ..r..036 ` `< :3.6 :r:: 3; -` 0 9` 39=:.`;: 74 ',::::..8` 3._ max 5 .293 14 2.352 25 .567 15 879 . ... B . . .259 , .. ...24 011 2 .. :,_.., ..:. ... ; -. .::. ,... -•.., -:: -..., ., •880 ,._.--':_m!n 1'22__ -2_ =:579``:': 1:5 4 -:Z37 8' 881 P140 max T .25 25 -.123 76 .314 �_15 2.332 22 - - _ .566 15 882.t.;. . ,.,.. _....mm- -:141 4:.,: .:':.; 01:8: 20= 739`.- I°;21::°`I:`'' 1'33. "' 76' 883 max l ; B .324 18 -_035 19_ 37 12 2.283 L23 .724 - 12 884 ;: .Irvin 024, .. 3.7.' =:709: 11 055: `68': .• 652L-" 6 1, 104 ==^ 68 -:. _885 P1i12 max T _-.212 23 -.133 J 19 .301 14 _2.295 7 .565 14_ 886..... min -.13 S. :, ,:'.531.. `:•rl:i.1'S .': :,:013;;. 1'9' =766`' .I 4:, :.122` 19 '- ... 9 .262 14 2.317 i 6 .51 _14 887 B 227 23 _ -.066 _ 1 ,, 888 m!n 057.'. ;;3`.' -495 �..14` _=:008,; ':;: :3"1:I ... 889 P15 maxi T .459 9 .067 22 .325 11 2.311 19 i 564 1 11 14 028` :18 1.571 31 .06 r 19= 8_1 J max B .414 10 .143 30 .322 9 1_972 2 .56 9 .::. 892.: _miri 01:1 : 1`9:. -:313::::; ;;:7: ;;: 01.3',';'::.°:''2``" 046; '=:48= 044: -�- 893 -P37.2 max T 469 _12 .078 25 _313 .13 �_2.113 122 .561 13 MINmint,:..': 33 •. =.298 .`. 3.. : ,:.,:097 i:25: T,097 .1 .2.7 Fes'. `80 8951 max B _j .506 13 -.036 _ 33 .358 13 2_232 21 .637 13 min` f, ,: :122 24:"`._ .._:21A ;. :' :12. ..,,....1.14. ... . 24:' 1 185 _:: 28'.:::.. ':998- - '.: :24 ` max T .204 22 �.004 _ 25_ .299 14 2.21 1 10 .56 14 i 79. :^__.533 -__' 15 :025 _9`. _ 774 ' 126 I :047_ . '..9 899 max g- 167 29 -.043 25 .305 14 2.245�10T .563 15__ mm - --==.0:1.7�. _41-.: : :,;_:519==�=_1:6., �-:� :::025;:::;<:::. �: 9.:.. `=-743: :°1::26:, : . `_:;`:047 max _ , � _ -_ . .041 26 , .308 5 I_-_2.11 29 .558 -_ 5 901 � P274 T 474 � 5 902. in _ 4083v5 2T77 7,' =_21'4=:' 15_ 069:'' :28 :' `1:075 ,::!.24 123 _ _.26 _:- - --- - - - -J-9031 7max 1 B ' .471 6_. -.022- 27 .355 6 2 06 29 .625__ 6 -f.,....:. :::. :•. _. mm ::... :.,,..�:.__�098.::;,...:.27.,. ,.,.,:.._239:;:,_�: :6`-' __-06 : ,_._:27.:;.:'.:1;:;��98` `=:.`24°.. 905 P334_ Imax T 222 19 089 50 305 10 2.354 i 20 558 10 906: rn nn __r. =045 14. _� 483_ �5= -=- 045_-_ 1549:`. 907 1 9 r 2.341� 3 T 777 �^9 max B 424 33 022 30 :39 908 L- mint `:04 __;6- `777__.,._8 : ..048=_=' .80 734_.- I' 19 :092 __.,:.80 _ _ _ �� 909 P295 max T 158 29 .011 13 .278 __5 2.327 31 - .557 I 5 - 91:0' !n 005 ; 21 56 ._ ; .:: 5 :045`_ 1.3`:::: 6 095.. :_:'_-1'2 911 max B 1 _067 31 0 _29 228 5 2.197 31 __ .458 5 ._ mrn. .00.7. 37,r,. ..461 .. 01.1 _29 :7� 021.. •- .. 29 _ 5 1 _ 8 30 _ J _ a -I----- _ 3 P273 max T 1�0�5 .___, _29__-.002;- 27 .-.278 1 4 _; 2 309_r 13 .557 _ 4�91 :914 min` ' '` : _0 5 f 'S59 _ 4_. 014' __� '11 I. 74__:►1°2 I 025 915 _imax B .075 26 -.004 1 27 , _283 2 12 242 1 29 .571 22 min I'' OT2. : 12 =:577. 2 E: 01 :1>;I -601 :.:_28`.:1 ' 02T.-. :11' ' max T 1 _029 _ 2.265 27 I 557 15 917 1 P231 183 22 26 1 '297 14_ 918_f: ,miri -::003` - 79 -513 I:'16• L •' . ,.03 ' ' .'I 26 `� �66 1 .26`'I. :052 9191 maxi B .'208 29 -.006 26 . 