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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB021519; PermitJob Address: Permit Type: Parcel No: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line {760) 602-2725 2180 RUTHERFORD RD CBAD n Sub Type: 2120702500 Lot#: Status: ISSUED CB021519 Valuation: $90,360:00 Con&truction Type: INDUST 0 NEW Applied: 05/17/2002 Occupancy Group: Reference #: Entered By: CB Project Title: CALLAWAY BLDG H-Q/INSTALL CLEAN RM,CHAINLNK FENCE, & ELEC Plan Approve~c;-, f\0.6/2J/?,.Q02 ,,1 " ISSUei:1:-' I 7 ,.ij7/asf2eo~(J.:. ,_,1 Applicant: ANDREW TARANGO 12220 EL CAMINO REAL SD 92130 858-793-4777 Total Fees: $922.63 Building Permit · Add'I Building Permit F«;ie Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFMi=ee Bridge Fee BTb#2·Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Bu.ilding Fee Pot. Water Con. Fee Meter Size· Add'I Pot. Water Con. Fe~ Reel. Water Con. Fee ~ c;z::;; Inspector: Rl.: Inspect Area: CGP Owner: , CALLAWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Total Payments To Date: $332]4. Balance Due: $511.9-1 $0.00,· $332.74 $0.00 $0.00 $18.98 $Q.00 $0.0Q $0.00 $0.00 $0\qo $0:00· $0.00 $0.0(>'' $0.00, $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee . SDCWAFee CFD Payoff-Fee · PFF PPF (CFO. Fund) License Tax License Tax (CFO Fund) .Traffic Impact Fee. Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL iOTAL M~CHANICAL TOTAL Master Drainage Fee SewerFee • 'f!ed~v Par~ing Fee ·· Adgitiorial Fees TOTAL PERMIT FEES $589.89 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $35.00 $24.00 $0.00 $0.00 $0.00 $0.00 $922.63 FINAL APPROVAL bate: -7/l{lot---Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the.protest procedures set forthJn Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in.accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legql action to attack, review, set aside, void, or annul. their-imposition. 02 589-89 FOR OFFICE USE ONLY · s15ol\,6 ()~ i4RMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK N~·z_/ tJ)°I EST. VAL. Cf() Ut?O' - Plan Ck . .Deposit 3 32.. . 7 '-f Validated By ~ Date ' -I nz__.._ e/Number tal # of units #of Stories Name Address· City . · State/Zi Tele ne # q 3 1,7 :~~(l"'~:.· .. :.·w1wffl~{fi.tih(JLl''~'d;ii~ta~~~,~~:,@~if3)':'f17/ l§;:::.-~cs>raBAc1J5ib7m1viFANY-NAMe-:----:'-~::s--'~1-~ . :~ .. · ~:z::,·;;;~:::::z:i:::~7:;~ , .... ··"'·"""'··"·· .. , ... ,., (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alieged exempti~n. Any viola!~ Section 7031.5 by any applicant for a permit subjects-the applicant to a civil penalty of not more than five hundred dollars [$500]). (~ r IY;/JleGS ,L,.Jc .2)24 e'~Z-eA:> -er ~ S'Zf .. Jv;Y Name Address City State/Zip Telephone# State License # j") J S";,f/ License Class fJ City Business License # _______ _ Designer Name _ • Address City S~te/Zip Telepho~ ~~=~::sr;coMC~l2RJN. ,:~~.·,:· .. : \)..2,~-~'~·-,~'.-.,-.',:-;,:,'cs~,Pi:27?';0,\, .... :~C!:?!:.::?'z~.~ +7n Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 cif the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier apd policy number are: Insurance Company ~ Co-,/Je.,u~~ Policy No. .'JJJ 'J YS-(J / Expiration Date CO -/-() 2- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS} 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become supject to the Workers' Compensation Laws of California. • WARNING: Failure to secure workers' compensation coverag4ll is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000}, in add'tio tot cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNAJURE ____ _(,:..:,.£.,L..,t/.~~=::::.------------:,--: .. --: .. -,,.-,,,-."-DATE ,2 -2.. ~e l... f1:''1:'.'.;oW,NEfi~Bu1i.o'EtfciEeLAiiATioN.: __ , _ .. _.' , ·:·. :: ·:·~~ "·' , . -·.· .. , ,.,; · ;>'_", '---·---·-~· I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I; as owner of the property or my employees with wagell as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold witiJin one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ B11siness and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the· proposed property improvement. D YES ONO ·2. I (havii / have not) signed.an-application for a building permit for the proposed work • . 3. I have contracted_with the following person (firm) to provide the proposed construction (include name / address I phone _number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ____________ -'----------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work)=------------~-----------~---~--------------------------- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the.air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IFANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 1!k~&Q.~~:t~Y.PJJ9N':t~Q!N,G.~G~~~~, ::::~-~:cc_:;:_::::::.:c,. ;;-;-;:~: 1.'.-: .~\,.::.c:..c ,:::..' ,.~ :: ,· :.\;1~-::i-~~;~:L ·:· ._.t"-~7:·,t:<;·;_-z-::, I hereby affirm that there is a" construction lending agency for the performance of the work for whicJ, this permit is issuec;I (Sec. 3097(i) Civil Code). LENDER'S NAME ;;;,:;;;;;;;,;~~;::::::;:::=::::::;=:;:===:;::_~L=EN:..:_D:_;·E;:,;R::,_'S;:,.;_A::;D:._D:;_RE:_;S:_:S::;,::::::;::~=;::;;:-:-;::;:;:;=:::;:;;;:;:=:==;:::::;;;;;:::;-;-:;;;;:.~:;:;;:~;::::;:::;:;:::;::::;::;:,::::;:-::;:;~i [l'!t;' ::Ae.e.1,1~Al'JJ.;J<!IBtID.Q-l\:JJC!bL .:,;~,._,.,, 3,:..:...,:. ~; ,:~ ,, ... ;;, :,,;,;.;;,_.,:~/;";·-;;...~.:.:,,.~..;.'.; .. :.:,,,·::.·.:,. :.:·.,.::.''~~~L::0;:;,'~"f.\,.,;; ,_ -',;-,?~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, co~;rs AND EXPENSES WHICH MAY IN ANY WAY ACCRU'E AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit i EXPIRATION: Every per it is authorized by such permi is rltlll,nmlrirl'1111, at any time after the wor ver 5'0" deep and demolition or construction of structures over 3 stories in height. icial under the provisions of his Code shall expire by limitation and become null and void if the building or work da from the date of s permit or if the building or work authorized by su permit is suspended or abandoned .4.4 Uniform Building Code). APPLICANT'S SIGNATU E Y"¼-,N-_.....CL.:'-'-"""'LL~lll""'-"'--,1'-+--------~~--DATE PINK: Finance \ City of Carlsbad Bldg Inspection Request For: 07/30/2002 Permit# CB021519 Title: CALLAWAY BLDG H-Q/INSTALL Description: CLEAN RM,CHAINLNK FENCE, & ELEC Type:TI Job Address: Sub Type: INDUST 2180 RUTHERFORD RD Suite: Lot 0 Location: APPLICANT ANDREW TARANGO Owner: CALLAWAY GOLF CO Remarks: Total Time: CD Description Act Comments Inspector Assignment: TP --- Phone: 6195205777 Inspector:£._ Requested By: DICK Entered By: CHRISTINE 49 Final Mechanical AfJ __ ......_ _________________ _ 1111'81 A/J ----------- Date Description Associated PCRs/CVs PCR00003 ISSUED PCR01025 ISSUED Inspection History 07/09/2002 34 Rough Electric Act lnsp Comments PA TP 07/09/2002 44 Rough/Ducts/Dampers PA TP FUME DUCTS i) EsGn Corporation In Partnership with Government for Building Safety DATE: 6/25/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-1519 PROJECT ADDRESS: 2180 Rutherford SET:11 D APPLI ANT D JURIS. D PLAN REVIEWER D FILE PROJECT NAME: Callow~y Golf -Clean Room a.nd Manufacturing Area D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. !:8:1 The plans transmitted herewith will substantially comply with th~ jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for yol,lr information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. · D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person C8"J REMARKS: Applicant to provide third party certification of oven area and manufactures installation requirement for venting. By: Doug Moody Esgil Corporation . D GA D MB D EJ D PC Enclosures: 6/18/02 e installed in manufacturing trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil -Co·rporation In Partnership with Government for Building Safety DATE: 6/3/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-1519 PROJECT ADDRESS: 2180 Rutherford SET:I PROJECT NAME: Calloway Golf-Clean Room and Manufacturing Area D The plans transmitted herewith have been corrected Where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the.jurisdiction's building codes when minor deficiencies identified below are resolved.and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person . . C8J The applicant's copy of the check list has been sent to: Andrew Tarango I Smith Consulting Architects 12220 El Camino Real Suite 200, San Diego, CA 92130 ·o Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andrew Tarango Telephone#: 858-793-4777 Date contacted:<.P / t,..