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Home My WebLink AboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. Parcel No: 2139-163-00-014 --- Locality: Job Address: . 2700 Clear Creek _Rd. De Beque Use of Building: --~-~------~--------'-co_mpressor building Owner: --·~---·~-~ Chevron USA Inc. :.:__-----~·------~~ Contractor: Elkhorn Construction Inc. ---- Fees: Plan Check: 181.51 Septic: ----" -··"-··'-···--·-·-"--·-· Bldg Permit: $ 279.25 Other Fees: -·-·--"···---~~"'' Total Fees: $ 460.76 -····-~-- .~ctu B.dJ--0~ Clerk: Date: ~--··-· .. ·-·-I I 2 3 4 5 6 7 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 81h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com Parcel No: (this information is available at the assessors office 970-945-9134) 2139-163-00-014 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 2700 Clear Creek Road, p .0. De Beq~e CO 81630-CPF located 2.5 miles north-northeast of end of CR 211-abo~t 19.5 north-northeast of De Beaue Lot No: NA Block No: Subd./ Exemption: Owner: (property owner) Mailing Address: 11111 S. Wilcrest Drive Ph: AltPh· Chevron U.S.A. Inc. Houston, TX 77099 (281) 561-4991 (970) 257-6042 Contractor: Mailing Address:2181 45 1/2 Road Ph: Alt Ph: Elkhorn Construction, Inc! De Beque, CO 81630 (970) 283-1009 (970) 625-4180 Architect I Engineer: Rodney Burrows Mailing Address: 12567 W. Cedar Drive, Ph: AltPh: ZAP Enar & Canst Services Inc. Suite 210, Lakewood, CO 80228 (720) 529-4430 (971) 533-6665 Sq. Ft. of Building: Sq. Ft. or Acres of Lot: Height: No. ofFloors: 408.41\2 (10.2ftx40.1 It) 140,600 sq. ft. (CPF primary pad) 16 It Single start), Box 296, 8 Use of Building: /)J,?JA ... /2/)JL ~~v::-r Produced Water & Condensate Pump Skid -transfers water and condensate to storage tanks 9 Describe Work: ' u Foundation installation, placement of modular unit, and utility hookups 10 Class of Work: !i(!New o Alteration o Addition II Garage: Septic: To be permitted with CPF NA o Attached D Detached t'iO ISDS restroom bldg o Community 12 Dri;:s}I•Y Permit:y}t 0 A,v-4ff Owners valuation of Work: $ 1,041,600 Authority. This application for a Bui;ding Permit ~ust be signed by the Ownerofthe propcrty~d~!~~!d above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for usc on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Pcnnit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that J have read this Application and that the information contained above is true and correct. J understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf {submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents Will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or usc of the structure(s) and facility(ies), described above, arc not in compliance with County Rcgulation(s) or any other applicable Jaw, I hereby grant pennission to the Building Department to enter the property, described above, to inspect the work. l further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structurc(s) or facility(ics) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. l HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: *Elkhorn Construction, Inc. will install foundation and place unit URS Washington Division assembled permit application (Contact: Sally CuffiQ-TURS Washin..9Jon Division, 7800 E. Union Ave., Suite 100, Denver, CO 80237 Office: 303-843-2219, Cell: 303-526-6514) STAFF uSE ONLY Special Conditions: -?4~~-?'1.00 Adjusted Va!;4ion: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: I<Pr21/-10k5'( ~7q.