307 4 1 2.335 28 .599 4 920: m!n :.::°:. .':;: : : :`.i=i013:,: 12,:..1 ..,.--.592 :. Ir.3;:. 1 ;,.: 03:1.;.:-:..1 .:1.0 ::,;=: :42_, 921 6:_. max, T _.191 __ _18 .017-_3!-__302.-I 10 2.314_1 19_h_ .557 110_ R924 922: :Imml i. 008:. ;. 49 -:492c 9 r .01.1 1'5_. `=.773� 2 i .: :..021 Imax B .208 27 -.084 31 .28 10 2.345 33 .497!.; . ='m!n =:062.. .•_L=15 .415: 4'::.; 01'8 :'=:- i- 31 a_: ,1.019': :30 !. -, .073 31 ... RISA-3D Version 17.0.4 [RA...\...\...\...\...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 21 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Enveloge Plate/Shell Principal Stresses !Continued) Plate_ Surface Sigma1 rksilLC-__Sigma2_jksj LC Tau Max jksi] _LC _Angle rad] LC T Von Mises[ksi LC_ 925 PP226�maxx T .161 129...� 0�15 1 26 292 15 i_ 2.251 27 _ .556 16> Iminl 012`-,`_ 2 I --:541.. 17 .05_1 _ :10-1 ' -:779 '1100 •�.089 -` 1-6 1 927 _ max B .223_ 22_ -.0_29 _25 I .298 _ 15 2.311 I_1_0 I __.57 1 1 928:1... 1min '. -.002 76 1 556. 15 I .. :.051:'- 10 568. �26 09 10 _- .028 14 .273 6 2 223 33 __556 6 929 P311 max T 15 30 930 min -.022_ 21 -.566 = <.6 .032 .= 1.4 1 =:74�4 •15- :08 14 931 max B .083 27 -.022 30 .254 5 2.193 31 .508 5 932 _ min .022--- 14'.1.! '609. : 5 'i :..012 30,- 242.: 30 .024, 30. 933-_ 1 max T .266 21 _-.087 _. 82 .305 14 -2.254-- 26 .554 1 14 934: min -A87. _. '9• -.496' J. 029. g L. `.408'. a 'I` :105 41 _- - - _. .779 _17 935 max B --_454_ 25 I077 25 .367V 17 2.29 28 936 min :083 16 -:897 I1 .046 -' 74 .756' 111 085 .74 max T .164 122 -.025 25 .299_ 14 2.227 10 .552 14 937 , P210 .-. :. . min _ _�012_�._ _4.1 .514___:1-5 :-__028,-_;_ =-9_ __:762..�_ 26 :::__-_• 048__ _-_9 989 max B .187 122 _ -.042 25 .312 14 2.227 10 1 .568 14 1940- - __-_'riiin _ _ _ _ _ -�..�T ___011 _ 41 _ =_512_: _75_, 043_'• ; 9_. ;.734 26 075 :•_9__] 941 P128 max T _. .188 - 23� -.1 19 .3 - 14 ' 2.283 6 .55 _ � 14 942: min 08 ._'_'.. 3.". .__470 "14 _ 012 :.I 3�.. 763" : :22_°___091 1'9 943 maxi B .22 22 I -.046 3 .297 13 2.323 6 .567 13 =944 '-- min e_:.- _009,.__.:. -36: -:539 A2 068_.-_ ,68 ?_748__ I. 22 :.:.."' 12_. : 945 P165 max T .228 33 -.063 31 .296 _ 10 I 1.91 T 2525 .549 10 1 in _:111_,_1 6 _498__>:9_ __654__ 72_- - 578.- -19 _108 ___ 72 947 _ max B 412 _33_ .124 30 .31 -- 9_! _1�875 26 _.663 9 .048. min : ... I' °_17.7. 6 ,1. 7.` 9 ` = 035 3O.is :.527_ 33 ".,.127 80:: 949 P228 max T .193 29 -.011 _ 26 .2776 15 I 2.348 27 .547 2 _ B_ 1_ 2' -..553--'` - :2= 042 .;10-`i__-:463___ 26 _:073 9.50 ml n ____1 188 22 __-_::' . 0 :-:_ _. _ . _ 951 max - -- 15 .04_5___ 10 :608_. 26 078_ _26 953 P287max T -_09 2_9_ -..015 29 .272 � 2.094 14 .547 �_ 4 -- 021 ' 12 755 13_i954 _6l 1 023 12 955 1 max B_-1 .054 26 -.012 28 .283 4 2.159 30 .566 4 056 min :.:_ : =:.011 :. : '1.`2 567 ;.,, .3.. .01.2,,..-. .1.2 I 332 29: 03�1 F. . 957_ P331 rmax T 1_.356 32 I 029 _ 30 .257_ 8 1.884 22 .545 I 8 i 958. !min - 3 -063 959 max B I 27 24 -.043 14 .1168 I 9 "I 2 304' 122 296 7� 960... .