( /02 (by:F-P,.x:) Fax #: 858-793-4787 MailV Telephone D REMARKS: Faxv"'" In Person By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/21/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 02-1519 6/3/02 PLAN REVIE.W CORRECTION LIST TENANT IMPROVEMENTS .PLAN CHECK NO.: 02-1519 OCCUPANCY: Fl TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/17/02 DATE INITIAL PLAN REVIEW COMPLETED: 6/3/02 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Manufacturing ACTUAL AREA: 2938 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 14 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/21/02 PLAN REVIEWER: Doug Moody This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. · Code sections cited are based on the 1997 UBC. The following items listed need clarifi.cation, mooification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1-997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 02-1519 6/3/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: · 1. Deliver all corrected sets of plans and .calculations/reports directly to the City of Carlsbad Building Department, t635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation a_nd the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, sa·n Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · 1. Indicate the use of all spaces adjaQent to the area being remodeled or improved. 2. Pleas.e provide a description of the processes to occur within the clean room. 3. The technical report indicates the use of Class 1B liquids be used in _locations other than the clean room, please indicate how the required ventilation will be provided in these areas. · · 4. Please provide complete mechanical plans. 5. Please provide listing and installation information for the new oven showing it approved to be used within this area. 6. Please provide the ICBO listing number or calculations for the prefabricated clean room. 7. Please provide construction plans ahd calculations for wall type A listed as security fencing. 8. Please provide listing information showing the control access hardware to be an approved part of the egress system. 9. Please indicate the processes, which occur at the chiller table? Will there be refrigeration provided at these locations? 10. Please indicate if the plumbing system will be altered? To speed up the review process, note on this list (or a copy)where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. City of Carlsbad 02-1519 6/3/02 Ptease indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes [J No [J 1he jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these pl~:m review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 02-1519 6/3/02 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 02-1519 DATE: 6/3/02 BUILDING ADDRESS: 2180 Rutherford BUILDING OCCUPANCY: B/Fl TYPE OF CONSTRUCTION: VN BUILDING AREA Valu$tion Reg. VALUE ·PORtlON ( Sq. Ft.) Multiplier Mod. ·Tl 3012 City Valuation Air Conditioning Fire Sprinklers . . TOTAL VALUE Juri~diction Code cb By Ordinance 1994 UBC Building Permit Fee , ,.. , 1994 UBC Plan Check Fee . I • I Type of Review: El Complete Review D Structural Only 0 Other D Repetitive Fee ~ Repeats D Hourly ..... I ____ _.I Hour* . Esgil Plan Review Fe~ Comments: ($) 90,360 90,360 $502.91 I $326.891 $281.631 Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERINC APPROVALS f" . · .. PERMIT·NUMBER CB 60/~lf. " • I .-~· .;:' • ", · DATE ~ 1z-vt z__, · • __ ,,____,. __ _;___;· ·...,;.;:· ...• ' ' • j_.i .•. ADP,~~~$ .. 9-@ {2c/~,i-k'l!: .•.•• 1e-~ ' . . _ . :RESID~NtlAL ... ': ,·:. '. ' ' " . ·. :, -. :::RESll>ENTIAL·ADDITION MINOR·. >, :; '._ .. i :: .: ·.::. iPLAZA CAMINO L .· . . ·. -: . (-< $-10,000.00) ' . -. . ,·· ' . ' . _ CARLSBJi'D COMPANY STORl:S . VILLACI; FAIRE ·COMPLETE OFFICE BUILDING "o-rHER ·" · -. -,---,------,-----------------,-,---,,,-------------------'-"---' ' . PLANNER DATE 571~2', --(-.------ . DATE s-/yt/crJ ----=----- oocs/MlsformS/Planning Engineering Approvals Carlsbad Fire Department 021519 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _06_1_26_12_0_0_2 _______ _ Building Plan, Reviewed by: Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job#: 021519 ------- Job Name: Callaway Golf Bldg#: CB021519 ------,------------------=-- Job Address: 2180 Rutherdord Road Ste. or Bldg. No. IZI Approved LJ Approved Subject to LJ Incomplete Review FO Job# The item you have submitted for review has been approved. The approval is based on plans, information arid / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permitto construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and f or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resl:'bmit the necessary plans and/ or specifications to this office for review and approval. 1st 021519 2nd FD File# 3rd Other Agency ID .. -lllnC P L U.M P E ff G I~ E E R I N G I N C • STRUCTURAL CALCULATIONS Client: CLASS ONE TECHNOLOGY Project: CLEAN ROOM Location: 1465 N. BRASHER ANAHEIM, CA Building Code: 1997 UBC Plump File No: 020418 These calculations not valid unless signed and sealed in space above. -By: JON Date: 5/2/02 13210 Florence Avenue Santa Fe Springs, CA 90670 (562) 777-0983 Fax (562) 777-9613 l~l 9 r ·' ;' PLUMP Cllent: Title: c;; l. ,g ,4-,,v jZG..P/11 '5)'t:37~§7-m~ EN,GINEERtN·G, INC. File: o.,,,___ 0 1'--/8 Date: tf~"rtJ-9,; Structural Engineering By: ~~ /C: Al . l "4-.KJ /tt9-£).~ c/~ .s:a:r ~ bS:.-C-1(. C -et t. ,. µ-·c;: <:;" A.r 0 . tJ=-t..e-c_ r-,t,1 C. A!-c.. /n !E--C ;4-A-.,-;.J-1 c ~(... ~ '1.'6 ,C,:· F/'?..AM I N-·t; C-L:'8-A,--,.) ~ h, r. (L·IJ.-/hf ;V,"-,:; ,I 1. ·' '-. ~l'G«?I C 2--oN--€_ 4-. -z." ,.40 Sheet: ~ '2 1- I I / ~ '/;Y7.. z 9-~~--/'2 ~-}Z l-l,.; "Z Io· t,:>ta;I! g ~ / L r-,?..A;) h <-E TY t°5. ~o -~ -2 • 1-4 /Va._ Cv (..4~u,nso) ~ • (..,f N-v s /E..tc;' /n IC ~ lt.--r(.,CE @"1G74#-C.«" ;v' a, ":I /. s /2. ~ Cc; ~. -------~ f<. 4 riv '2 ~ -12., 5 )t ( .. 441 ~ I, S") ")t I w 1--. s I_, f; I ~· § -.......... .. " --~ ~·· .... , .... P20 Ir .21 / \129 31 ) Solt.tkln:Enw\Opt Class One Technology-Clean Room jon 020418 P2S l: ., II 60 39 1'14 37 April30,2002 4:25 PM 020418a.r3d Ai" Z X -,Loeds:~C 1,dM-1 s.uloo:E,,....,. jon 020418 I ' '-......, ... ...... ~-·;i:.t.,: e;1~·(. Ir~- <; -r ,1M-c:f-it,1ft4-"( $ 7· 1:-tF-t.. I;) /l .. c le ..4 tte I µr:,:. t-t.t tt::) ~ ~ Co~tl'T~~ f>l\,Ot:;~-4-m. + Class One Technology -Clean Room 4 > April 30, 2002 4:27 PM 020418a.r3d ( I .;..,>- ~ ..,.. /?-U,c.. "'TU--;r"l..~ c.. ~-'T· 8c,·et. .P·-,t. 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':"°' '/: :·=,0·.'\;:.:::-r·:=., 6 N21 0 0 0 0 0 0 '::-,6 .-:.:.:-·-':?":"':?\tN2~-::=;::-:-J'tt\ '-:Ct:.=t\tot:·/t/'.:!/:, :'::.:/.-/.:":-.:. ·o :::::· .. · .. · .. ·:·. =· :'::: ··:-..::-:..:: o.·--.'-.·--:,·'::':::\-·-,?rrit;::o.::-=:·: ?--'·. :,-;--.-=: .. , ·, ··:,.,-::.r'::_·o :'-:/':.1:. tt ?,.::.-\-:=-r-o >::::=-:,t:t:.? . 6 · N25 .154 1.191 -.444 O O 0 :\: 6\f {:'J:+,:i'N27},:\·:':-[\.ff:':·: · ::\-=}){\C::o· ·:·(:(:\:'?:: .:,.:'::.:-::>_:---,.p ·: ·.-··:. '. ·-.:· ; ·:-. ,:_:,,_ .'. ·: :·o .. :.::.: ·. :::::-,:..:.. ·, -:-?:.:.:-:-:· -:· O:: ·.-::. :-:::---_(.:: ·=·/::; :--::-::= "Oi?.=y=.,.'):-'?:"i'\\\::Q\:ff .-:::-:: .. . 6 N29 0 0 O O O 0 :::'·.a:,.,: ., >·:-=-: .. :-::,r,-:Ns.1-,, ·/:·=:,.=::-=-.:t i\:.\1;-::1 :osa . .= ,._,i _:.::,:::: .1 ,· ., .-:;--,-·,a.1 s · .... : . ·--=::-:..t. :: · .._1_:A-:·::. ··.: ,_. .,.,:-: .:.\.::..' .. O.-,: ·· ·.:'-\..:\:·,' -::.:-·:t .:.:,:.' ,, o -.::t/·:c.:: .. ,. : .-_.::::: .. 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Job Number: 020418 Class One Technologr -Clean Room Global Steel Code I ASD: AISC 9th, AISI 99 Allowable stress Increase Fa9tor_ (ASIF) 1.333 - · InQlude Shear Deformation Yes -,,--,------'---~--1 !!:l_~IUde \J\'.