~ ISDS Fee: Total Fees: Fees Paid: ~jZ(~e:tr) lffiCf?;ate: ISDS No & Issued Date: f&O. 7rP ?n1tp~lf 'ietbacks: OCCG'roup: Const Type: Zoning: B~DEPT: y P~GDEPT:~ I v£/a!Of!J APPRO~'~~\~~ -~~-b \\%1~\\ i?lJt/_('}8_ DATE AP ROYAL \ •-. 'DATE , i'n Jn.~u ,J-1.-.-"'9 ~~61\. B p c_1 1 .. ...._nn AI ~l({o'6 ~ r l 'rvvv • wo ~ ' . .,.~ ¥' ~ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Dep(\rtment. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance iu your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Yes __ _ No Not necessary for this project x ISDS wll! be permitted with permanent restroom building 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes x No__ Not necessary for this project. __ _ 6. Do the plans include a foundation piau indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes x No Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes_x_ No__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project_x_ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ No__ Not necessary for this project_X_ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_x_ No__ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes_x_ No__ Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes_x_ No__ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes_x_ No__ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes_x_ No__ Not necessary for this project __ 15. Does the building section drawing or other detail include the method of positive connection of all colunms and beams? Yes_x_ No__ Not necessary for this project __ 3 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes__ No__ Not necessary for this gr~~et_x_ Restrooms located at separate facility u1 1ng Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this ~n:,j@Gt x uilaing Restrooms located at separate facility Have two (2) complete sets of construction drawings been submitted with the application? Yes x No Have you designed or had this plan designed while considering building and other construction code requirements? Yes_x_ No__ Not necessary for this project __ Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes_x_ No __ Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes x No __ _ Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_x_ No __ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes_x_ No __ Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes x No ---- Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes_x_ No __ 5 Signature ffij)u/vt/ t. ~-/)1.-<.