` ... :-.min 019: 36''l 239. I`14 .'. 015 . 4. . . _71.7 5 I, .,.... :038 4 961 P164 max T 3 33 155 31 .275 10 2.154 30 _,545 9_1 962 limn .1.94 6': -:574 8 .039` j.15 - .227: .(-31 ;: .:076 50: 963 maxi B .179 18 .022 31 .239 11 1.936 26 .441 110 964 min -.124' :. :::6..,:.n.. .-.4.18 10.. . : ..041 71 ,i 635_ 19... .082 71: 965 P270 max T_1.092 26 -.008 27 27 2 2.352 29 L 545 2 966 _ min 1 02 1&' :55 2 11 -:325 128 I. 0-1 1 11 967 max B __ 1 29 .009-_ 28 .264_ 4 2.272 30 -_529 _- 4 968' - min �. _,.014 6'' =.'53 4' 011_ 11 I -.769 13 025 11' 969 P244 max T .195 31 .03 33 .275 -.129 26 IL,-;.572 7:. ..:. -..064•. 33- I .1.228, -2-1 1 F 1915 67:: 971 - Imax B _452 -26_�_.113 26 1 30 .934 2 972 _min -._ _- 21989 _� 068__ i 75 -_685 1_13 L____ :12�5 75. 973 P354 max T .271 26 -.126 74 .283 1 3 i 2.193 18 1 .54 3 ;'974- min.. 1 :082__I 1`5_. �-.511 _73. '--:075> 1 74 1::: :9611_ 28. `_ ' 14 74 975 max g (- 423 133 I _.025 _1 31 --.419_ I 9 2.319 1 3 _ _ 835 9-1 076 __ :.min -� _028_. : 123 __ _ __ _ (___.833; ^9 06 82_i :756 19- -112._ 82 1977 P125 max' T .23 221 -.047 4 286 - 14 I 2.349 124 I .539 14 978.---== min - 01'6� 36�•'._..�-_499__.i.14_ :'_ .051,. _ 38.'=T.747-__7!__.___1077 = -68- 97g -max ' B_-.____.266 , 24 1 103 21_-_279_- 15� 2.355 24 .646 15 980 __ -----min V =:076�. .3_-11 =533, .15 ' .-_•02'1' '4 i '=.778 _7 . .-- .096 _� ..4 -i--= _ _ 981 _P229_jm�x T_- T.165��_22_I_ --056 _ 26 .288__ 14 2 268 _ 27 .538_ j 14 RISA-3D Version 17.0.4 [R:\...\...1...\...\...\...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 22 Company AiroemuxEnginoohng Feb 14,2O22 Designer pm 1:55 PM Job Number /gTNGBUNYcO2 0 Checked By: Model Name 1so8SO8eOuoenabu,y South Re|o M in 11.000 in min �3 min in .30 AO 1 min mi 10371 P283 kmax T 1 .027 29 1 .256 4 L 2.18 14 1 .521 4 R|EA-3D Version 17.O.4 [Ri.l' ...\TNX-F{|GA\15S98OS5 {}ueenmbury South Re|o.r3d] Page23 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envel®pe Plate/Shell Princi2al Stresses (C®ntinuedl _Plate Surface Sigma1 [ks� LC Sigma2 Lksi _LC_ Tau Max(ksi LC Angle jrad]_ LC_ _Von Mises_[ksi LC" 10391 max B .074 126 -.023 28 .273 3 2.267 j 30 T .543 3 1.0'40.j: min :: 016- - .}1-8 ' .539 1.: '.013'. A-2'1 := 03. �29 :,:029.. 12 . 1041 _P79_ max T .528 24 .194 --Z5-LA9 6 L2.339 4 .519 15 1;042 min7,1.4 ' 21` 1043 max B .411 32 -.051 31 1 .288 8 1 2.291 53 .683 8 1044` :=: = ..;..imin 184: :.:; 7:;,.. :754• :8.: ::013756" fig ' -:066, 1045 P318 max T 225 18 -.063 30 .275 10 2.304 4 .519 10 - ... 035 : '14`:. =:48;::`_," 10'. .616..,> >• 30 -_.. . 1046 `:::; ruin _. _ =:.73_;.= 20 055`: 1047 max B _.247 1 32 .021 30 .262 9 2.196 19_ _ 521 8 1048 ..:- min 022 `:. .`.6 -522`.::.:_'.;8: 039 ::14' 24 2. AR-2. 10491 P312_ max 0 _ .262 -_ 5 2.116 31 .518 5 T _,_.051 27 _=034 3 1'050 ::`,. ..'.: min`:.. .: ,.:, " '02; 30 _.::':528 , .:30 "037 30,'., 1051 max B .139 30 .014 30 1 .277 6 2.196 33 .555 6 . 