~!:P.JQ9 Yes No. of Sections for Member Cales 3 RedeSiQrt Sections _.,. --Yes P-Delta Analysis Tolerance 0.50% •,' · .. . --.:··· .. Materials (General) April 30, 2002 4:44 PM Checked By: __ Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10"5 F) (k/ft"3) (ksi) STL _29000 11154 .3 .65 .49 46 '.: :: .:: ;-;;.,.::.i,i>StL t ,-:-::-,.:.:<-:;~.:,,,.:/,: · :,/\:;,,;,:,_,:;~9o_qq:,:,tr.::::-,,:-,-:, :,:;,::,;.;,::,:,:.:.:: .::1 ·:1-1 s4_ ••• ~,,-· .. ,..,-.:,.-, . ,_ -· .• _;.;3. ·:. ,:,,::-, .;.,,.:: ,:_::,::-;::,::_:,i6S · ;,::>·· :/=.)·, 1.::,,:,-,:,.;_.,::<r ~4~: :-,:,.-:.-: ,-.:·:'',.--,,f,-:_.,-,t=,: a6:,-\,.:::::: :_:.:.-: STL2 29000 . 111_ 54 .. 3 . .65 .49 33 :··: , .. -STLQECK\:. '.:/'.·· :::-::,:.-. _-29009.:._·.-.-'_ ·_.:_ . · ·1_1154-· ... _.3 ·· .. ·:·_, '. .. ·· ;65::·:.-.::-': .. -:: .. :·_,-,_-:.-·A9 -:;:-.·. /;' .. : . :·-·,:"-·33 .. :. · _:_.::'°'.-·. WALLPANEL .29000 11154 _.3 .65 .024 33 Sections Section Database -Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) T/C Label Shape Label (in)"2 .(in"4) {in"4) (in"4) Only POST TU2X2X3 STL 1.27 1.2 1.2 ,668 .668 1.15 . BM2 .. --··· ···--·-···-·wexg ·-········ ............ 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No.::·,.-./ :. · >· N25 14 0 12 0 No : .. : : _ _.·., .... N2e,::·,.·· :·;. ····. ·. ,,·-::=:,.:··· ·?·i,:14 .'--:.· -._-: := · · · :: 10. ·· .. ' · :i··· :12::,-=:. ·:·--,,'. ... · .. , '· :. :-'. .. = .. =.o ·.,: .-,',>. --:-· .:.,<._: __ .. ,-:-; Ncr::·.-···.··,:=:-·. N27 18 0 12 0 No · ·,· ·.'_N28'· ·_-.:· ·-·.:. -,: ·> ·-:.,.::1a:: · ... 10 .·12. .:,.·. · ·O ,. -:. .. ·.·:·' ···.··.·.No····:···.-··.-· .. ·· N29 22 0 12 0 No ..... · .;. N30. ,: ·-;. · ... ,.: .. .= :,-.22. · . . .. 10 12 .. · O · · · . No··. · N31 26 0 12 O No : <:·_ ··,':·'.:_::/N32:·:::::·. :·::::,:.,::...:.::..:. ::.::.;_._,/,:::\/26_, ,5;. .: ... _-,· . .-:·-,_.= · : ... : :.:::-:1 o. :·· .-.. .-... :' .. · ... ,.: .. /..:'·:.12·:_-<:...i :-:/.-. < '· .-'. · ·. o .. :·/·: ,: _. '·. ·..::: . :·.,-.,::::::::··No:,._. . ._:-:,., ... ,:::: . .- N33. 0 0 4 O No :·· :/,,:,._..-·,:;·,N34/,.':·,. · .... :_..' :\ ·:·,:\.:·:":'.i':':'=·Q .. '.' ·· ... '. -:= · ·:'· · '::10 · _. ... ·::. · .. ·. ·: 4·.': · : · .. ·,.-:: .. · ·:. :· .. :· ·:·· O'·:=.·· .:::··;:·.' ·: . .-' ,.:,_-=:. ·NO .. _.·=/·:,; .. ,.-.,:·· . N35 0 0 8 O No ·\;:·: 6\·?.t::N~1Sti'?'\\,:::-.\,, <t:??t:=::x o.::::.\: ·./· ·:·.::\. :.='.:.::.=:::'· :-,·t--1 o :, ,·· .. :_-: :.-:i:' .. :.··; ·. t= :::-;. ,~.: ~.:-":<· \\::,::.:::·::. ·t·:'--'i:t\ ·=:.::,ott{.,· .. :::··;-::-.,\ ,. =:.:·:::·.:.-:/:;:_. N<f .. \=,:/:.::.:\':' N37 26 0 3 O No ··:'t:·:···.,:,b:·?Y N3.8?.y::.,}?'==<:=::. ,.'::·,/\')i:\'2$,?'/:.,_':'+.:\ =· · .-::, ·."::·'::=:'.:':.-:to ./ < -·,:: . .-,. : .-.:::-,-:: ., .. · ,· 3 =: -: :·: ·\,···'\/. /·'::'., .. -.,,=_::-. \:· o ,::::.-'::':.=.:=; ,=-::,,::., } ,:;.;:,.::.\>'Nor;;=.·::::;\.=···(:' N39 26 0 . 9 . 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' :;.:.\··--.O \:,: :. ;·;. ;/·.: // =:·.t:\/='·0 )::·.::"":· ?· .'·.':': : ... ,.,,: .. ).:::·'<.No?/:',.•.,.,\(:,. N47 22 1 0 0 No . N48 26 . 1 0 . 0 · No N49 . O 1 12 . O No ·-Nso ..... , .... _. .... ,·.···.2--:·· ··... ,. 1 ... 12 .-.o ... ·'. · · .... --·.No-->,,.-· .. N51 6 1 12 0 No ·: :.,: . .-... _. .... N.5~ ,._:-. ···,::: :··. ·.:·: . .-, .. ·.·.,r·',10., :·. ·.:. . .. · 1 ·, .. ··... . .~·. · .. 12 ·. .. : .·· · ... :-,=:-:Q .··:·.-. -... .. , . :·. ·: .·_.:. ·.No_:.,,_.··.·_.'::. _ N53 . 14 1 12 O No ,:rv·:.,/;·./i=\\N~4.::::=:-:::::::·.t:.?=:::f ::t'ti·:Jl:/'.t ~·\::::t'• =.\:-:'-: · ··:·: .:-:_:-, :· · -:::.·, ··: 1;:· ... _. .\:··: ·:.: < : i .·.-.. .-.. :'· =( :.:-, · 12--:.:-:-: _,.:,:\::-=,=,-,.::: : :·-:-: .\".:_::r:-.,.::::.o ·=f\f. :/.::',:::,:-:,, , =::r:,:t·.'\·,i No ?(::.it:::::,-:,; N55 22 1 12 0 No .::·(:·:=:·\:,r::-:J::N~6·:-::::::::,:.,,.,,'>··,).: +'.:--" :· .. :::':/,:':26.:· .. ,'.:--. :: .. : .:-.. · · :=: ·. _. ... 1'-... .-· .. ,_. · ·.·: . .': .. --:_:.-/ 12. :·:·.: . .-:;-:.:-< . .-.:.':(.:.:-\:·.': o,:.::::'::_:_. :::-:' :/' .-. ::···, . .:-;:_.:-.>,·No:,::.::··.'.,·:·:·'<:.:--· N57 , O 1 4 O ' No ; ·· :;.:·':.=": \.=,,=·:: .. N$8·i"::./ =·=::·:\= '\:, =::::,::,:/(./''\:,, 0 :-:·.,.,. ,-.\· ,:·,:· .-.. '. _.,'. ,··· ..... ;. :, .. 1_ ::_: .·: .. _:.,. · .. ·) · : . · ·>:· .: .. ,:,.-. .J3. ,\.: ... .-,'::"::,i > :-:.:'-':i--: .. :·.:· =:··,.,' O .'.:··,.: .. ,;:,,:. ··:·: :.,--, .=;: '\.-'·~·:,.:::,:.::·· No :,'i=;.'./:., ·\:/·: N59 26 1 3. O No ?::l\{''J/HfrN6Q:!::t@J':::f,{,(: f(\:::,fW:?26\i\}{?)r {.'f\'/',.\=:i\1,:tL'L:,/:f:/i.' =::·,',\Y=/\:.(~/,§Xt·'::::\'} ./:':'\\\:(/0;(:\/.:J:t\: /t=tC:\?/NcfJ::J/=/{:::: N61 7 10 0 O No ('.\'X\t):\:iN$2lK/{#(:t\, itt/f!\f\\J'.Sh:/\:i:{\::; .' .. f\\::A:.:'\1 Q ~?.:/((:/, ::' ·\,:(:)'J?:t 2':{\?\{:'}'\ ?)f:??·::fr.\·o:.}(;::_:-_t:)j.:::: %)ll-f(:,/rNo/f:/.'Ii·:{t ·N63 20 . 10 · . o o No Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation Q<jin) (k/i~) (k/in) (k-ft/rad) (k-ft/rad) (k-ftlrad) N1 Reaction Reaction Reaction N3 . Reaction Reaction . Reaction N5 Reaction Reaction Reaction N7. Reaction ·-Reaction Reaction N9 Reaction Reaction Reaction N1.1 .. : . .-Reaction Reactiorf.. : .. RMCtion ... . ·.:: : · .. .. .. . . .. .... : .. ·. " .; . . ... , .. .. . ..... : N13 Reaction . Reaction Rea~tion RISA-3D Version 4.5 [C:\risa\020418a.r3dJ Page 11 Conipahy Designer : jon Job Number: 020418 Class One Technology -Clean Room I ---, • • Steel Des}gn INDS Parameters_ I April 30, 2002 4:44 PM Checked By: __ Member Section I Length Lb y-y L:b z-z l,._comp Cm y-y Cb Sway Label Set le2 lej le_bend K y-y K z-z CH Cm z-z B y z R ~ . M1 POST ----rA---···-·--··_(ftL ........... _Jft)_.-....... -... (ft) 1. 1. o. M2 INTPOST 10 1, 1.. 0. M3 INTPOST 10 1. 1. 0. ----·--•• . .-.,•-••·'-••n•-,.,.__, _____ ..._ ___ .,._h•-u~ · ----+--.,...-i----,--+--1----J---f---{--+--,,---i M4 · INTPOST .10:. 1. . 1.,. 0. MS POST 10 1. 1. 0. ';·= .. ·,,M6 ,.<_.,,-.: .:· tNTPOST.,/ ·.=··= .... , ... 10 .... .-.·,.: .·. . .. · ..... ·· .·. , .. ·,.\·:·/. ·=:,1,::. ·. 1". · .:,,., .. , · ·:.. . ,. : .... ,. · .. =" .o._.._- M7 INTPOST 10. 1. 1. 0. · ··/.':'::''1·.MS··::1/':;\::. \'{\'HQ~T,r·::t::: :/{/\10 /\,\·:•: .::,::,-=:.:·:·, :\·.: .. ··=·.·:=· -,.:,.· ; .. ,;,,:·,.;·,,:::-::· .. :·_.,-· ::.::':"/ \i=·.::{=,\:::.·,:)/:\:(:· \:1 ii-' .··, 1 /:'" · .,.::=_\::··:":::: \:\//:: {if·/.· ·:;:.:.:=:,:-}\\: ;::;::-o ;.{: · M9 BM2 14 1. 1. . 0 . . '·.:--::::··M1-o··.-:·::.:;:.--.,· t\·:\:fBM2·=.r,,:.':(: .·(:r:.-::.t2 :::·-:.::·,, ··:: .. , ...... ·.·:::.::· ··· .... ·,· ._-. .-:.-.-.. .-: -:=-,:;:: ·. ··· -:-;·:·::,·r=:::-:·'·1 /:= ::' 1";\: '°:"-:·'.\,·? \/'·, ·,= .. ::-:, · ::-:=::::, /·'··:. ·'..-·o.-=,::·. M11 PO.ST 10 1. 1. 0. :.< .M12. · .. :==-... ,.INTP.OST:f::' : .. , J/.10:.,:-. .. ,. ·. :.: . · .... ' . : . : :·. · .... : .:·,:·.: .... ."-:·· t.1/:,. :y:: .. ·,: ··,-.:: .·: ... =:--: :., .. ::··. :,,:::,: /: ,:.:.o, ., M13 INTPOST 10 . 1. 1. 0. t_-.\;f:.'..M14/\\'fi-}tlNTPO.ST{:J t:::\:\'11 O\i:'i.'t <'<· ., !:'-=·'..:\::<,";::',, . \'::.:.::::-;-==:,: ':. ,_::::: ·,,.'.-:,:/.·:\\.:/='.,'\· /,:1 :J::-·:··=:-t/t \:·.:/\:=" ···::,:\=\==· ::.:·,\\·''· \.+. '·:/:?. --:?Oii M15 .. POST · 10 1, 1. 0. ·,,:·· <t"t:l M 16'='::'}/.? {/:IN.TPO~F}:i ·:w:\/1:.:1 o :=::,:.::,:-:=:· :. · ·/ .. · · .. =:,:.:. ·:,.:· ... ,:· .:'··<· .:' :r.·, :· .//': ·: ·:,. :.t'\':=:')}':}/ =:-:=::-1 ./: ?<I}\ :;'\·::'.°::':\ · ii.}':\:.: '?':A:/:,. '\}( ht/ ,/':o::::::: M17 INTPOST 10 . 1. 1. 0 . . =·'=··.,\:·tM 18:·'···h?\. \:\:'(f:'OSJi=?f\ :\:}:(1 Q .=/:\==:, <···: .: ·-.'. =:: ... ·:· : .. < ':_':,·.· .. · .:··:· ·: .. ':'..=\'· ....... =·. :'::\:::,-.. \.':'i \j ;-.... _:.:=:,H{ :\:ff>:: .. ?.:tf · ·'.·/::::-·/:. )/r /j=: ·.::,: O?':: M19 -BNl2 1.4 1. 1. 0. M20 .. ·· · BM2 ·.· _..-. ·. = •· 12 ·· 1; . 1; ·.· ··· :· o ... M21 BM3 12 1. 1. 0. M22 · ·8M3 · ·-12 · .1~: .:.1.-:_·. 0. M23 INTPOST 10 1. 1. 0. -· ···-M24 __ , __ .... ·--· INTPOST--· ····-1·0 .. -........ . ............... -· .... -···. . . . -·-· --..... ·-·--·-·{ ....... 1.-----···---·---·--·--· --------o.- M25 INTPOST 10 1. 1. 