~ Date 11 /& /zoo<g Phone: .?8'1-S'2q-71'5:)(days); 2"6t-Q<d7qb-IZ9!L (evenings) ProjectName: (;HGvF<ON Pu!.EAAJC£! GA-:JW N4TVI(j"JL C7 A'5 bEVt:·t..oPA1t=lv'T PRo(/R.A,It-1 Project Address: 2.700 CLEAR CR&:EK 8.0. Po. f3ox 2% DE i3r::o.,uf: cO ?fib3D , I I Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the revieW process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 From: To: CC: Subject: Date: Attachments: Jake Mall Cuffin, Sally; RE: Driveway permit exemption Thursday, November 06, 2008 1:25:38 PM Sally: you are exempt from the driveway access permit requirement for this project. Jake -----Original Message----- From: Cuffin, Sally <Sally.Cuffin@wgint.com> Sent: Thursday, November 06, 2008 12:48 PM To: jmall@garfield-county.com <jmall@garfield-county.com> Subject: Driveway permit exemption Jake, I just realized that I never got an official driveway exemption email from you for buildings at Chevron's Central Production Facility. The facility is located about 2.5 miles north of the end of CR 211 (near the confluence ofT om Creek and Clear Creek). Let me know if you have questions. Thanks! Sally Cuffin (303) 843-2219 (303) 526-6514 (cell) August 29, 2007 Mr. Fred Jan:uan, Director Garfield County Building & Planning Department 108 gth Street, Suite 401 Glenwood Springs, CO 81601 Re: Authorization to Represent Chevron - James S. Talbot Sen lor Counsel Sally Cuffin, Washington Group International Inc. Dear Mr. Bean: Law Department North America Exploration and Production.Company 11111 s. Wilcrest #N2006 Houston, Texas 77099·4397 Tel 281·561·3536 Fax 281·561·3515 jta!bot@chevrori.com Chevron U.S.A. !nee (Chevron) has retained the services of Sally Cuffin of the Washington Group International Inc .. Ms. Cuffin will represent Chevron in facility permitting for our Piceance Project in Garfield County, a role in which she will prepare and submit Special Use Pem1it Applications, ISDS, building, grading, pipeline, road crossing and other routine construction related applications and information on behalf of Chevron. Ms. Cuffin is also authorized to participate in discussions before appointed alld elected boards regardi11g the various applications, however at such meetings, her authority to legally bind Chevron is limited to the tenus set forth in the Permit Applications or other written documents filed on our behalf. Sincerely, cc: Nicole Johnson Timothy Barrett Sally Cuffin N 11193 0. --------------------Assessor's Parcel No. 2139-163-00-014 Date 12/11/2008 BUIII.IDII!NIG PERMIT CARD Job Address ----=2~70~0~C~Ie~a~r=C~ffi~e~k~r=d~,D==eB~e~q~u~e~------------------------------------------- Owner ____ _.c:_C..:.:h-=-ev.:..:r:_c::o.:..:n-'U:...:S:...:A_.:__ _______ Address 11111 S.wilcrest dr, TX Phone # 970-257-6042 Contractor Elkhorn Construction Address 12567 45 1/2rd, DeBeque Phone # 970-283-1009 Setbacks: Front ______ Rear _____ RH ______ LH _____ Zoning ______ _ Pump Building Soils Test------------- Footing , Foundation 05 -!/-t?'Z £'@ Grout ______________ ___ Underground Plumbing ______ _ Rough Plumbing ------------ Framing ______________ _ Insulation ------------------ Roofing---------------- Drywall ------------------ Gas Piping--------------- INSPECTIONS NOTES Weatherproofing----------------- Mechanical _________________ _ Electrical Rough (State)-=---=----,.,-,,.--- Electrical Final (State) ~ -8'~ /0 ZJj;J ~A Fina12,-/1,Jr) /Checklist Cqf'\ltili:.tedU ll2::lll Certificate Occupancy # _._(,.L:O:.,.l:l....,~t;;;:::_""'""" ·--'):..