0 104_:. '1 : 73 _1;052 i 3mn 1053 P338 max T .196_ 26 -.111 72 .292_ 10 2.345 33 l .517_ 10 1_054'_=. ='min___•' ` '-:064 14 _;.398 _10._ ;`_ .057 ::125__ 7_2_ 1055 max B .373 32 .055 30 .37 8 2.187 19 .762 8 T056 6 _782, _-8:. : 062_ 1=`80"':::_:7;7Z.:`..2' '.,:, 11_8^`:;80_ 1057 P267 max T .147 29 .006 27 _258 5_ _ _�_1. 2_339 30 .516 4 min - _009__.. _19 517 4 031__. 11 ``-744< 13:_ 10591 max B 1 092 25 .015 27 .258 3 2.322 12 1 .513 1 3 1:000' _--`_=._min _00.7__ _6:1. __:_5:1 ___':. 3 :_".:028: _ . 1,1_. - 756`.. . 2.g,:. .'.__.049 11 1061 P113_ max T _ 122 22 -.082 _18 .28 13 2.293 6 - .512 13 1062 min _059 2 =:446 _13 ::,.:.:024 2 :.=:757. :`22.: :.:,:'.°_:072 ' -1,8 . 10631- 7 max - .321_ 1 22 .516 14 1.Q64' min �'-_.I 1'06.__ 2;:_`_-'�51_� : :'14 _;.034:__. 1:8__` _ B 18 23 13 19 264 13 2 _: 735 21 926 19 1065 P172 max T 149 31_ � -.105 _21 .282 14 2.285 ' 24 .511 �14 1066 :;., rninl =:069 5 ' : =:44:': , . :.1..3 "::_ 02:_ 5 : ':_-744 . -_;_095. _>5 1067 Amax B .331 23 -.038 _21 .401 15 2.171 1 26 _ .783 15 1069 P169 max r 018:.. "''38 :: . :762`:-': 15 , ; 4� 661 ' .'a::9''j;:;::.,1.13 L:'4"',,. L--.065 _ 21 --- ",! -- 12 _ .134 .271 12 2:294 2 .51_ 25 I 1070.. .:. .':min , .. .�..�: ,.^ .266,; � '38:. •:":-_:4.77;:;:.;.-13;::.:: :038:.. 5 , 741. ._I: 6:; 1071 max g - 3 1 5 33 .094 32I 275 10 I 2.023 22 545 10 f072 min - �- .: 109. "' "6; 553 026.',. .. ..21 ;:.:;698 : .i-;19 1 1.08 I":21:. 10731 P50 max T _ .335 2 036 30 .292 3 2.235 127 ` =" 134 in .: 0 5:1074 m 5.: 074. . 25',. 1:444 26:. 1075 max B .428 2 -.004 22 _ .249 2 2.211 26 1 .467 1 2 rain 26 25 . 1':3.1.3. :_22::...:;:::r05: ) :.I::;25 1077 P268 !max T _ _ .103 26 -.004 27 251 3_. 2.263 j 12 .506 2 1.078': . min :013`: -1:7" 512' 2 008' `: :: 1.1. 1079 Amax B .106 29 1 .006 28 .251 3 2.287 30 _499 4 tibw �minl ;. "' :'-:009`.."• ;:6 -,499 >: :4' :71_9. 13 038 F_11;: 1081 P324 max T .134 18 -.048 30 .267 9 , 2.355 15 _ .506 _9 : 4 _ :30 769 16 04 1082 - min -.036 1 . 4 - 01:. : . 3'0 1083 ,max B _ .193 31 .027 30 .292 6 2.308 i 17 .597 _ 6 1084 min . .`. =.02-.7_ 2_ �__=:61` 6 053:_:.. 14. , 712 33: ^:122 : 1 :{1 1085 P53 max T .484 22_ -.003 23 .263 6 _2.058 18 ^505 6 1 _269.- 14 - __"1.4:_ .0'1`6_ ' : <79.'. : _:7.R-,'-1:7' ;:'.`.::097 75 1i 087 Amax B 534 30 083 30 !__ .23 14�2,297 118 _ 507_ 6 -" 1_08$ min.._ �:1°72 6: (.. -:57_: 1089T P281 max _ T .121 J 27 --^ .03 1 29 i .247 _4 2.22 14 _ 504 4 1:0901 _ minl -.025 12 ; -.513 4 I _ :018 _ 13 -:72. 30 " 055 - 1091 max! B .098 ! 26-1_:.024 28 .264 I 3 2.354 30 .522 3 _1:092:_,__:_ _z`.r>iin_:_ :_:::=.;0I_._:__45_:! _.._:-51.5_';_128 :�3_�I. a.1:5:::__ .�..1:3 -559. l_-13__ _;;_ _032_.-. _1:3- max ' _ i 1093 P4 T _ .481 _28 .247 �__149 � 10 2.114 5 502 1'094 - min-- 424 4.:'1:'.:_555:_::j-4 ( 0-'' 70_I -`=:554. ' 22 07-=-= 47 1095 max _ B .401 _20�-.033 22 7- 28411_; 2.333 1 23 .668 T 12 RISA-3D Version 17.0.4 [R:\...\...1...1...1...