0. : · .. =:Nl26 ·~·.:.·. ·1NT80ST·,\ :.>:. :10 .:.'. . .. 1 .•. 1:· · · ··, ..... · · . ·. .o;: M27 BM3 12 1. 1. 0 . .... /::':'M28·.tr-.<:·,·,·.:=/t\B_M;3t:,:.}l:? :·;):::':'':·12·:::::-.: .. :;-: :=·=., ... ·,:"':=/.· ... ,. , . .-. ,, .. ·.= ... , · .. ::,:··,=., ·,·:(-.;'.-'., ·· '\l.'::.: .':J/::,· .=·,.:::··\../ ::·,:.i_:,;:· · '·/:=".·'. ,-.::;=::,-. :;-.:-:: ·fO'.L M29 BM3 12 1. 1. 0. Plate/Shell Elements ' Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (in) 'R' 'S' P1 N41 N2 N4 N42 WALLPANEL 2 0 0 ·_=:.. =:::=-::::·=r··'.'=-:.:: .. p2<t· ;--===-t\:t: · :·t&:.f N42.::=,:::::=J:.:-: ':,='/_::·,,+:-N4.=f /:=::,:· '\f.-/):NaJt:-:=I·-=: ':':=,:~=·'i N4r3\\h:·=· ·.wA.LLp ANEk, :')//:. 2·:;:/,::\=, :/\.o:= r·,::= ,: ·, ··,. otti ?t??'=t::= . P3 N43 N6 NB N44 WALLPANEL . 2 0 0 · . · :' , . .-.'P.4:.-. · .. :· .-· .. \<N44.,:.,., ..... : :· .. ,.:=:NB< ... -: . N10 . N4S·· , WALLPANEL .·. ·. : .... 2·: ·, : ·\ · o . .-. 0 ._-· =··, .... ·. PS N4S N10 N12 N46 WALLPANEL 2 0 0 P6 ·.:· :. N46... N12. · N14· N47 WALLl=>ANEL ... , : 2·: · 0. 0 P7 N47 N14 N16 N48 WALLPANEL 2 0 0 PB· N49 N18 . N20 NSO · WALLPANEL . 2 0 0 P9 NSO N20 N12 NS.1 WALLPANEL 2 0 0 P10 N51 N22 N24 . . NS2 WALLPANEL 2 0 0 P11 N52 N24 N26 N53 WALLPANEL 2 0 0 .................. P12 ............................. N53 .................. N26 ................ N2B .................... N54········ .. ·wALLPANEL. ·-·--··2-··--·-··· ····-·o--· ... _ .. o····--· ·-·--·-·-· P13 . NS4 N28 N30 N55 WALLPANEL 2 0 0 P14 N55 N30 N32. N56 WALLPANEL 2 0 0 P15 N49 N58 . N36 N1·8 WALLPANEL 2 0 0 P16 -:·.N58· · N57. N34·. · N36 · .. ·· WALLPANEL .,:··2, .. .-.· 0 0 P17 N~7 N41 N2. . N34 WALLPANEL 2 0 0 RISA-3D Version 4.5 [C:\ris~\020418a.r3d] Page 13 C_pmpany ....... ·---:. Designer : jon Job Number: 020418 Class One Technology-.Clean Room Boundary Conditions (continued) April 30, 2002 4:44 PM Checked By: __ Joint Label X Transl?tion Y Translation Z Translation MX Rotation MY Rotation MZ Rotation ~L I (k/in) · (k/in) (k-ft/rad) (k-ft/rad) (k-ft/rad) .----=N,..,..1=5=-----.--,,,Rr'eaction . Reaction --.:;:.R:-e'-ac-::t':-io_n_.-___,_----'--,__-,-_ __,;_;_-'-"-'-'='---.-----'':.:...:.:c...:....:..<-----, N17 Reaction Reaction Reaction ·------·Nt9·-·-·--··· --Reaction Reaction Reaction N21 Reaction Reaction Reaction 1----c-N=23-~·-· Reaction Reaction Reaction N25 . Reaction Reaction --=R·-e-ac~t.,....io-n--1---------+------+--------{ · · N27 · ··· Reaction Reaction . Reaction ·· · · --·---·-···-·········-·····-··----· N49 Reaction Reaction Reaction ·. · ·· -. =--.N31 .: .. ; ,_(.,,_:::-: ·./ .... Rea_ctior(::·_,· .. · .. :·:.-Reaction.·. ··Reaction.-=.·.. . __ .. .:: . .-. ···.: ... ··=.· ... :._:·.·.:. ··.· ·. ··.-.: ... ·:·.:: ·.·: .;• N35 Reaction Reaction Reaction _. ··.'·_,; ·.= . .-··N33\\:\;.-.=·> .. f:) Reacticrrr:= .. ,: .. .-· ::-:-:.;J~eaction .··, .. · . .-_,.-Reaction:;:.:== .--,.,_ .,.:::.-·-:---_-:_··= ,: .-··'.· · ;. . .· ·_:_.,,_.-"::: :-· .:·=.: .. --·:·.:=:, .. ·./) .. ;_,::=-_.;:··.,. N39 Reaction Reaction Re~ction ./··,,.,·:.·N3T···=,·:;-rr-::-:= >·:=)~~actjort.:---_·· ::=·.-'._-i=~$actio~· .. ·. ·. :, .Reactidii·· .. :: _·, .:.'=·.·· .. :_.·,.=·= ._· --.· ·· · · -,.=·:·.-.·., .. ,_. . .-·=·::··. · ·,·.:. ,·· .. ·. · :.-·:.//·.·'·· . .,-:.=,· .. -·.·:=·· Member Data X-Axis Shape/ Material Phyli.O.M. End Releases End Offsets lnactiVf:Member Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length ~~-~--~--~-~~rees Set . XI/Z ~z ~z ~z (in) (in) · (ft) M1 N1 N2 POST STL Y 10 . M2··, : .. ···::N3:} ·:::-'. N-4· · .. ·:·=,::· .. :'-,:··. : .• iNii=>o.st ·'.STl2 ,.:·.-.. ·. ·,·, .. · XO.OXXX ·.-·_._-.,-_., ..... · . ··:· .=· .. -_:":· =··.,\ ·.:::.'·=10=.-.:' M3 NS N6 INTPOST STL2 XOOXXX 10 M4 N7 NB INTPQST STL2 XOOXXX · 1 0 MS N9 N10 POST STL Y 10 -· --·------··· M6 N11 N12 INTPOST STL2 ~---xooxxx.i-------+----10 -M7 N13 N14 -·-. INTPOST. STL2 -XOOXXX 10 ... ··M_tr·--..... Nls····· ··· --;.:Htr··--···················· ............ '"p6s"r'" .... sti.:.. Y .. ······· .................................. -.......................... ······ 1 o ... . M9_ N2 N10 BM2 STL1 Y 14 M10_, .. · . .-,N10 , ..... N16.-.. , ,. . . BM2 . $JL1 Y ... .. ... . , 12 .. M11_ N17 N18 POST STL Y 10 :···'M12:( ··.)·Nj·g·.:::-=. .-::,-:-:N20·-:=, /:.::.,.:::;· . .-.-,::· ·>··., ·. :.: ·IN'rPQST· ::STL2 · .. ·._-.. . . .. ·: .-.: ... ·.=,-:. XOOXXX ·'.'·· :'··,, ·:. -.;.· .. ·:· :·.: .. ·.,: ·':.,.'--;-· .. :fO ."::=:. M13 N21 N22 INTPOST . STL2 XOOXXX 10 M14:·· .. _=·'.N2.3.·:\. ·:.·:-N.24, · .:. ,-·.:. '_.: . · : INTPOST STL2 .. :· ·._. XOOXXX:: · . .-:· .. =,· .· :·. ·. :. .., ... ,:_.10 '..·: .M15. . N25 N26 POST STL Y. 1 10 :·M1e.:--:.:·N27.:\ .::N2s.·=.-·:.··)·:.:.·, .->: .. ·:_ INiP0S1' _:sTL.2 ·. · .: ... xooxxx :.·:· ··.: · ··.·.·.· .... ·<"::10·.·. M17 . N29 . N30 INTPOST $TL2 XOOXXX 10 · .. .-M1.8.-.::: .::-, N31:·".;_-.·,··.:N32 ·.: :_:,:;_::··.'· ··; ·"-., .-··=POST=· $_TL . .-Y .. · ···.,_ · ··· · :'····.":-:·<:·-··::--::·.-= .. :·· :=·· .. ,: :> ·:· . .-_--:.·=:10··.=, M"19 N18 N26 BM2 $TL1 Y 14 .'.-M20--.-/,'N26 ·.-··: .. ···N32, . .-_. :=.---:-:-:·. . . ·. BM2 STL1. Y ,. . . . .. ·· ·.' .. ·: .... 12·. M21 N2 N18 BM3 _ STL1. Y 12 =···M22X=: .=.N16=-::.:_-.=·-N32··: .. \: .. .-.-... ,.. . BM3 .. STL1.. Y· .. '.. . . .· ·: .. .-.· -:·· .... , ... .-.... -;:_-.,_:,,-.'··:.=::: .·.-":-:-.12··>· M23 N35 N36 INTPOST STL2 XOOXXX 10 M24 N33 N34 INTPOST . STL2 XOOXXX · 10 M25 N39 N40 INTPOST STL2 ' XOOXXX 10 M26 . N37 . N38 ·INTPOST STL2 ):(OOXXX · . 10 M27 N26 N10 BM3 STL1 Y 12 M28 · · N61 N62 •. BM3 STL1 Y BenPIN BenPlN ·12. M29 f\/q3 N64 BM3 STL 1 Y BenPIN BenPIN 12 RiSA-3D Version 4.5 [C:\risa\02041 Ba. r3d] Page 12 Company D~signer : jon Job Number: 020418 Class One Technology-Clean Room April 30, 2002 4:44 PM Checked By: __ Plate/She.11. Elements (continued) Piate Label AJoir,it B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? I (in) 'R' 'S' ,.·.· ... ·.::•:: ... ,:· P1a·:·: .··.:··::\ ,.,,·.,·:·:·:::·'.NSS::·:···.:--:: .:=--·::·:·N5o·:·._.. N40 ·. •. ." ... N32···.·.:.:_-WALLPANEL :· .. :·.··:2·.,:.· ·' '.-:· 0 -:'' =:·' .. :'0 ·'::·:: _ .. :·:· ,,._.,. P19 N59 N48 N16 N38 \NALLPANEL 2 0 0 .......... p20· . .. ... -·. N18" .. N2 .. Ne1 '"' ........... Na~f ....... sfLDECK" ......... 04-····--· ··--··o ...... ·-·--o···-· ............. .. · P21 N62 N61 N10 N26 · STLDECK .04 0 0 P22 N26 N10 .N63 N64 -·s=T=L--=D_E_C_K-1--.-04 __ , __ 0_1_0 ___ 1----l P23 . N64-N63 N16 N32 SH.DECK · .04 0 -0 Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct Descri tion Code Oescri tion _ X Y Z Joint Point Dist. Area Surf. 1 dead load DL Dead Load. -1 4 ---:=:.··2::·::,::·, ·,.,,.,(.'!··,liVELl6ad\:,::;;-,.-::_::::-. .'.--h.l.Lt.·· ':':/ ;: .. ·.-:· ·.Uve Load: .. ;·.,.-.;·.·-,-:,:· .:. ·:_-:, ,.:-.·: :-'.,".:._:.:-::-_ > := ·.·:' ... :.: ,.···._-::;··:··::::"-'; ... ···, -·:' ···:.-4 ··.·: /.::.-\\,.=:·. Area Loads on Members, Category : DL, _ BLC 1.: dead load Joint A . Joint B Joint C Joint D Direction Magnitude (ksf) N18 N2 . N61 . N62 Y -.007 :(:./i .':\{::,:,::., .. N62·?\/·:'/):(\=· \/::·=:,::(/:):=:;·: N61-: .. (J.\:.: ·:: ·,:: · .. \ ·::(·:·· ... =:-:-: .: N 10 ,):·· ·:': ... ':'··. ::··· :·:-::::.:·'::·:./:\.':·:; N28·:··:::._::·._-: ·=f}:){ t':,.::,y ·(,;>,/ }'·):::.~:oor::.J:t• N26 N10 N63 N64 Y -.007 N64 · .. :. , , N63. . N16 . N32.· _y · -.007. Area Loads on Members, Category: LL, BLC 2 : Jive load Joint A Joint B Joint C Joint D Direction Magnitude (ksf) N18 N2 N61 N62 Y -.01 -/?'-::::.,\=::.:; ·::·· N62/\? \tf·,/-:.;: \:f\,)(}?}:.N61'.C:://::"''.'··.'.-/:-:: -::'.:·.·: ·.-·· : .-_. : .. ·N 10 .f. :,.: ··=:· .,.···.::;-:. ·:. \._":-::.:.::::::::. :=}_N.26:',\':::;: ·' ?\/,::/ ·t':::;:/y.·:\/'· : :·\\=:::'.-.._.01:'::-\i.i: N26 N10 N63 N64 Y -.01 · .. :<,;,:.;.,-;-:::·. N~:4,\:-,:-=::.:\\=\.-·. ,·\,·,~<·::::,-:::,:·:.::. N~~ :: :',·'.:::.,::: :, · .. .-·/ · :: · ·: . NHL.-· :· . .-. .-_. .. :· .. · .:· .. , .. : .... , ::.· ... .-;:. N32· _._-:::.,·:·. ·· .. :_.::,::-=:._ .,:.-,/.::Y) .. :.,, . ..:.'. .. , \:::·:':.:?· .,01:.,:::.:::.:(·· Dynamics Input Number of Modes 3 . Load Combination Number\ ... ??· ·/".'..-'J/ ,:.