__ ______ _ Date 2 · (Pf.(D Septic System # ------------------- Date --------------------Final __________________ _ Other __________________________ __ (continue on back) G ER GARfiELD COUNTY, COLORADO INSPECTION Will NOT BE MADE UNlESS T!-IIS CARD IS POSTED ON TilE JOB IT Date lssued_la!,__,_-1-=----:\-0:::_::~:___ ___ Permit No.__..l~· t IQ3---"=---- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location;: construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by· notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Use 00Mprf5_50C _bYl_l_~_i::_'B--ockcd L<Jd.ex-?ump 6bd J Address or Legal Description _2::1ro ~ Cr..ff_l' i4.;{.1f_~,..JJ6...,""------- ownerc.berrDO \A£A Contractor .£fl11QrO__.__ _____ _ Building PermitType _()bM Mer cA A This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Foundation I Grouting 5~,cL -7/t£-P Insulation 3-11'-&7' p.u! Underground Plumbing Drywall Rough Plumbing Electric Final (by State Inspector) ;2--'6-JO Ntr1 (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL 2)-J1-/0 t}vvt Electric Rough (by State Inspector) (You Must Call For Final Inspection) (Prior to Framing) Notes Framing (to Include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DONOTDESTROYTHISCARD ~--_t" r·_ . \ APPROVED tJ..-n·or B 1 ~~n3 or Date __ __;,__ _______ P-RO_T_E_C_T PE~rJ2:~QbAMAGE . .· !'i (DO NOT LAMINATE) Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 08-FEB-1 0 Permit Number: 679981 Contractor/HomeOwner: SPECIALIZED AUTOMATION SERVICES LLC Address: Type of Inspection: Action: 25-4, 2700 CLEAR CREEK RD Complete Final Accepted Comments or Corrections: 1) battery covers 2) close rated enclosure 3) 408.4 Circuit Directory Every circuit to be identified as to its clear, evident, and specific purpose or use includes spares 4) Installer on site making corrections Inspectors Name: Cyrus T uchscher Phone Number: 970-625-5085 Date: 08-FEB-10 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/real!Ep_ Web_Inspection_GUI.Process_Page Page I of I 2/9/2010 ADDENDUM-SUPPLEMENTAL OPERATIONAL INFORMATION 1.0 EQUIPMENT ENCLOSURE CONSTRUCTION 1.1 Each equipment skid used in the Piceance project was provided with an enclosure to protect the on-skid equipment from adverse weather conditions. 1.2 The equipment enclosures are intended to be normally unoccupied. 1.3 Each equipment enclosure was designed, fabricated, and integrated into the skid design by the skid vendor. 1.4 Each skid vendor provided a painted steel or aluminum enclosure which fully encloses all on-skid equipment. Enclosures include insulation and electrical or catalytic heater(s) as required to maintain 45°F inside of the enclosure when the outside ambient temperature is(-) 30°F. 1.5 Each equipment enclosure includes doors for personnel access and corrosion-resistant aluminum or stainless steel ventilation louvers for summer weather conditions. Ventilation louvers include manual handles or other means for quickly closing and weathersealing during winter weather conditions. 1.6 The area classification inside of an equipment enclosure is Class I, Group D, Division 1 per American Petroleum Institute (API) Recommended Practice RP500. 