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 24 Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plafe/Shell Principal Stresses (Continued) Plate Surface Sigma1 ksi LC Sigma2 ksi _LC Tau Max ksi LC Angle rad� LC Von Mises fksil LC 1096E Im-� ' : 1.2° 005;'. r 55 521 :. 5:'� :067 70'' 10971 P282 -lmax 9�T .078�2 28 .245 4 2.27 30 I.-__501 4-. .'mm: : : -:019 4` 51:`: < :.•` 4 011 :'_. 1'2: 5_26 .. : 29.. :022 , 12 `` 1099 max B 105 29 - 018 12 258 5 I 2.325 14 .502 5- 1100 in 45;::::.. 487 4> 11'';: 647 30:. _:_:045.--' 1.1_. 1101 P305 max T .243 33 .023 30 _ .258_, 9 2.29 18 .5 9 in 021: 22 :-:492 8:_:,,.. ,,'_;02.1 ::,':: _14_'.:� :=:785,'I =_057 14 1103_ max B .156 _ 33 -.014 30 .259 1'1'04 4-26 _ 4 : -:78=__ `:15''- :,..':.:;029''' 3'0'� 1105 P300 max T .033 19 .055 29 .257 5 2.097 30 .499 5 rnln .,._037:..-,. .13. :;:-._:483�'::'��:.,5. .'�:: :°''0.1:.:;;:':�.;.:_29 ,.,,,�1:036:,:`� `-28':: .'":':__048:_ 1107 max B 164 29 - .033 13 _ .312_ 5 2.243 31 .635 _5-f �1_08__-_-min _. .024- 21- !- 646 0_ -_ 14- -_ 1109 e r; :: 2 2.26 12 .497 2 :: ,P266 , max:.�:.:T>. ,: :,_.:,..13 25 .004 27 .244 .:: .. .::: 11.10. min:. ;L.:'"-01`9. --506, Z:.. .-- :.012. . . _1.1- . 692 29'. :>:. ..:023 11 . 1111 -__ max B .117 30 -..006 28._ _ .247 L_ 3 2.323 _ 30 1 _ .49 3 1112 ng- ` 005 74.; =:489 4 11 =:678' 113 048' 11 1113 P250 imax T _ .22 22 -.031 20 .274 15 1 2.104 31 .495 15 1114:. : ,;:min LL "; ::: . =..129.: 11-=: 054, 27."-: 8Z .: %24 : .. ..1.1. 68_. 1115 max B .394 26 .079 27 .37 17 2.272 13 .724 17 084 4. _. Z. : :04.6 '.;:` .:76.- 749 29:;, : 085'_:1;:76 1117 P263 max T .22 30 -.002 27 .267 6 2.319 30 .495 6 11:18 :..:,rnm ;-:025 : '3`:,=;. 449", 5 :046' s.;:. :11: 75 29;;.. ..084_ I 11191 max B .169 23 1 -.054 27 .256 6 2.353 29 .46 6 -. 5 '04'5: `:: 11. .: :-'71.6 ;: 28.: : mm =.01. 60'. _:393 : :.:::::: _: 1121 P340 Amax �' .233 26 _ -.11 72 -,27 10 2.183 18 _ _ .492 2 1.122 lmin : : ,._.084 14 =.445 ::2.. .:: .,,:OT;' ," '.7 .969 :: 2T :127 :::_..• .. 72 . 1123 Imax_ B -1`352 �321_-_065 30 1 .373 8 T2.321 _ 18 .784 _7 1::1,24 min :81.724' max 241 I 4 � 2.322 113 � _ .492- 4 �1125 P280 .,.T a,.109 .. ,� 30 .006 28,,,,,,..;;:• ..... .; :;,,.... .-,. .:. 01 03212` 1127 - max g 128 130 014 _ 27 256 5 2.352 1414 .501 in 002` 64,a 49_-_I':5:;. 03:.__= ,:1,1 E_.__668'__ �30 _053 ... ...:i::.11 1 _ - .236 27 •. .261 - 10 I 2_241 33 .49 3 1129 P352 max, T - T 74_ 1.130 . :. min_:' ::'.:,.:: : "=068':: 15 i: :45:7;:.:. ,(" =.�;3.1:::� ::;,968 29" max 111311 ( B .362 33 � .012 _ 31 38 _ 9 i 2.317 3 .751 9 ,imin� ^:014:: 74: :.: =.741 :. 9 _'.05&`.. :82.�_�_-.76 ,1 g :,.: __109 <: 82_" r _ _ 11133 P20_ Imax T 345 8 006 20 .28 10 1.906 23 .486 - 10 11.34 ,;:, in. .-_ ..... .086 . _3�__.258-'--='1:1 ._=.068__ 19 1:145': 33: _ :13 19' 1135 _ max- B .373 10I _049_ 29,y .274_ 8-1.884 -2-5 .482 9 1136.-- = min) -A ::: 066: _111-9_-_-228__ :: 6_ :': ::066 =:1 B ! 1137 P111 Amax_ T 162 22 -.045 25 .265 i 14 ' 2.353 24 .485 14 1':1.38 :.: min 087_:.._:'1: .,,._:...423_-:: _14 . ::_.034:�."::,�::_1766. 