· ::-: 4 ·i, .tll-·--_-.. , ... .-· .. : · ···' · .. i : .. · .. --.: :.,-:· ·.,.--'.:: .. .-: Acceleration of Gravity· 32.2 (ft/sec"2) . · .. :.: .. .-·:·-:·/:· ·.:·:. Conyerge Work Vectors No Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor I 1 I dl+II I y I I I I 1 DL .1 LL 1 / ·":2:\ l/·t·:::',f-:CIIJll+~x±';·3sti';·='::·,=:'t\J·:=.\t:· l·':.'i.' 1"'.·::-·· 1 -:;-=.::-:::: .,:. 17.1:.::.-' /t: D.L:'."< '?t.1·\t: t:::'.} U:,/''::":-. ·:':=::'_:·1 ··=-=-r. [· 'Y<:SX{\: "\304}· ·//:t$Z=t(:: ?{098\. . ·; .. _ · .. ; · _:: :· ·: .. . ---:· ... ::·: . .. · ;:·· :: :.--··. __ ·;:·:·=.-;.=::.:·=· :;.:-.· ·:::··=.:-::·-:::· ::. --;;:=:=-.: ·=:,-f/:;\:. ::.:'.:r::=·:::)}::;: 1..~ ... ..I. ........ s!!:l:11:'.:~?'!:::~~~-· ... _.JY . ...I. Y ... 1 ..... .1.. . ..1. ... 1 ......... PI:,. ............ 1 .... _ .. 1:-.L .... __ J ___ ... _Jg_. __ ·---~?.Z... -··---~~---.091 I ·4· I. _-_,: .. di .. •.· ·.: .. ··.1.Y 1·. :I ·.:. I 1 · 1 .. '.DL. 1 .... •' ::.· .. . '• ... :.·. I 5 I rsa(x) I I I I . I 1 $X 1 RISA-3D Version 4.5 [C:\risa\020418a.r3d] Page 14 Company . Designer : jon Job Number: 020418 Class One Technology -Clean Room Envelope Joint Displacements Joint Label . -X Tr~n~tate Y Translate .ZTranslate X Rotate {in) Le (in) Le {!!!). Le (radians) N1 max 0.000 2 0.000 3 0.000 3 1.863e-3 min 0.000 4 0.000 1 0.000 4"' 3.338e-6 N2 _max_ .02 2 0 3 .016 3 2.122e-5 ···---·--··-··-·· ... ·············· . ·······-·-o·-· ······. ·,r·_ ...... cf ..... ··1 .. '"6 ·····-""jf" · 1°.049e-5 .. min N3 max 0.000 4 0.000 1 0.000 3 1.624e-4 ·········••••h-••••••••"·····-····-······ min ······0.000 ...... . . 2 ·----·cr-oocf ···· ··r 0.000'" ···r---5.88e-7 N4 max .02 2 0 3 ;019 3 S.294e--5 miri,-. .-.. o·, .. 4: -0· 1 .. . 0. : 1 , · 7.529e-6 · NS max 0.000 4 0.000 1 0.000 3 2.241e-4 mib ·0.000 2 0.000 1 0.000 4 -1.015e-6 .. N6 max .02 "2 0 3 .027 3 1.484e-4 min .. .. ·O 4 0 1· .0 .. 1 1..433e~$-.. N7 max 0.000 4 0.000 ·1 0.000 3 2.86e-4 ... , . .~· :: min·· ::_.: 0,000 :·._: 2-· .. 0.000 · 1 0,00_0· "'.I :i.4.9~Se.::J-.. . - NB max .02 2 0 4 .034 3 2.437e-4 .• mifi-. :·.··_-._i_Q ._. _.4·_ O· 1 O··. ; . ·1 . ·1 :888~:"5_.· .. .. N9 max 0.000 2 0.000 4 0.000 3 4.658e-4 .. min .. 0.000 · .· ·4 0.000 1 0.000· 1 ·. -e.2e1e".4 N10 max .02 2 0 4 .042 3 4.767e-4 min 0 4 p 1 0 4: 2.139e~4 N11 max 0.000 4 0.000 1 0.000 3 4.121e-4 min 0.000 --2 0.000 1 0.000 1 ~1.042e-6 . N12 max .02 2 0 4 .049 3 3.802e-4 ·----~----·-· ..................... ······ min -··--·---o--··--··. ·-·,r-·····---·-o ... -----"i"'" ·····----·o···--··----·1·· 2.351 e-s··· · N13 max 0.000 4 0.000 1 0.000 3 4.728e-4 ··---···-· -·-·-···--·--··--· .. --..... --·m1n---·-0.000·---'""i"' ·-··o.ooo··· ····1··--..... , 0.000-··--·r---2.17e-6 N14 max .02 2 0 4 .057 3 4.126e-4 min 0 4 0 2 0 1 2.3288-5 N15 max 0.000 2 0.000 4 O.OQO 3 1.949e-3 .. min · ·.O.OQO 1 0.000 2 0.000· . . 1 .-4.626e;;4 N16 mijx .02 2 0 4 ,064 3 1.061e-4 -.. .. min. .. : . 0-·;.-· 4 .0 2 0 .. 4 ~.722e-s· .. •. N17. max 0.000 2 0.000 4 . 0.000 3 _1.85e-3 ... min·' .-.'0;000 :3. ·o.ooo $ 0;000 : 1 :.7.178e-6 N18 max .014 2 0 4 . 016 3 -1.049e-S .. min· ·-.OQ6 3 . . . . 0 3 0 .1 ·-2.4e-5 N19 max 0.000 3 0.000 1 0.000 3 1.666e-4 ... min 0,000: 2. 0.000 1 . ' 0.000 . .4 2.£?37e~7 N20 mclx .014 2 0 -4 .02 3 2.589e-5 min -.006 3, ,0 3 0 4 -1.611e:-5 N21 max 0.000 3 . 0.000 1 0.000 3 2.278e-4 min 0.000 2 0.000 1 ·o.ooo 4 4.611e-7 N22 max .014 2 0 4 .027 3 8.36e-5 .. mi_n -.006 3 0 3 0 4 -3.146e-5 N23 max_ 0.000 3 0.000 1 0.000 3 2.864e-4 ·---·~---------·---·-· -· ________ .. _ ·-0.000 _ --·2··· ···--·0.000···-··y· .o:ooo --4 ··-1.329e-7 min N24 max .014 2 0 4 .034 3 1.571e-4 .... _ .. , ........... ,_.., ________ , ........... min -.008. ··3·--.... 0 . .. 3 .. --·······--o······-·---··-4··· ·4.114e-5 N25 max . 0,000 2 0.000 4 0.000 3 1.12e.:3 -·· min· -: 0.000. -3 0.000 3 .-0.000. .4 ~.907e-::4· . . .. N~6 max .013 2 0 4 .042 3 -2.139e-4 .. : • :·,. : • < _:.~: •• : :: • • '• . .-_min: :·=,:··-·.0'06· :. _3_: 0 : ·3 .. o .. . 1: -4.665e-4 RIS,A.-30 Version 4.5 [C:\risa\020418a.r3d] Le 3 4 1 -··4···· 3 ... f .... 3 _-4 . 3 1 3 4 3 ·.-r 3 ·:4:: . 3 .. 1 :-. 3 4 3 1 3 ·--4-- 3 1 3 4 3 1 :·· 3 4· 3 1 ... • ... 4 3· 3 4.·. 3 ~ ... 3 4 3 1 3 April30,2002 4:51 PM Checked By: __ Y Rotate Z Rotate (radians) Le (radians) Le 3.982e-5 1 -1.455e-5 4 ~5.47e-5 . 3. -2.379e-3 2 5.416e-6 1 9.328e-6 2 -t.521e-4 --·:r· -3.3750-5 ·-r· 0 1 -8.388e-7 4 ·-·--------o···--------····1···· -1.701e-4 ... i ... 9.772e-7 1 8.781e-6 1 -1..777e-4 -3 3,061e-6 .. 2. 0 1 -7.737e-7 4 0 1 -1.6990-4 2 1.217e-6 1 -2.094e-s· 4 -1.691 e-4 3. -4.654e-5:· 2 0 1 -6.785e-7 4 _: ... 0 : :.1 ~1.s~7e .. 4 2 -2.1_89e-6 4 1.952e-5 1 -1 ;6420-.:.4. ·3-·-, .: .. 9.47¢:.6'.': ,--4 1.0Se-5 1 -9.111 e-6 4 --3.6088-5 ·-3 ;;.1;7aae.;3--=2 6.377e-7 1 3.11 e-5 2 -1.654e-4 3· 2.002e-6 4 0 1 -5.658e-7 4 0 1 -1.694e-4 2 7.273e-6 1 -2.044e-5 4 -1.832e-4 ··3··---5.457e-5 -2·- 0 1 -4.933e-7 4 0 1 -1.693e-4 2 -1.073e-6 4 4.364e-5 2 -1.488e-4 3 1.922e-5 4 -1.38fe-5 4 -1.072e-6 1 -1.585ew4 ,.3--4.343e-3. · 2 -4.357e-6 4 1.313e-4 2 ~1A51e~4 3 · 3,54e-s· -.-·4 -1.808e-5 4 7.113e-4 3 :-1A67e-4·. -3_. ·::.1.ssse-a: ·:--'2. -2.473e-6 4 -6.94e-6 2 _4.891e-4 ·3 -5.0438-5 3 0 1 5.202e-5 3 0 1 -:1.12ae-4 ·2 -4.726e-7 4 1.168e-5 3 -1:831e-4 3· 3.$4e-6 .. 4 ·o 1 5.206e-5 3 0 1 -1.127e-4 2 -5.42e-7 4 -2.094e-5 4 -1.617e-4 3 -4.5e-s 2 . 0 1 5.211e-5 3 ··4---·-0 ··---·-----r--·-1.125e-4 2--· 3 4.812e-6 1 2.e-5 3 1 -1.ss2e.:-,r . --3·-· 9.47e-6 4 3 -6.116e-6 2 5.442e-4 3 .4 , · -~4:1e:-5. ·-·_3 :-:1:1_88e-3 :-2 4 -3.173e-7 4 2.3:35e-5 2 1 :. · '.~1 '.67e~4 : ·:3·· . -2.0618.-6 :3 Page 15 Gompany : .,• D~signer : jon Job Number: 020418 Class One Technology -Clean Room . ' Envelope Joint Displacements, (continued) Joint Label X Transate YTransate Z Transate X Rotate (in) I Le (in) Le (in) Le (radians) N27 max . 0.000 3 0.000 1 0.000 3 4.136e-4 min -0.000 2 O.OQO """f"'. 0.000. "4 4.878e-7 .· N28 max · ........ 013 ______ 2 0 4 .05 3 2.853e-4 ......... .. .... .... ··•··· ... ...... "3"" ..... ·o .. 3 .... , "tf ... 4 .......... ' ............. min -.006 -4.876e-5 N29 max 0.000 3 0.000 1 0.000 3 4.739e-4 ------···.-·-----------.-·-· min 0,000 ···2··· ..... 0;000 _____ "'f"" ·····o.ooo··----···:,r-9.006e-7 N30 max ,013 2· 0 4 .057 3 3.J71e-4 -.. min -.006 3 0 3 0 4 -4.568e-5 N31 max 0.000 2 0 .. 000 4 0.000 3 2.885e-3 .:-min -.· 0.000 · :3 0.000 2 .0.000 4 2.556e-4 N32. max .013 2 0 4 .064 3 -3.221e-5 .· ·:---:---·: ··:·. \. ·:···: ·min·· ·<::.:·.ooe .-. 3. 0 .. 2· .· .. _=. 0 1· --e:1ase-s .. ... ,; . . N33 max O.OOQ 4 ·o.ooo -1 0.000 3 1.356e-4 ··:··· .:::·.= :::·· ·· . ·,·,• ·tnirf :· __ :_,O.QQO::'--'2_·. .0.000 1 · : .. :-0-,000i·,: ·_4·.-: 1-: 996e,;8 :· . -. N34 max .021 2 0 4 .016 3 3.143e-6 ·. .. .. .: .. • . .. . . min:: .. :,_._: .. ,:-:-:=0.(·· 4 ·O. _.1. ·;·.:Q.:·/':· -4;·. ·=':2;,799e~e . ··:··· .. : ·- N35 max 0.000 4 0.000 1 0.000 3 1.355e-4 : -· min ,::-O.OQO --_. ·.-2. 0.000 1 : 0.000 .-1 . : ~3.058~-8 -. . • N3(3 max .018 2 0 4 .016 3 8.194e-6 .. . rnin .. o_._ ·4 0 3 0 • . 1 1.62.Se-6 . . N37 max· 0.000 1 0.000 1 · 0.000 3 5'.304e-4 -min 0.000 2 o~ooo 1 0.000 4 1.958e-7 N38 max .021 2 -.001 4 .064 _ 3 1.372e-4 min 0 1 -.015 -·-:3'-··--· 0 ··---"'"4 ···-2.67e-5 N39 max 0.000 3 0.000 1 0.000 3 5.297e-4 •••••.,•••••-.••••••• •• •••••,. •u•••••" "min'" ·-··o.ooo'·--·· ... 2 ... --···cfooo · ··r·--···o.OO(f .... --·1:--· -3.482e-7 N40 max .017 2 .012 3 :oa4 3 3.396e-5 min . .. . .. 0 3 -.002 1 0 1 ~5. fle-5 N41 max .02 2 0 3 .OH} 3 -:-4.898e-6 .. min. ·._._.-:. ::o .• :4 0 1 0 1 -2.073e-s. N42 max .02 2 0 3 .015 3 2.457e-5 Le 3 4 3 ....... , .. 1 3 ---4-· 3 1 3 -4 3 1 .. 3 ,.:4·: 3 April 30, 2002 4:51 PM Checked By: __ Y Rotate Z Rotate (radians) Le (radians) Le 0 1 5.207e-5 3 0 1 -1.1248-4 2 -3.24e-6 4 -2.044e-5 4 -1.742e-4 ---·3··· -5.078e-5 ···2·-- 0 1 5.212e-5 3 0 ·7--1.124e-4 2 1.63e-6 ·1 4.281 e-5 2 -1.363e-4 3 1.922e-5 4 3.551e-5 1 7.417e-4 3 -1.012e-4 3 -1.549e-3 2 1.09e-5 1 1.075e-4 2 ~1.491e-4 -3._ 3.54e-5 · . 4 0 1 -1.774e-6 4 --,:__-:'()'.":·.: 1 =-_-:::1,712ei4. -·2-:: .. 6.719e-6 2 3.23e-6 1 : -:1_ :, ~~ :346ew4_ ·3 ;.2,1_94e-5 -.