1.7 All electrical and instrumentation equipment inside of an equipment enclosure is Nationally Recognized Testing Laboratory (NRTL) certified for installation in Class I, Group D, Division 1 hazardous area. 1.8 Each equipment enclosure includes lighting and light switches. Lighting provides minimum 30 foot-candles of illumination and is rated for operation at (-) 20°F. In addition, each enclosure includes four (4) 120VAC 20 amp receptacles equally spaced on the walls of the skid enclosures, for powering electrical tools during equipment service. 1.9 All 208VAC and 120VAC wiring (lights, receptacles, catalytic heater igniters, etc.) are wired to an on-skid, explosion-proof panelboard. 1.10 In general, all enclosures and the process control and safety systems that interface with them were designed using Chevron's "Offshore Gulf of Mexico" standards (see Section 5.0 below). These standards were considered to be more stringent than most onshore standards, leading to a conservative design. 2.0 EQUIPMENT ENCLOSURE GAS DETECTION SYSTEM 2.1 Each equipment enclosure is provided with an NRTL-Iisted combustible gas detection system which exceeds the requirements of API Recommended 3.2 When a fusible plug inside of the equipment enclosure melts in the presence of a fire, the pressure transmitter detects the loss of air pressure in the fusible loop system and signals the ESS which performs the following functions: • Indicate on the HMI video screens in the Control Room • Indicate on the HMI on the nine (9) outdoor Local Control Panels • Trip off the AC power feed to that enclosure's explosion-proof panelboard (see Section 1.9 above) at its source in the Electrical Building. • Shuts off all hydrocarbon flow to the entire facility. • Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically operated, and will also close upon safety system failure or loss of air pressure. • The 24VDC control system on the skid remains energized, but the skid remains shut off from hydrocarbon flow until the shutdown is manually reset by the Control Room operator. 3.3 Since the equipment enclosures are not air conditioned, and will be exposed to ambient air conditions, smoke detection systems are not indicated. PAl CLIENT: UNIT: ITEM: References; Code: Standards PICEANCE PAGE: CENTRAL FACILITIES BY: S.A.T. PRODUCE WATER AND CONDENSATE PUMP SKID PROJECT: 2033 -201 CONCRETE DESIGN ·DATE: PAl IBC ASCE 7 ACI ASCI ASCI ASCI AWS ASCE Project Associates Inc Civil & Structural Design Data Summary Geolhecnicallnvestigetion Piceance Basin Development Project Garfield County,Colorado , International Building Code 2005 Minimun Design loads for Buildings and other Structures 318 Building Code Requirements tor Structural Concrete 325 Steel Construction Manual 360 Specifications for Structural Steel Buildings 341 Seismic Provisions for Structural Steel Buildings D 1.1 Structural Welding Code -Steel Wind Loads and Anchor Bolts Design for Petrochemical Facilities ASCE Guidelines for Seismic Evaluation and Design of Petrochemical facilities Material parameters Reinforcing steel lb E := 29000000- ln2 Skid dimensions lb Fy := 60000- in2 Concrete WT Cone lb Fconc :~ 3000·- ln2 lb WTconc:= 150-- ftJ Skid to be a contelner which Will be supported by a continuous pedestal Skid dimentions Lskid := 42-ft Wskid :~ 10.5 ·It AreaS kid:= Lskid · Wskid AreaWall := Lskld -Hskid 9d Wd5£:ro sooc £0 ·•oo Hskld:= JI.IS·ft AreaS kid= 441 ft 2 Area Wall~ 4G8J n 2 86l99SS!Bc: "ON X~~ Steel lb Fsteet :=. 