7: :1:11^_ _67 1139 _ max B I- .23^ 231 .035 25 .258- 114 �2_341_ 5 516 14 1.1:40 ":- Irvin `_:' 119" :.!":2-<_ :_:527_. _;.15:' :064 25':.I_: 773 24=L--142 :.. _26: 1141 P198_ max- .149 29 -.078 25 _.269 14 2.162 26 .483 14 1:142 :`.: ' :,,,.,:. -%:min T`,= <' `=:'075`::":`..9 :` -:397= >:.:1.4,:,:,,, ::008s= -- - f-i - - -- :25 :..419 >': '.25__:::::;:'- :;071 25: 1143- -max B J .177-L22 .003„ 9 I .299 14 2.248 26 .558 14 1144 min :9:: .211::: :. 9 1,. . .. 1145 P170 max T 165 33_ -.122 21 .254 11 i 2.247 22 .483 - 10 1'1:461: mine ,.:.: 093: 1. 6`'1 :::=.468 " ': :1`0 ::028 ` :.:5::°:.:: :4.61`:'-.: 2"1 106' -:. i .2:1= 1147 max B � .137- 23_i _•054 21 .299 14 i 2.323 1 8 1 .57 14 i -- -, ..023. 39 :14;. :052 I' 5. 713 24..'_.:` 09 5.. -.063_ 22. .259 -I,17 _-_23 l 10 _,482 _17-f 1149P207 max- T 15 - _25_�_-_ _ _ I 1150:,;, : 023 436 17022;'`_'`:I 6 �.,. 76: 26: I',.,: 0`56 6 '..I 1.151 _---_ lmax g- --162 26J-_093 22 1 .252 ( 16 I 2.332 26 .471 16 I 11'52'i imin ': 079_::` 6' �' 43 =7.-. 0,1 <, I: 6 725' 9:::: : : :.,:J82 RISA-3D Version 17.0.4 [RA...\...1...\...\...1...\TNX-RISA\15599095 Queensbury South Relo.r3d] Page 25 ' Company mmomith Engineering Feb 14.2O22 Designer *v 1:55PN Job Number ArrmGoUNYuu2101 Checked By: Model Name 15599095 Queanoumy South Relo ' Company AirosmKbEnginnohng Feb 14,2O22 Designer AV 1:a5RN Job Number /QTwGoUNYuo21O1 Checked By: Company Airosmith Engineering Feb 14,2022 Designer AV 1:55 PM Job Number ATT NSB UNY 202101 Checked By: Model Name 15599095 Queensbury South Relo Envelope Plate/Shell Principal Stresses (Continued) -Plate_ Surface Sigmal ksi LC Si ma21k_s_i1 LC Tau Max[ksi LC An le�rad LC Von Mises ksi LC 1267 maxI g 1 262 119 1 -.023 32 1- .325 11 1 1.775 26 .608 11 1268; min 036 < 70.:I : .339;:' '. 19_. :073: . 70'. 112691 P326 max T 1 .098 18 -.082 30 _- .23 9 2.268 31 435 9 1270 " min 048:" 14 ' 403 :8. 01'7 - ,30 I :.1:038: 29 : 071 : 30.:' 12711 max B .232 29 .034 30 .321 5 2.222 16_I _`655 5 12�72 mm.. 033' 2Z';,; 668:.,.: 5' ;054'` 14'.: . °-:753 1 32' 11:7,: 1273 P183 max T .105 19 -.087 22 .232 13 2.337 23 .434 13 1274_' > _: min ::__. _05:1: :-7•` :_=396:: ::.:13.: _. 028::: ,.:23 ;,:588 .._. _22:' 081.. :-:... :;23 1275_ max B .144 28 -.171 75 .213 12 2.058 25 .376 12 1276'_ min °': ':':.; =`1.07 6. ..3`. 046 ` .: 23 :952 ..,21 1-. 1:5 23: 12771 P184max T _ .107 29 -.091 23 .236 14 2.283 24 .43 14 1278 . min ; =A ,: , :7 -.37= "14 0'09" 23' 277 23. 083 23:- 1279 max B 102 121 i -.057 7 .273 14 2.219 25 ' 506 14 1280 a::min :.;:. :: .-:03:::: Z;`. . ;: 4 -_ - - ---- ---_ _--- -- 55 ._`,;.:9 4:1; :0-14'_ _7- -= 54_2',,: 24'.::: :;:.`049- 7 1281 P264 max T .154 25 -.009 27 .214 _ 17 2.195 30 .43 2 1282-=__ min- . 019' 3'': : 436_-' __2: 014 1:1_: _29- ::__`_026_ 11 1283 - max Q __ .13 30 -.018 28 .216 3 2.35 30 .421 3 -. - _ 1;284 ; : :: min 002 :: 62 :a408: ....1:>3 :`:026" 11 =.676:_? 13.