-2 : 3 0 1 -1.774e-6 4 . '1 . .... 0 ·. 1-_. :-1.527e:.4 2 3 -2.187e-6 4 3.23e-6 1 4· -1.731e-4 3 -2.304e-5 ·2 3 0 1 2.056e-6 1 4 0 1 -1.724e-4 2 3 3.152e-5 2 2.435e-S 3 4 -1.255e-4 -a··--5.706e-6 4 3 0 1 6.486e-6 3 "f""' ------·-··o·--·--····· ... 1 . -1.412e-4 ---2°- 3 9.780-6 1 9.604e-6 2 "1 -1.559e-4 .. -3.234e-6 3 3 3 3.982e-5 1 3.247e-5 1 1. ·:-S.47e-5 3 :-1.474e-5 2 3· 6.342e-5 2 0 1 .. ··.; :.· .···.~··:_._ .. :t: ·mW; ':,::':·r.o)\:_\ .. ·_ :-4_·.: -.. o---.. 1,. -:-.,-_":00.1.-., .. ', :_1,:-; 1:764e".e,,.-·':4''.'.·· ·-t 8$~8;"5 ·. ::."3-·:' -s--_=:-::.o :/·t::_. -·-1--. ... .-: .. _:: .::._.:· l • • • • N43 max .02 2 o. 3 .012 3 1.363e-4 3 1.118e-4 3 0 1 ' : ··· .. ····.· . :-... ·: min-_. ·-:-=-=-:o =-:--.,4-.·.: .0 . ·-·1. .. ·· ':'.004 ·-·-1 -1-~748ef5·· -4=-· :2:S81e:::5, . "4:: ·:::-.-·-: 0 .. :· .· .. 1 N44 max .02 2 0 4 .007 3 2'.661e-4 3 1.047e-4 3 o· 1 .. min' __ ··, . .-o .. , 4 0 1 :·'.-:-.006-. -1 .· 2.947~~5 4'-9_.923e-6 ·.4 : .0 :"°",·, 1, N45 .02 2 0 4 .. .005 3 2_.118e-4 3 1.05e-5 1 -7.505e-6 4 max ... ·· .-min __ ·· .=·o·· .. 4 0 1 .. '--,007 J · .. 3,4aae.:.4 ·:_1":,_ ;.3,608e:-5 _-3 . · .. 1.4sse-3 -· 2· .. : ... · .. ·-.. N46 max .02 4 0 4 .007 3 4.028e-4 3 1.561e-6 4 0 1 min 0 .4 0 2 ·.007 1 3.465e-5 ·4 ~1.004e·4 ~ 0 1 N47 max .02 2 0 4 .012 3 4.085e-4· 3 -1.569e-5 4 0 1 min 0 4 0 2 ·.006 1 2.775e-s 4 -1.182e·4 3 0 1 N48 m~x .02 2 0 4 ,019 3 7.201e-4 3 -1.381e-5 4 -3.393e-5 4 -min 0 4 o· 2 -.004 1 2.955e-6 4 -1.585e-4 3 -1.333e:-4 2 N49 max .013 2 0 4 .016 3 3.448e-5 3 -1.808e-5 4 5.149e-5 3 ·-------· ----··--· ...... ---· . ·-·--'a"" . .... . .. 0 .......... --~f .. --····o --·-... 4 ..... ··-4-· -1.467e-4 ":f--I:495e-6 2 min • -.006 1.021e-s NSO max .013 2 0 4 .01-8 3 1.204e-5 3 -2.574e-5 4 0 1 ·---·--·----·--··-·-·-·--·--· "min ---.006 . --3·-· 0 . ""3" . -·---·-0 --------· --4----s.so1e:a 2 -1.066e-4 3 0 1 N51 max .013 2 0 4 .02 3 5.346e-5 3 -3.394e-6 3 0 1 :-:·· .. min .:..006-.·.· .3· . .. 0 3 .002 4 :-3.84~e-5 1 -5.674e-5 1· ::.0 ·1 . . . •. , ... ·. N52 rnax .01~ 2 0 4 .019 3 1.319e-4 3 7.118e-5 3 0 1 ... :.:= .. ·>::~: ·: . .-._: .. : ·;.·· , -min · · ·::-.:-:..:.:006 :/'. , 3_: --, .. ··.-_O .. '. .. 3 :'_.OQ3·:._ _4:. f6.487e'"s .'-.F-· -~2.126&-_5_ ·, ... 1..:-: . .::-t;· ·/.):: 0:-:_:''f(,' -N53 max .01.3 2 0 4 .018 3 8.993e-4 3 -6.116e-6 2 4.423e-4 3 RISA-3D Version 4.5 [C:\risa\020418a.r3d] Page 16 cfompany : Designer : jon Apri! 30, 2002 4:51 PM Job Number: 020418 Class One Technology_-Clean Room Checked By: __ Envelope Joint Displacements, (continued) Joint Label X Transate Y Transate Z Transate X Rotate Y Rotate Z Rotate (in)_1 _le (in) Le (!n) Le _ (radians) Le {radians) Le (radians) Le ,....,....c------,--,---,-m-=1-n...,..·~-.--'="o-±eos---.-=--,3,--,-~o--3 .Oo3 4 . 1.573e-'4 4 -4.7e-s 3 -9.667e-4 2 N9.~ __ ,max .013 2 O 4 :02 3 2.596e-4 3 1.983e-6 1 O 1 ,___ ·min -.006 --· -· 3 ··--··--. 0 3 .003 4 -7.35e-5 1 -8.96e-5 3 0 1 N55 max .013 2 O 4 .023 · 3 3.021 e-4 3 4.035e-5 1 O 1 min· -. __ .. _.ooe 3 ·o 3 .003 _ 4, -5.5413e-s 1. -4.484~-5 3_ o __ . --_1 N56 rnax .013 2 O 4 · .027 3 7 ._114e-4 3 3.551 e-5 1 -3.393e-5 4 -_ ::-.-·:_:··_ ·.'·-·Y:>· -,_...,; min .-:::.-·;i;ooa.':'>3 · o .--.-.. · 2 .-.· ·:.-: .002···:=-::.-':4:-i -~_5._356e-e ·-·1-::. ~_1_;012e-4· ··_a:.: ;;;1:084~":4.'. -2,: N57 max .02 · 2 0 4 .016 · 3 0 1 7.382e-6 1 2.49e-5 3 ·. -.--'-\ . .-'--.::, -. --.. _. :·. -:\. ,m1n·--·_:,:.:.::,=:·::o-.:-:,-:=-=·-:·:,. · Ar ,_-.:: _ _. o r----· .1.. · :-:::··-/0·\/::,\ ---rr;:· ··.t-::-:/Jt;-:r·-:-::-: ·.-_,_1 _,-> ·_.J7Se4:.: . .--:··3·,:-_5._301e:-6.--.:-""4-::_ N58 max .017 2 O 4 . _ .016 3-O 1 -3.275e-6 4 1.189e-5 1 -= · ._-·:·,·:·--:·:·_,··._;.-_ .. ·-,: ·.-: , :_ '_iniri ·, :··.:::.-:--:·o\:'·--··: ·. :.4··· :, ..... ·.o :.--·.--.: ·: ~-· -· .::-:? o----.. ,.-·_::--:A·:· ·::-:.::\:,::o _ ·,,--:--,_ · ··--·1 ·,:, ;.1_.9!32e:.4---· --3-::-,:· ;:;~_o4se-6· _:.-·.3-' N59 max .019 2 -.001 4 .019 3 o 1 -6.706e-6 4 -8.723e-6 4 .. ·' · ·: :.'·:·---'-.. :·:',,·rt@. --:·::·-,/0 '.'.::'./ -::1 :. --..,:-... 015· . .-,· · 3_: -··.·· .... 0Q4":' ·:_ .'J .. ,/'.-"'-·:0\·_ .. _ · 1,-·-' :-1 .387e~4 _-3.-·, -5,082ei~5 .. ·2,- N60 max .015 2 .012 3 .027 3 O 1 2.e-5 1 -8. 723e-6 4 "/::--<:·-·: __ /. ::'-::.:-, · n,jt,.' <-:--;;:·,002::::=· -·--,3::'--:._ · .;_OQZ · ·: ·-1 ·.-: .002.--:· ··:·4 ·.-:-::::-:::.= .. o::--···:.-·-=--: :· -1 ::·. ·-1.167~.,.4---.-3 -·-: :._4.801_e:..s: · .. 2·, N61 max .02 2 O _ 4 .029 3 3.881 e-5 2 -3.605e-6 4 9.825e-6 · 1 --. .-:-',··_._.-__ · .· .. _ -. ·,_ ·min· :_--:.f.(Q/: .. :_.,:. :4 :: · :.<002·_ 1 .: = .o. __ · ... -:1. ::1,53._Q~~s._ .4-:.---1.646e~~t ·:,3·_: .-2;315e:::5-,.2 N62 max .014 2 O 4 .029 3 -1.539e-5 4 8.012e-6 1 1.859e-5 3 min -· -.ooa 3 -.002 3 o · · 4 :.3:eaae..:s ··2 ·-, -1.352e-4 3 · ----1 ;29e.;.s·' 2 · N63 .max .02 2 M,001 4 .053 3 4.703e-5 1 · 2.82e-6 1 -1.569e-5 4 min. .0 4 -.003 .2 O _ -1 2.331e:.s -4 -t.56e-4.· 3 -7.178e-_5 . 2 N64 max .014 2 ·-.001 4 .Q53 • 3 -2.331e-5 4 -1.081e-6 4 -1.569e-5 4 . min . w,006 .. _·. 3 . -.003 2 O 4 ~s.9aie-:5. 3 · ~1,552e-4 _ ·3 -5.962e-5 2 Envelop_e Reactions Joint Label X Force Y Force Z Force XMoment YMoment ZMoment {15) Le {152 Le .(k) Le (k-ft) Le (k-ft) Le (k-ft) Le N1 max -.008 4 1:638 1 -.004 4 0.000 1 0.000 1 0.000 1 :· (:=.-/./?}i:J:=·:/L)'.!,-~:.=·?·(::t?. 'Jniff, ?t=J:$$(l/·=t· :-JZ-.-·. ::=/\\5,9.i:"l){ /$.":":: ::-:::\:/.!5.03.-:<=:::· /,3·_-:'-</ o·;QOQ}?:,; (J/'\ /\0;0Q0\)· :'\1::( ·(t0_.000){ (J-:''-· N3 max 0.000 2 .01.2 1 0.000 1 0.000 1 0.000 1 0.000 1 -: . •,::·· ·.·.: •, ,:.:::-: rftili,-,i.0.000.::::. ·,A-··_ .. , .. ,012,: '1-: : 0.000 ,:· .. ::,.3 .... i.\O._QOO.·-\ ':.-1_ ,:_:.: '::..,: o .ooo.--·::-r: ·:':1=--··_ ·._;.-: 0.000:;,::=;t {:1 -· .·-· ._ .. . : ·:-: : ~-.. . ' .. . . NS max 0.000 2 .012 1 0.000 4 0.000 1 0.000 1 0.000 1 min 0.000 ·4 .012 1 0.000 3 0.000 .1 o~ooo 1-0.000 1 N7 max 0.000 2 .012 1 0.000 1 0.000 1 0.000 1 0.000 1 .. ·. ... · tniil, :-'' 0.000-· 4-, ·.012 -1 -0.000 ·3 O.QOO ·.1 0.000 ·.1 0.000 /i· 1 " N9 max o· 4 1.759 1 .Q76 1 0.000 1 0.000 1 0.000 1 min: ·-<O~--· -2 ··1.175 4 -.069. 3 0:000 .. .). 0.000 .. -1 0.000 ··-1 N11 max 0.000 2 .012 1 0.000 1 0.000 1 0.000 1 0.000 1 ·_. ·min 0.000 4· ·:,012 1. 0.000 3 .-·0,.000 1 .0.000 r 0.000 :1 N13 max 0.000· 2 .012 1 0.000 1 0.000 1 0.000 1 0.000 1 .,. .min. -· 0_.000 ·4-·.012 1-.. 0.000 3· :_ . .-o_.ooo_ .L ·-: 0.000 ·, .. :. .-1.· : __ -0.000. -__ ·_ ,:1 .. .-: -· N15 max ,017 1 1.6(?5 2 .126 1 0.000 1 0.000 1 0.000 1 ,. : . ·-·.: : -· .. min-. .;;;~~s:--:·.-2 :' .941 "• .· ·-4 ~.331-.'. ·3·:_--·,·-·0.000, .. ? ·-.-,1;:-, ·_:.:_:o,ooo ._,-'·1} :···_:-0.000 _:{._: :·.:-,1./ N17 max .178 3 2.478 3 .008 1 Q.000 1 0.000 1 0.000 1 . , .. nilli . ;:.427" · ·2-··1:12s· ·4 <488 . 3 ··o.ooo·: . 1 · . :· 0.000·--1· 0.000 _.-1.' .. N19 max 0.000 2 .012 1 0.000 4 0.000 1 0.000 1 0.000 1 min O.OOQ 3 ,012 ·1 0.000 3 0.000 1 0.000 1 0.000 1 N21 max 0.000 2 .012 1 0.000 4 0.000 1 0.000 1 0.000 1 min 0.000 3 .012 1 0.000 3 0.000 1 0.000 1 0.000 1 RISA-3D Version 4.5 [C:\risa\020418a.r3d] Page 17 ... ) \ Company Designer_ : jon Job Number: 020418 Class One Technolol)y -Clean Room April 30, 2002 4:51 PM Checked By:_ Envelope Reactions, (continued) Joint Label X Force Y Force Z Force X Moment YMoment ZMoment tk) I Le ill Le (k) Le (k-ft) Le (k-ft) Le (k-ft) Le N23 max 0.000 2 .012 1 0.000 4 0.000 1 0.000 1 0.000 1 · .. ·.·'···:· ·:·· ... :·:·-::·: \::::.':··-: .. :.:.:·: :hlhi· ··:,:t o;ooo -::< ··:3:: ·.-._·:-··;012·' ·1 .-.0,000:-:: ·3 . .. /0.000 · ... ·· . ·. 1 ··:.-·:'--':0;000".\:' . ·,_._1 ::, ._::.: 0.000_-;:,: ··, 1.; N25 max .027 3 2.153 3 -.036 4 0.000 1 0.000 ·1 0.000 1 ~---------·--min ~.oa-··· ·--~r ···_ 1.11s· -· 4 -.221 3-·-0.000 1 0.000 1 0.000 1 N27 max 0.000 2 .012 1 O.OQO 4 0.000 1 0.000 1 0.000 1 ------· min 0.000 --3"-····-·.012 -·r·' 0.000 --··· ·-3 0.000 1 0.000 1 0,000 1 N~9 .max: 0.000 4 .012 1 0.000 4· o.poo 1 0.000 1 0.000 1 min. : -0.000 3 .012 1 0.000 3 0.000 1 0.000 1 0.000 1 .. N31 max .211 3 1.825 2 -.07 4 0.000 1 0.000 1 0.000 1 . . ·:, riiili . ·: .. -.388'·.·· . ·2 .. , :-.941 .4 .-... 585 ... $ .0.000 .-· . 