36000- ' 2 1n • 1 lb rsol := l10·- ft3 !tid: WOCJ~ Skid loads WTempty :~ 31500·Ib For Live Load use 75 psf on 50% of the area lb 50 WTiive :~ 75·-·AreaSkid·- ft2 100 Snow load use 40 psf on the roof area WTsnow :~ 40·.!!:_ ·Area Skid tt" WToprtg := WTempty + WTiive + WTsnow Concrete Support Geometry Pedestal dlmentions LpedNS := 40.75-ft Wped := 14·in HpedAg :~ 6·in (above grade) Hped :~ HpedAg + HpedBg For the footing consider a continuous footing Wftg :~ 4..tt Hfdn := Hped + Hftg The design to be done considering 1 foot long AreaPed := Wped· I .. ft AreaFtg :~ Wftg ·I ·ft WT of Fdn: WTpedFt :~ Wped· I ·ft·Hped.WTconc WTflgFt:~ Wftg·Hftg.J ·ft·WTconc WTsoiiFt :~ (AreaFig-AreaPed)·HpedBg·ysoil WTfdnFt :~ WTpedFt + WTftgFt + WTsoiiFt Envlromimtalloads Wind loads v := ~u miles/hour WTilve ~ !.654 x 104 1b WTsnow ~ 1.764 x to 4 ib WToprtg ~ 6.568 x 104 1b LpedEW := 8.75·ft HpedBg :~ 2R ·in (below grade) Hped = 2.833 ft Hftg := IA·in Hfdn "' 4ft AreaPed ~ 1.167 rt 2 AreaFtg ~ 4 f\2 WTpedFt 495.8331b WTftgFl = 700 lb WTsoiiFt 727.2221b WTfdnFt = L923 x 10 3 1b 86l99SSl8c: 'OH Xl:l~ Page 2 ll:ld: WOcU lb qz :~ 20.4·- ftz Cfwall :~ 1.4 Cfroof := o. 7 Projected area wall Projected area roof FwindWall :~ QZ·G·Cfwaii·Awal\ FwindRoof := qz·G·Cfroof.Aroof Moment @ top of pedestal . . . Hskid MwtndSktd := FwtndWafl.-- 2 Seismic Forces Reference: Civil Structural Design Criteria Seismic acceleration= 0,09 g ChecK for Empty Condition WTempty=3.15x 104 1b FEempty := (acc)o(WTempty) Civil Structural Design Data Summary A wall :~ Lskid. Hskid Aroof := Lskld · Wskid . 4 FwindWall = 1.137 x 10 lh FwindRoof = 5.353 x 103 1b MwindSkld = 6.338 x I04 1ht\ ace:= 0.09 FEempty = 2.83 S x 1 o3 lb Assume Center of gravity to be (2/3)Hped (conservative) Hskid MEempty := i"Eempty·--MEempty ~ 1.054 x 1 o4 1b fi 3 Check for Operating Condition 4 WToprlg = 6.568 x 10 lb FEoprtg :=(ace) (WToprtg) Assume Center of gravity to be Hped/3 (conservative) Hskid MEoprtg := FEoprtg·-- 3 FEoprtg = 5.91 I x 10 3 1b Awall ~ 468J tt 2 Aroof = 441 ft 2 By comparing Seismic loads with Wind loads we found the wind loads will govern tho design Bd Wd6£:T0 800c £0 '100 86T99SSTSc: 'ON X~J Page 3 Design for Empty Condition+ Wind Load Use: D+W In order to simplify the design cosider the analysis for 1 ft long WTempty ~ 3.15 x t04 1b WTempty 1 WTemptyFt := ··-1 ·ft LpsdNS 2 rwindWall = 1.137 X I0 4tb F . liFt FwlndWall tt wrndWa := . I· LpedNS FwindRoof PwindFt := ·I .ft LpedNS WTfdnP! = l.923 x l03 lb ~WTtdnEmptyFt :~ WTemptyFt-PwindFt + WTfdnFt Moment@ Ftg MftgFt :~ FwindWaiiFt. Hfdn WT of foundation per foot Soil Bearing Pressure l:WTfdnEmptyFt MftgFt-6 SBPgrossMaxEmpty := + b·Wftg b·Wftg2 I:WTfdnEmptyFt SBPgrossMinEmpty := b Wftg MftgFt-6 b·Wftg 