- :046_ ..w. .: ;,11 1285 P277 max T .156 31 0 29 .231 2 2.263 14 .428 2 min:___-._�=.:_ '"30 3 ' - _ `_039:_.::-_ _ -;;1. 1287 ----- max B 163 25 -004 --29 .232 2 2.307- 30 .448 L 2 1288: -._-_ min _ 01 __:°_5:1 43__ 2:_::'__,021 :•_.,'_1.3: 447. . ,29_ _ :038 1289 P261 maxi T .232 30 - -.029 27 .241 7 2.297 30 -.428 7 129.0 � `6. - 038'_ =81 ! .'::9:12`. ; 24' : 074:: .: : :,80.,. 1291 max g 203 23 082 27 236 15 2.231 29 - .419 15 1292'__.._ ;_ .` ::;min 007_ 1�1 __: 325. 15, �_ ''041 _ .::'27.___ 834 : "25_ __`082 -1.-2Z'' 1293 P205 maxi T I 174 24 068 20 243 16 I 2.351 21 .428 16 1294 min __ 0025.:: 2 ^319___ 6 022,... _20_... -751., 9..- 06 - 20.. 1295 max g .17 25 -.068 �_28 A.234 _,-16 2.352 7 v 416 16 1296 _min .:` .072._. 4. ;332'__:17` 034 -i 20 7 22.:"I; . _:086' 75_. --. --- , .333 33 .427 9 1297 P304 max T 181 � 33_ _06 30 _.229=_ 6 I 2 min` ,: . . 005 45 387 9." 046.'="" .,:30 "=;774..'.! 30. :: :';:`082 1299 max B 2' 32 -.016 30 .252 9 2.306 2 .462 9 TWO: inin=: ,;;=.001 ::.` 163::. 414' 8::s '.. 04`4::: Z9 1: ::-.784 :.;:18 1' -_;..:088 :.:: :. .79 1301 _P332 max T .17 19.074 50 _ .229 10 2,313 4 _ .424 _ 10.E 1302 : .::::Imin -:06' , 1:5.:.. '`-.378•:.:.; :.1'1 :,,...01'.1;:.._ '1:5:I. ,'-c756 20::{- :068 31. i 1303 max' 338 32_ _012 31 _ 3264 9 2.24 20 .646 8 _ B, _ 1: 04 i� .03:1, 6`. I- -:649 ' 8 036::.: 80 .: -:764. ='3. ^:072 1305 P360 -max.-T .239 25 -.006 _ 27 .242 7 2.183 24 422 16 J :- 1:3.06 ;>'.:: min `: .,::.:=;116 . 398,: 1:7- 055: :a:: 27 ! 89;4',:- .31.:1.:::' 108 27 1307 max B I .231 25 -.054 27 .257 8 2.121 22 449 7 i,: _. 13.08: triin :,: 115'_: 3 : ._.329: `:',''6 :03': 19' .,. ..761 : : 33 092 :I 82' 13091 P278_ max T _ 121 30 , -.01 27 - .215. - 6 2_343 13 .422 5 139.0 min `: :01..';. 60: :4'19. :-:'5:.,,; - ..022;: 11.,. :699, 12. 038 1311 max B .15 30 -.008 27 i .229 �6 2.345 14 .432 6 1:312 min -.002' 63 :419 5 I 0287' 11 71.1 30 :051 ' T1 1313_ P361- max T .201 _ 29 -.091 33 .223 5 2.187 18 .419 5 1314-___-- !mm -� -.06: i 33: :_ -:386; 5 :_01&,- 33:: _85_ I .31 ._`_ 08 --33--- _ _ _ _ _� _ .243 27 ' -.069-_ 26 .227_�5 2.132- 191 .443 5 1315 -max g 131_6_(_ !min. - - 146 17 :449 4 :33 :910: I__ 143. 78': 13171 P85 -?maxi T t- .27 2 0 f ��- 7 ^ - _ _ - � _ , 32 _24 _ 10 � 2.067 18 _ .417 10 { :=.1- _:27.:^ _ :195 !1319�-y - max B ---.327 �_10_ 073 { 25 .201 2 1 1.941 19-1 ! .353 2 -1` ._.::Imrn..__: :_091_ _!_33 254___:_:17 08$__^_: 23- ;_. .1.358_: 26`. =196, 22-; 1321 P178 _max T� _.238_ 132 .097 _ 30 I .212 10 2.136 �� 27 __ .417 - 9 1.322 -- min 176 . <6`: .44'4'_ -8` A32`_. .:30_I .874' 33` 1-15 . 15 _ __ ,13231_,-_-_ max g -.21 _�_3�017_ 30_j^.226 1 10 2.072 26 .407 10 RISA-3D Version 17.0.4 [RA...\...1...\...\...1...\TNX-RISA\15599095 Queensbury South Relo.r3d) Page 28 ' , Company AirosmithEnginoohnp Feb i4,2U22 Designer AV 1:55 PM Job Number A7TNOBUNY202 u1 Checked By: ^ ' Company Airoomith Engineering Feb 14'2022 Designer av 1:55 PM Job Number /nTm8BUNruOo 0 Checked By: ^ , Company AiroemithEngineehng Feb 14'2O22 Designer *v 1:55 PM Job Number ATTN8BLINYuV2101 Checked By: Model Nome 1s59a095Queenobu,y South Rn|o E g1Z3 Q J -0�q� 1.11 8� .