1 . ···_o.ooo :-: 1 ·. 0.000.-.... .-.1 .. N35 max 0.000 2 .012 1 0.000 1 0.000 1 0.000 1 0.000 1 min _··::-0.000.-4. .012 1 0.000 3 0.000 1 0.000 1· 0.000 .··. 1 N33 max 0.000 2 .012 1 0.000 4 0.000 1 0.000 1 0.000 1 min ··0.000 ·4· .012 ·1 0.000 ·3 0.000 1 0.000· 1 0.000 1 N3.9 max 0.000 2 .012 1 0:000 1 0.000 1 0.000 1 0.000 1 min ·. · 0,000 -~ .012 1 0.000 3 0.000 1 .:.0.000 -1 . 0.0()0 .. 1 N37 max 0\000 2 ,01~ 1 0:000 4 0.000 1 0.000 1 0.000 1 .. .. .... _:. :· .. miri" '\, U.000 .· _·, -· 1 .. . ·.012. 1 ·o.ooo 3. : .. 0.000·.· 1 .. _··-0.000·. · .1 o_.000 . .-.-_ .r ... . ~-•,• •. Reaction Totals : max 0.000 1 9.779 2 0.000. 1 min. . :\-,-2.195. · .: -.2) -:.··6.655.·.: 4 -2.197.:: . . _3 .. Envelope Member Section Forces Member label Section Axial Le Shear y-y Le Shear z-z Le . Torque le Moment y-y Le Moment z-z le I .. rvir···. 1 max . ···:rt1a . 'f .. ci~s 2 ~:6~64 4 (kt)_ ..... ···1 . -(kit 1 .... J~t)___ __ ..... r· min .59 3 ,---=.oc'=:-o-=-a---1~4-;--1--_-=_s=o-=-3-1·--:3::-+---=o,--...._......,1,-+---=o---+--1-+---0--+-~1-i 2 max .015 1 O · 4 _ O 3 0 3 O 1 O 1 min .009 3 O 2 O 4 o 4 o 4 o 2 3 m~x -.007 1 O 4 O 3 O 3 O 1 O 1 min -.012 3 · o 2 o 4 o 4 o 4 o 2 . min. · .. 012 · .. 1 o t o 1 . . :o· : .. 1 :=·1-': o · 1 o : 1 ~ _ rtiax, .. -_,._'.006 ,·. 1 0 1 . 0 . 1 .·. 0 1 .. _ 0 .. · 1 _ ._ .. 0. 1 ._·-:_, iriin·:-::·.=:: .. 006:::· _,.1'. ... 0 · -···: 1 .. ·: ..... 0 :· ·.=. -·-1-· .:·:··.-·,:O·. ::_-::'.. ··--1., \--:::-,·.O::;:_.-. --.:.1 :. :.:·i·,.:o·,::.:=.=;-:.:: :;·1=- . ·'3_ -· m~x ::/=)-.Q .--:·-·. _. ·1· . .-. ,-o · .1 . · . ·o ·=: .··. .1 . .-_. --.-:-,·:,o··,-/>: .. T=, ,->··, o_-·.:· .. '-::· 1--.:==./-o-,.-:,:.:-·:/:· -.:.t-·. . . :mirt <:.:-/,.:.0. · .. :· ::':. .... f. ·_ .. 0. . . .1 ........ 0 .... · ... .1. ...... -'.: .. ,.:.a ..... ::--.-. · 1 .-. > .. 0 ·.· ·: .: .. 1.·.. ..-.: .. o .:.:.·.,:.:-·. . .. 1 .I . M3 1 max .012 · 1_ O 1 O 1 O 1 O . 1 O 1 min .012 1 O · · 1 O 1 o 1 o 1 o 1 2 _max .006 1 O 1 O 1 0 1 o 1 O 1 min .006 1 o· 1 o 1 o 1 o 1 o 1 3 max O · 1 o 1 O 1 o · 1 o 1 o 1 min o 1 a _ · 1 o 1 o 1 o 1 o 1 1 · M4· ·· · · 1 · maK .. =···:,012·.·-·: 1 · -· -·. o · · 1 · o ·· ·1-.-······_._-.-o··.-····,·-·· .. ,, :· .--.,·-,-_-,·.-o:::.,·=,-,=-._ .. ·_1·.;·· .··,-:=-=·o·:···,,:=:-_;-;-·_-·::r: min .012 1 o 1 o 1 o 1 o 1 . o 1 2 max .006 _ 1 a _ 1 _ o 1 o 1 O 1 O 1 min .006 1 o 1 · o 1 o 1 o 1 o 1 3· max o 1 0 1 . 0 1 o 1 0 1 0 1 min : o . 1 o ._ _ 1 o 1 . o 1 o 1 o 1 I _M~ 1 max 1.759 1 .09 2 .076 1 o 1 o 1 o 1 min 1.175 4 o 4 -.069 3 _ o 1 o 1 o 1 2 max .921 1 o 4 . O · _ ·1 .002 3 .012 1 O 4 RISA-3D Version 4.5 [C:\risa\020418a.r3d] Page 18 .Company : Designer : jon Job Number: 020418 Class One Technology-Clean Room April 30, 2002 4:51 PM Checked By: __ Envelope. Member Section Forces, (continued)_ Member Label Section , Axial Le Shear y-y L_c Shear z-z Le Torque Le Moment y-y Le Moment z-z . Le min .6~4-_ · -·4· ·-·-.-&~~r-···· : ·-2--·· ~~) ___ .... ·~4-·· ···-···(~tt> __ 4 -~ ~~~~ 3 -·::~~~--r 3 max o 1 o 4 0 · 1 .002 3 .012 1 .041 2 ·· ··· · miii ·· ~.ooa · · .. · .r · · ':'.01.ii-· 2 · .... · ·o · ...... · ·;r · ·· .. tj .......... ·· ~i:-··-···.oo~r-· · ·-°3 -· · ·· -·er-·---~r- r-·Ma 1 max .012 1 o 1 o . 1 o 1 o 1 o 1 min .012 1 o 1 o 1 o 1 o 1 o 1 2 · max .006 1 O 1 O 1 O 1 o 1 o 1 min .006 1 o · 1 O 1 o 1 o 1 o . 1 3 . max ·o ·.·. 1 . . o 1 . . · o .-_-. . 1 ..... , .o . ., 1 o. . 1 ·. .· o . . 1 -.:··· :.-. min_: :i:\:' .. 0 .. ,._,::... .1 . , ... : ... ·.O. ..1. .'.-:-:,. 0 .. ·.,_,_. .... : 1. .. ;::.:·.:-:o ... -,,.,, ........ J .-.· ..... ,.:_O .·,.,... , t.. ...-,,,. 0., .. , .... ,.:-:'. 1 : .. I M7 1 max .012 1 0 1 O 1 O 1 O 1 0 1 min .012 1 o 1 o 1 o 1 o 1 o 1 2 max .006 1 0 1 0 1 0 1 0 1 o 1 min .006 1 o 1 o 1 o 1 o 1 o 1 3 . .max . O 1 o 1 o 1 o 1 o 1 o 1 min o 1 0 1 o 1 o :1 o 1 o 1 f ,· :'·:''.'·/·.-Ma \,<.::i=:-:::: :,'' .. -1,:>::::-JrfaX: '·\/1_,(:}q5}i:. / ~;.:: :c::;::-:\59~·,{/. :::_2::=_:, ·;=;(l~:1_49\?{ :(1 ',? tt:f( 0 ·_,:::,=:= ·: .. ': '':1?. ·-/:{'·/·p ,,:?}>'.=:: ,-::-::1 '.'::., ?'':/L:P.V/f:,t :C:-:·1-:: :· · · /\°,' ··mirf \:=1J~41:.\· _ _.:-.-:4. · ,··, ·-:".017.-:.-. .-:f .:...:.: .. -:3St:' :\ ... 3.-.. ::;: ::.,.: o ... :-.< .. J_:.-·: ·:.:.,: .:;-/-O:·. :. ·. ,. ,:--1 · .. · .. ..:'..-: :0 ... :\:\/ , .. f ,:· ·.2··.··max .. ·,-:,;014· · 2 ... o: ·· 1 · . .-·_o_:·, :: ·3··. _. ... , .. o ... ,:·.: .,3 .. :··,,·) o·.::"°:····.=·-1_· ... ·,_:...~001-:,\-. 4·- min .. 009 · 4 . o 2 o · 1 o 2 -.009 3 -:.004 2 3 max _. . __ -.008 2 o 1 o 3 _. _o . 3 _. . o · 1 -: .. 001 ... : 4 . min :-.012 4 O 2. . O 1 . O . 2 -.009 3 ~.004. , 2 I M9 1 max .03 3 .047 .2 o 4 o 1 .01 2 .051 2 . min_ 0 4 -.049 1 0 3 Q 3 0 4 -.125 1 2 max .141 3 ,-,012 4 .006 2 0 4 .006 3 -.037 4 min .017 A ~.08 · 2 -.004 3 b 3 · ·· -.013 · 2 · -.178 · i · 3 max .044 3 .032 2 0 1 0 4 0 3 -.004 4 min .012 4 -.007 4 · o 3 o 1 o·--1 -.099 2 I·· ·.'·'·.·'·'·M10-:y_:>' -:.,·1 /:·. max=./:.t\044.:t:,··· ·:-:;-a' ... :: __ :-~.001.-::_:.-=A_,: .. _:;; ,,,.,._:=.o .. ::-._:.\,: ., 4·.: :, . .-::,:,::o .. =,.,_=:-:::=''· ·:::._f.' ... t:::::. :;.o:·\.,: .. = ·:·:2--::: .. · .. \:;O~er::-:\ )·2/: .i<>:: riii_h: :\-.:_.-::--.o~.--:';·'· .· .:A:. < ..... 02 ·. · ··.1 ··, ,_-._· _.. ·. o_,:: ·. :. :3 ·: ._.-_·:, :_ .. 0 .. , .. :-:: ... · 3_;::: \.:,:;:::, o_·' ·,, ·:· ·,::1 . .-.: _: . ..:.~:021_::_-:-,_'_, ..' r·, ,,. 2.: .. m~x -.\\065·-: .. , ·. ::-2. · · ._ ... 149·_ -. 4 .; ·: .::;012-=.. ·. -1': i.:-----.. o.-. :::,::,_::,.-: . .-.. 1_.-_:· \:",\0.14 .::. .... :-._:3 _____ :.: .. ,~ .. 212.--:.:,,,,, · 4":.:. · ·. · min, :· :-;-' om·.-·. 4 -46 -· · 2 · · ·-·01 s -· 3 · . .-'-.·-·· 001 ··· ,-:., · a-. ·,,,.-... 011-· · · :·1 ., .-·· -557-_,.,., ·. ·-z_:: . . s.: rn~x· ·_·=.::·:001-... · __ .. '(· ."is3:· ··2 ·_.· .. · .. o· . ··3·· ... · .. ,_. fr" _ .... _--::·3·.-· :.-:.::··_·:ocfr··: ·· 1···,. ·-:,;'.1cis:\::-'•4· min. · .. ·.-.oo"g" ·.: .. 2.. . .034 4 . O ... ·_ .. 2 .·o.. ·1 ·· \;;._oos· : 2 . ~.402 :·_:_ 2 I M11 1 max 2.478 3 .427 2 .008 1 o 1 o 1 o 1 m·in 1.128 4 -.178 3 -.488 3 0 1 O 1 O 1 2 max .02 3 o 3 ·_ ·o· _ 3 o 3 o 4 .002 3 min .011 4 _O 2 0 1 O 1 O 3 O 2 3 max -.QQ2 3 o _ 3 o 3 o 3 o 4 .002 3 min -.011 4 o 2 O 1 O 1 O 3 O 2 I· , ·:-:·:: -:::.M 12 :. ···: ,·: =-:· =::-: V. ·, .ffi}t:X \{f,!W 12'°::'_/':. ·\·1...--.. .:::-:,·-: · · 0 ·· _ _-::'-:::': ._: .f_ __ ·_ ·_,:/-·r:o· .. /,.;·<: : :_.J ;-: : A\\:.--:O · i:.\-:-=-:: _::, 1_.:/ ,:·-\/':':.0.:::\:,/·: :;-:: · 1/=. :·,.::/:}, Q :.::::.r=r:·· . Jlt .-:_·. thin ··---::-=.012.-·._.·'1 o ·1 ....... o 1· ·_'o ·.-,· -1: -·····:o··. 1 -··:·_o·.:··_,· --1··'. 2 ·max ·.· -.006 · 1 o 1 o . 1 ·' o 1 ·· · o 1 o. ·. · · .1 · min .006 1 o 1 · O 1 O 1 O 1 o · 1 3 max O 1 · O 1 0 1 · O 1 o 1 o 1 .min:·. ·o ...... ,1 o 1· o 1 o 1 o 1 ... o. 1 I · M13 . 1 max • .012 1 o 1 o 1 o 1 o 1 o 1 · min · .012 .1 0 1 o 1 o 1 o 1 o 1 2 ·max .006 1 o 1 o 1 o 1 o 1 o 1 min .006 1 · O · 1 . 0 1 -0 1 O 1 O 1 3 max o 1 o 1 o 1_ o 1 o 1 o 1 min o 1 o 1 o 1 o 1 . o 1 o 1 k\'/(:M14:::(/\.:." \?,1{\ m:~.X-:::tr=:;01-2{\/: :-\t:,:: :-,:-:.:::::_:, .o .. :j/f:· \:1.:}, J\f:.O\::f\:'_ ·.\1/: ·:-f:t:::.:O-)f// \:-1:fa' ://:J.;0{\:;:\:: i/1,:.:." .·:/=t:'.'°0-'t,H}} :=\1./t ::··::=:-:.-< "tnirr ?:V'.012::.:,· :::..1 ... ·: =-::-· o·'·. · .. =.-1· ·: ;=-:-: o.+· ... , -.,.1 :· -_:_/_'.:-0.-::, . .-,.-: :::1.·-· ::/?·: o'·;-::-: .. .-.. =:1-: ··,t;:<0 .. =/:=:s ·:·t.=-:· RISA-3D Version 4.5 [C:\tisa\020418a.r3d] Page 19 ' ,., ·Company ....... . Designer : jon Aprif 30,2002 4;51 PM Job Number: 020418 Class One Technology -Clean Room . Checked By:___ _ Erivefope Member Section Forces, (continued) Member Label Section Axial Le Shear y-y Le Shear z-z Le Torque Le Moment y-y Le Moment z-z Le ' (kl. (k) (k) . 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O 3 _. . o .4 -.001 · 4 min '.009 4 o 2 O 4 o · · · 4 ·.a.011 · · 3 ·-.003 2 3 max .. -.008 2 o . · 3 o .. 3 o -. 3 ,_: o .· 4 -.001 . · · 4 .. ·. min .-·_.;. .. 012,· :.4. -o .· ... ·2 o .. · 4 .-.... o.· ·4 . .-_:-.0.11.--. 3 ·-.003·_· ... 2 I M19 1 max .015 2 .01 2 0, 2 o 4 o 4 -.017 2 min -.015 3 -.088 .3 O 3 O 3 -.009 2 -.196 3 2 max .. 