2 SBPnetEmpty := SBPgrossMaxEmpty-')'Soii·(HpedBg + Hftg) SBPnetAIIow = 1500 psf > Check OT factor of safety lb SBPnetEmpty = 57R.021 - f\2 FSOTempty '" Wftg l:WTfdnEmptyFt--2 ~ MftgFt Page4 IBC Eq 16-10 b:~ J.ft WTemptyFt = 386.503\b FwindWaiiFt ~ 278.98\b PwindFt = 13 L358lb l:WTfdnEmptyFt ~ 2.178 x I o3 ib M!1gFt = 1.1 16 X !03 !bft lb SBPgrossMaxEmpty ~ 963.021- ft2 lb SBPgrossMinE;mpty ~ 126.079- 1\2 lb SBPnetEmpty ~ 578.021 -·- ft2 FSOTempty = 3.904 OK 6d Wd6£:l0 s00c £0 ·•oo 86l'l'lSSl8c: "ON Xl:l~ ll:ld: WOOU Check sliding factor of safety FrictCoef := 0.35 IWTfdnEmptyFt· FrictCoef FSslidingEmpty := -----'--'----- FwindWaiiFt Design for Operating Condition +Wind Load Use: D+W In order to simplify the design cosider the analysis for 1 It long WT oprtg = 6.568 x I 04 1b WToprig 1 WToprtgFt := --1 ·It LpedNS 2 FwindWall = t.J37 x t0 4 ib FwlndWaiiFt = 27B.981b PwindFt = 13!.3581b WTfdnFt = 1.923 x 103 1b l:WTfdnOprtgFt := WToprtgFt + WTfdnFt t PwindFt Moment@ Ftg MftgFt := FwlndWaiiFt·Hfdn WT of foundation per foot Soil Bearing Pressure l.:WTfdnOprtgFt _M_ftg,_F_t ·_6 SBPgrossMaxOprtg := + b-Wftg b.Wftg2 l:WTfdnOprtgFt SBPgrossMlnOprtg := .;.__-----'--'"- b-Wftg Mftgft·6 2 b.Wftg SBPnetOprtg := SBPgrossMaxOprtg-ysoii-(HpedBg t Hftg) SBPneiAIIow = 1500 psr > 0Td Wd6[:l0 800G [0 ·•oo lh SBPnetOprtg " 748.519 --·· ft2 86 T99SST8G: 'OH XtU Page 5 FSslidingEmpty ~ 2.733 OK IBC Eq 16-10 b :• 1-ft WToprtgFt -~ 805.BSY lb l::WTfdnOprtgFt ~ 2.86 x I 03 lb MftgFt= Lt16x !03 Jbft 3 lb SBPgrossMaxOprtg = 1.134 x 10 - ft2 SBPgrossMinOprtg = 2%.598 ~ ft2 lb SBPnetOprtg = 748.539- ft2 II:Jd: WOcU Check OT foetor of safety Wftg ~WTfdnOprtgFt ·--FSOT:~ -----.:;. 2 - MftgFt Chacl< Sliding factor of safety FrictCoef := 0.35 ~WTfdnOprtgFt · FrictCoef FSsliding := -----'--"------ FwindWaiiFt Footing Reinforcing Desing for Operating Condition+ Wind Use 1.20 + 1.6W WToprtgu :~ 1.2·(WTemptyFt + WTfdnFt) + l.G(PwindFt) Mf1g0prtgu :~ !6 ·MftgFt WToprtgu Mftg0prtgu·6 SBPgrossMaxReinf := + ~===_;_ b·Wf\g b.Wftg2 SBPnetReinf := SBPgrossMaxReinf-L2·ysoii·(HpedBg + Hftg) Critical section for bending @ face of pedestal mbend •= ,_( W___,ftg'-·-·· _W..:.p_ed_:_) 2 "' :~ SBPnetReinf mbend 2 MomReinf :-. (ro )· 2 I ·ft By inspection use Asmin reinforcing for shrlncage and temperature Asmin := 0.0018·12·Hftg{ 1 :) Asmln ~ 0.302 Use# 5 @ 9 in each way top and bottom As total •~ 0.31 { 1 :} 2 Astotal = 0.827 Shear Stresses Page 6 FSOT = 5.126 OK FSsliding = 3.58~ OK iBC Eq. 16-4 WToprtgu = 2.982 x J0 3 ib . 3 lb SSPgrossMaxRemf = !.415 x 1 o - lb SBPnelReinf = 952.964- 1\2 mbend = 1.417 ft lb "'= 952.964- 1\2 MomReinf = 956.273 Jb ft ft2 small m'2 > Asrnin = 0.302 in'2 OK By inspecting the SSP net and the fooundation width we can say Ok by inspection lld Wd5£:l0 800c £0 '+OO li:Jd: WOCJcl Pedestal Reinforcing Page 7 By inspection the Opertatlng Condition + Wind load will govern the design Distance be\Ween Bms = 10.5 ft • 7 in mBms := 9.92·ft Load @ pedestal per fool WToprtgFt ~ ~05 .8591b WTpedFt ~ 495.8331b FwindWaiiFt ~ 278.981b PwindFt = 13l.J581h L:WTpedOprlgFt := WToprtgFt + WTpedFt + PwlndFt [WTpedOprtgFt = 1.433 x to 3 