---�_• =Yew _..---°:.' �c 1, 6gg�� _ _..� '_ _ i,;..u g�g4 � �,L�inoS �'c�i7� °b. g8p. 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Root Area A[ 3.715 in Base Radius 30.00 ft Loading Data Tank Forces: Applied Shear V 133.63 k Applied Moment M 8,266.92 k-ft Applied Vertical Load P 459.67 k Antenna Forces: Applied Shear V 2.20 k Applied Moment M 278.0596 k-ft Applied Vertical Load P 10.36 k Factored Loads: Maximum Tensile Force/Bolt 7.52 k 1.0W-0.6D Maximum Shear Force/Bolt 2.83 k 1.0W Maximum Tensile Stress/Bolt 2.023 ]ksi Maximum Shear Stress/Bolt 0.762 ksi Allowable Stress Allowable Stress Increase Factor 1.33 AWWA Section 3.3.3 Allowable Unit Stress 15.000 ksi AWWA Table 5 Combined Unit Stress 2.785 ksi AWWA Section 3.3.2 Usage 19% Combined Unit Stress/Allowable Unit Stress < 1.0 ®K Notes: -Tank assumed empty for worst case anchor reactions 318 West Avenue,Saratoga Springs,NY 12866 Main Office/Fax:518-306-1711 ,Vy�J1[]1IT S W.�.S B uvnro1 Hx,xu L�.{�u. � YJmnan Oxrad 5maif Businoaa www.airosmithdevelopment.com AI ROSMITH DEVELOPMENT We do it right die rust time r Q D � 3/13/2023 MaR 1 2n�` CARRIER: AT&T PROJECT NAME: MSB-COLOCATION OC �GSQ CODES SITE NAME: QUEENSBURY SOUTH RELO SITE NUMBER: 15599095 SITE ADDRESS: 100 Aviation Mall Road Queensbury, NY 12804 To Whom It May Concern, Airosmith Development has been retained for the sole purpose to review the installation of the above- mentioned project to certify the site was built in accordance with the design documents. Airosmith has utilized the following design documents and recent audit photos in conducting the review: Construction Drawings—Prepared by Airosmith Engineering;revision:5,dated:5/23/2022 The following items deviate from the original design drawings: Antenna location • Drawings proposed a (3) DC9 squids mounted to unistrut on the right side of the mount.The proposed DC9 squids were installed on mounting pipes attached to the unistrut on the left side of the mount. • Drawings called out(3) Ericsson RRH-4415 B30 as"future".The (3) Ericsson RRH-4415 B30 were installed during the NSB scope. Structural Modifications • Proposed modifications were installed per approval of Structural Engineer. It is the opinion of Airosmith that the site was built in general conformance to the design documents completed by Airosmith Engineering. Should you have any questions or concerns regarding this site, please reach us directly at(518)306-1711 or engineering@airosmithdevelopment.com. Respectfully Submitted, ,�F, ?, NEkrt c' 9\\R. JOyN��;P, yE o 2 Joe Johnston, PE NYS PE#:091187 2 091187 SSION�� 3/13/2023 318 West Ave,Saratoga Springs,NY 12866 certified t. eaa SBAW0SB Office 518-306-1711 WEN@ J Woman 0—d Small Business uemra;B.�„eatr� www.airosmithdevelopment.com