03 2 -.012· 4 -.002 4 O 1 .025 3 -.037 4 min :..069 3 :-,066 2 -.014 3 0 3 .003 4 -.148 2 3 max .02 1 .024 2 0 4 o 3 , .001 3 -.004 3 min ~.005 3. -.007 4 0 3 0 4 o 4 -.076 2 I· M20 · · _.1. .. max -:==.:·.01a _.. ··.1 ·_ -.001. 4_ . o . ·.1 ... .-.-o _.,_._. 4.:: ... ·_:-:_::-.o: :: .. 3 .... 01a··: ... .-.,2. · ._.-·, :, :rriirr ·r-. __ .:.·.ooa_,.\,: ··3.,-.:.--.:..024-., '3.: :"·-:-·::o·· .. ---... , .. -_a.: ,:::._::..001.:,.·.>: .. ·-3 __ .-.: '.C':':_:_o/:,:·:.,:: .::2-.. .-.-·_. ::~.042_;.:.t,<:'3 . .- . 2_. ma~: ):/,078 ,·: -:-. ·:_2_· . · .. ;1:4~ · .· 4, . :...002 · .·.-2_.-· . :.-·.,:o. -·_=:'·-· ·-:4.:: .-· ./.()25.,.-: · · 3 ,_.:.212.-... \ ·-4;· min :-·.'···.011;>-_-:.4 · · -.409 ·: 2 · · ;.,029 3. · ..... 001 · _.. ·_3 · .-: ·:_:,-,o .:.,·': · -:·2 :..ss4 .. ·.-, .. · .. 2 a·· max .007 1 .128 2 o, 2 o 3 . .006 ·2 -.105 4 min . ·-.007 2 .034 4 0 1 . o 4 -.001 1 -.334 2 I M21 1 max .028 3 .13 3 o 2 o 2 o 1 .055 3 min .002 4 .06 4 0 4 o 1 -.002 3 .016 4 2 _max .. 013 2 o 1 o 1 o 3 .012 2 -.023 4 min · .008 4 -.003 3 0 3 o · 1 o 4 -.051 2 3 max .003 1 -.0q 4 0 4 0 3 .002 3 .034 2 min --.022 3 -.124 2 · O 2 o 2 o 4 .014 3 I .. M22 -1 :: · max :: ::.01.-: ·,3_ .. 963 3 ._ .... O 2· ·. 0.,' · .. ,2:., ·. : o>: · ... t. · ·._ 1.~79::_:-:_: , a·:: min ... -.006 · 1 .012 4 0 1 .· 0 . . 4· . -.007 .. ·2 ··-.077 ·.: ... 1 2: max· -:.09 ... · 1 o. ( o 1 o · 3· ·.··:.011 2· -.078 ·. -4 ..... min -<::·-:.os1 .: · ··-4 "'.451 . . 3 · · -.oos· > · 3 · · . o .·_ . ·. ·.t · ._:_.: .. 001· :.' · -,1 :··-.156 _., ... , , .. 1 ... 3_ max·_·:,-.'004 ·_:_4· -~913. 3 __ .. ·o · _ _-f_ o, _.-4 __ . ·-o.::"· 1 .. ·-:,043_ .. ,.-_4_ . . min ·,.·::.::,022 . · 3_ -:027 . : 1. · o · .: 2 · o · · 2 ·:·:.:..ooe· · 2. · -1.541:'.:-.. .. 3::. I M23 1 max .012 1 o 1 o · 1 o 1 O 1 O 1 RISA-3O Version4.5 [C:\risa\020418a.r3d] Page 20 Company : Designer : jon JobNumber: 020418 Class_ One Tec.~nology -Clean Roo'!' April 30, 2002 4:51 PM Checked By: __ Envelope Member Section Forces, (continued)_ Member Label Section ,Axial Le Shear y-y Le Shear z-z Le Torque Le Moment y-y le Moment z-z Le (k? w, {k) (k-ft) (k-ft) (k-ft) min .012 1 o 1 ·. o 1 o 1 o 1 o 1 2 max .006 1 -o 1 o 1 o 1 o 1 o 1 min .006 1 ----o-·--1 o 1 o 1 o 1 o 1 3 max o 1 O 1 O 1 O 1 O 1 O 1 min · · o 1 o · 1 o 1 · .. o ---···-· -· 1 --·----o --·--· -f-----o 1 M24 1 . max : .012 1. 0. . 1 · · · 0 1 0 1 0 · .. 1 · 0 1 min .012 1 · 0 1 0 1 0 . 1 0 1 0 1 2 m~~ .: · .OOq. .. ·1 o 1 o·. 1 · o . 1 . ·.o . . . .1 o 1 -:-: min.:· ........ ooa .. .-.· ·.1 o .. 1 ..... o< .. 1 .. o. ·.1 .. o .. ·: .··1 .... ·o.::· .. ,.-.·.1 .:3 ma.>e···:--.·.:.o:.· ... :.t :q.: ·.1 ... ,-... o · ·1, .. ··,,.o :· .1 .: . .-.··.o ... ,.= :1'.·-:· ... o.:··:=.:.·· .. 1. · · ... · .mir.t ,-.,,· o ... ··.: .1 o .1 · .·O' · · 1 ·.o ·1: ·_.. o · ·. ·1-· · o· .:. ·1 M25 · 1 max .012 1 Q, 1 0 1 O 1 O 1 0 1 ----------·--·~ ·-·--·--··· ------·--·-----.. -· --··· .. ·---·------------------------·--· ·------·-min .012 1 O 1 O . 1 o 1 o . 1 o 1 2 max .006 1 o 1 O 1 o 1 o 1 o 1 min .006. 1 o 1 o 1 o 1 o 1 o 1 3 max o 1 o 1 0 1 o 1 o 1 o 1 min · o 1 o 1 O -1 o 1 o 1 o 1 ·1 :·:.·:·· ·:·:'',·= M2e·::--:,.::-:'::.=:::: ·.::::-,.1f:,; iifax: rr:,:xp12.;·rt· )J> ·. =:.':et:;:ot.-.;-2\ : t.1 .. ::,-.-,;\:\: o : . ..=-::=.--·:, ··.:-:.1.-:::= t?.:t.:·o/-.::?-i-:: =:::-:.1:·/ =· trt_-:·:o -':.-:,-:,::-:1-:,:: /::1 .=:!: .-::..=?-::=\o :,'\\/:;::_ ?:1, .. _:: · ·== · .. ·_ .. :· :mlii,· /:::\:012:':' · :-=.1·· ,. o · <··. ·.,1.-: ,::-:. -::::-:o-/ .. ·': .: 1 ... , ·: /·::;;:O.':':,._. ... : .. -::' n-:·=: ?:T: .. :o./···_;<: <r:·., .,,.:::,--,::o :=:·'·t:::-:=. \J.=·,, 2' max.:·-. -·.006: ·. · ·1 o ·1 · .· o ,1-· .. , a· :· ... ·, 1: ,_, · · o,-=., ..... ·r .. ·.·. ·o, .... :·.:·., .... 1. min. . .006. 1 0 1 o · 1 0 1 O 1 o 1 3 max O · 1 . 0 1 0 1 0 1 · ." · .Q 1 0 ... · ·1 min 0 1 0 1 0 1 o 1 o 1 0 1 · M2i .. 1 max .072 2 .72 3 o 3 O 3 o 4 1.172 3 · min . ··.031" . 4 .328. . 4 a·.. 1 .. ·o ....... i" . -~-.602· ...... :f" ... ·:s2g·-----4--- 2 max .072 2 .002 3 0 3 0 3 o 4 -.454 4 min .031 4 -0 1 · . 0 --1 _.,_ . 0 1 0 2 -.994 1 3 max .072 2 · -:328 4 o 3 o 3 .002 . 3 1.159 1 min .031 4 -.718 1 o 1 O 1 o 1 .529 4 I' · · M28 · 1 ·. max ....... _,·;.·,009.: · 4: ·. 769 '·1· .. · ·· 0 1 · :O · ,=· ···1 · ··· :· 0 ·· ''· ·.1 . ,. · ·o··,· · 1 min· :.,-;.,036 2 · : .:349 ·4: ·. o ··1 o.·.· ··. · 3 .o.... 1 · · ·o··.·· · 1 ·2 max _ . ".,009 . 4 . 0 . .1 _ 0 .. · .1 0. . .. 1 ·' 0. · . · 1 · . ·1 :04e· 4 ...... min··.·.~.036 .=2 ..... :.o. · 1 .·.·o .1-. ·6 ... · ... 3· ·.==i'. o.· ·1 : -2.306. ·1 . 3,-··.max -::::~.009. :4 :· -.349 4 ·.·· o.· ·1 ; ... o .·,: .1 .. :,··., ... o.>· .1. ·. ··o:-.:.:=:: .. 1 . .. , . min .,-:.:. .. -.o3e.: .. , · 2· . -.769 1 ... ·. o. J : Q. :r . · .. · .o ·1' o .: ... · .. 1 M29 1 max o 2 ~667 1 0 1 0 1 0 1 0 1 min -.017 1 .307 4 0 1 0 3 0 1 0 1 2 tnax 0 2 0 1 0 1 0 1 0 . 1 -.92 4 min -.017 1 o 1 o ·1 o 3 o 1 -2 1 · 3 m~x o 2 -.307 4 . o .1 o 1 o 1 o 1 min -.017 · 1 -.667 1 0 1 0 3 o 1 o 1 Envelape Member A/SC ASD 9th Code Checks Label Gode Chk Loe Shear Chk Loe Dir ASD Eqn. Message .............. _ ............ ___ .................. .".... .. .... _(ft)........ Le (ft) Le M1. .471 .918 3~~~-_--.d4'f".. 0 _'f. 2 H1-2 -- .. ·MS···. "=:291= · ·.918 -1 · ,007 . O .Z 1 · .H1~1 .'·.. . M8~--, . .390 . .918 3 .039 . 0 y 2 H1-2 . ---. -M9 . . . .• .083. . 6,8$7. · .. 1 ,049. . 6 v 1 H1-2 -- M10 .093 6 2 .031 7.959 y 2 H1-2 :,.-. \ ·:·.·.' .. M11, .. :,\: .. ,., ··:, .::,: .. :-,.,513 ... :.(.': ....... 91.8. ·,:: · · ,. 3 .. ,: ,032 .. ,· .. ··.: ... ,:··.Q · ·, · · z.: . 3 .: .,, H1:..1 .. ,,·:-.:". :.:.:,.,,: , .. :,::.: :='=:':·._:::, .. ,,,,':: .. :;, ·.:· .. :.;:=..,::::,,:.\.'·: M15 .320 .918 3 ,014 0 z 3 H1-1 RISA-3O Version 4.5 · [C:\risa\020418a.r3d] Page 21 ~ . Company , .. Designer : jon Job Number: 020418 Class One Technology -Cle~n Room Envelope Member A/SC ASD 9th Code Checks, (continued) Label Code Chk' 1 Loe Shear Chk Loe Dir (ft) Le (ft) Le ASD Eqn. April 30, 2002 4:51 PM Checked By:_ Message ·.· .• ·: .··· . ; ~: -:- _ __,,..,M-=-1~ _ ___, .083 6.857 . -·· 1 -··-. · ... 049 ........ 7.9659 ..... JV ___ 21 ·-··-·-=-HH.,....,11-::22=---+------------1 M20 .080 6 2 _ .. _02 __ 7_-+-~--...J-,J . . ·-· ·······~~~···-········· ········:~J~········ ... .!.:fi·~·· .. ~. ····:g~~ ... ···~:~~~ .. ·~ ···}···· ········~~:~---········-········-·-·········--····-----< M27 . .410 12 1 .060 0 V 1 H1-,? ... · ·:M28 .··: ... : -.-.416 ___ .. ,,.:< .-·= 6 1 .064. 0 v --1 . H1-3 M29 .361 6 1 .055 0 V 1 H1-3 Envelope Member ASD A/SI 99 Code Checks Label Code Chk Loe Shear Chk Loe Dir ASD Eqn. Message (ft) Le (ft) Le _ -Nl2 .. 011 . 0 1 .000 . O y 1 . CS.2.1-1 ,J-?}:=f\i:M:l',,=W/'{(6= -\;i:Jfp-1-Jfff,.1 \\\:''-0-.(-f\-i: --\.": .1 ·:·/i:': ··'·\. :y;OOO?T\ rt: { 0 \::{=,,· ·' V ,., /ff \I t:it;-st2t·1 '"1·-::':'::' )/:/::/-'\/.?·\'t'"':'\/·\\:\::?'t''.\\t='/'· M4 .011 .o. 1 .000 0 y 1 CS.2.1-1 ··:'--!--:·.-:::-".:-::-M6:;·:::.-/-:':':·:,:.-,,-': __ ::\':':.{p_11_-';J\::\: __ :,-o-.------: -.. _ 1 ·. _ .-.-... 000 , . .-: . o .. ,.-.. ···v---':\1:.',_, .:·,,cs;2.1'.'r,-: ;·::-,::-.·-:···-.. ··:,,. ::·-_ ::'-:··.,..:--:_: ::.;::: M7 .011 0 1 .Q00 . 0 y 1 CS.2 .. 1-1 · · ·:_.· _:.·:_M12 ·\::-::,: ;,,. ,··:.·:::=·;o:tJ . .:.::.,.,i .. · ::: -:o:.-.. -i:.'1 ··· --.. :=,ooo -,., ,:=--· 0,-._ : :·v:-'.:.1-·:,' ·:,,-:G5;2iF1.:,;·:=:-_ .::,:-.:::·':,::.·,:, ,.-.-. =_-_-.:· .-.:.:t.;·.,:: ··.;.,:_::.':'··(·> M13 .011 0 1 .000 0 y 1 CS.2.1-1 ·-·. · ·Mf4'=-.. ·,.011:-':----.-.--o : · .1-:.ooo o -·v -1 · cs.2;1 .. 1 · .-.·.,. .-, .. ·.-· ... - M16 .011 0 1 ,QOO O y 1 CS.2.1-1 M17 .011 0 1 .000 . 0 -v"~-l---71-t---c=5,,..,_2:.:-.-:-1-...,..1-+----------j .............. J~~g~····-·········· ........ :.QJ_!._ __ ····-·_Q·-·-··-. __ !___ __ .. -.. AQO. ___ .. :_ ... _.Q __ ........ .Y.. ..... 1 .. _ '--C5.~_.J:·--,-1 _l---------l M24 .011 0 1 . . .000 . 0 . V 1 C5.2.1-1 .... ___ M25 .011.____ -· 0 ........ --··1--....... _.-0QO_ ......... o __ ._y_ -. ...:.1-i-_C:...:5,.:.:..2,.:.:...1.:....-..;...1-i-----____ __, M26_ .011 O . 1 .. 000 . 0 y 1 CS.2.1-1 RISA-3D Version 4.5 (C:\risa\020418a.r3d] Page 22