tb MpedFt := FwindWaiiFt-Hped MpedFI ~ 790.444 lb ft Treat the pedestal as combined Bending and Axial Load Use: 1.2 0 + 1.6 w IBC EQ 16.4 N :~ 1.2-(WToprtgFt + WTpedFt) ·I· !.6·(PwindFt) WToprtgFt N1 :~ + WTpedF\ 2 N 1 = 898.763 lb N2 :~ PwlndFt NZ ~ l3!.3S81b V := FwindWaiiFt v = 278.98Jb Moment@ pedestal M := V·Hped M = 7904441b ft h := Wped h~ !.167ft h{ 1 :) ~ l4 in . .625-ln d := Wped ·· 1.5-ln--- 2 d1 :-d{ ~) Design for 12 in pedestal b := t2·in b1 = b{ 1:) b·d2 F:~ -··-12000 cTd Wd0v:l0 a00c £0 ·•oo d = 1.016 ft d1 = 12.187 In b1 = 12 In F .. 5 \3 =8.596x 10 I 85l99SSf8c: 'ON X~J ll:!d: WOCI3 F1 = Ft~IJ M Mu :~ 1.6· ·1 ·ft LpedNS Mu1 := Mu· ( l ) 1000 lb·ft Nt N2 Nu :c· 1.2· ·I ft + 1.6· l·fl LpedNS-2 LpedNS Nut := Nu ·(- 1 -) .2-1000 lb (d1 h) Mus:~ Mu1 + NUt· -- - 12 2ft 6 lb Fy=H64xlO- ft2 Fy1 = Fy·( ft 2 ) ' 1000-lb !22 Mu1 KnPed:= -- Ft Use ~ := 0.9 Mus Nu1 As:=----- d1 an 4·Fy1 F1 " 0.!49 Mu = 31.0361b~ Mu1 = 0.031 kip-ft Nu = !R.39Ilb Nut= o.OI8 kips Mus= 0.039 klp·ft Fy1 = 60 kips/in'2 KnPed ~ 0.209 smalll an:= 4.45 (conservative) ACI As= 3.783 X l o··· 4 ln'2 By inspection use Asmin for shrincage and temperature Asmin := 0.005 b· Wped ( 12 2 ] Asmin· -;;;-= O.R4 Use # 5 @ 9 In ea. face As total := (0.31) -c:} 2 Astotal = 0.827 ln'2 close to ( 122} Asmin-·-;;z = 0.84 Footing Reinforcing Dessign for Empty Condition <·Wind Load In order lo simplify the design cosider the analysis for 1 ft long Eld Wd0o:10 800c EO '+OO 86199SS18c: 'OH Xtl~ Page 8 in'2 in'2 OK !tid: WOIJ.ol PwindFt ~ 131JS81h WTemptyFt ~ 3R6.5031b WT of foundation per foot Try Fdn width WftgFt :·~ 4 ·ft WTpedFt ~ 495.833 lb WTftgFt ~ 700 lh WTsoiiFt ~ 727.222 lb WTfdnFI := WTpedFt + WTftgFt + WTsoiiFt ZWTfdnFt :~ WTemptyFt-PwindFt + WTfdnFt Moment @ Ftg base Mftgrt:= V·(Hfdn) Soil Bearing for reinforcing WTult :~ 1.2·(WTemptyFt -1 WTfdnFt) + 1.68(PwindFt) Mftgult := l.6·MftgFt Hftg ~ 1.167 fi WTfdnFt ~ 1.923 < !03 ib l:WTfdnFt ~ 2.178 x t0 3!b WTult = 2.992 x 10 3 lb WTult Mftgul1·6 SBPgrossMaxReinf := --+ -"'---. f 3 lb SBPgrossMaxRe1n = 1.418 x to·- b· Wftg b.Wflg2 SBPnetRslnf := SBPgrossMaxReinf-1.2-ysolj.( HpedBg + Hftg) lb SBPnetRelnf = 955.591- ft2 Critical section for bending @ face of pedestal Wftg ~ 4ft Critical section for bending @ face of pedestal (Wftg ·-Wped) mbend : ~ .:.--=.. _ __;___,_ 2 Design for Operating +seismic long. direction mbend2 Mftg :~ 1.2SBPnetReinf· ·I .ft 2 mbend= !.417ft By inspection use Asmin reinforcing for shrlncage and temperature Asmil> ~ 0.302 in 2 ft2 small Page 9 86 I99SS ISc: 'ON XI:J~ !I:Jd; WOd~ Use# 5@ 9 in each way top and bottom Page 10 Astotal := 0.31·('92}2 Astot8! ,. 0.827 in~'~2 > Asmin"" 0.302 in 11 2 OK Embedment Plate Design Des'tgn the Embedment Plate for the Conta·tner WT only WTemptyFI ~ 386.503lb FwinctWaiiFt = 278.98 Jb PwindFt"" 131.3581b Distance between Embed. Plates =14 f1 Load @ Embed Plate PembPI := (WTemptyFI-PwindFI)·disll:mbPI VembPI := FwindWaiiFI·distEmbPI Use 4 1/2" studs per Plate Load per stud PembPI Pstud := _-,-:-:-__c 4 V VembPJ stud:=--- 4 Edge distance actual = 3.5 in Min. Edge distance= 3 in < 3.5 In OK Spacing distance actual = 7. in Min spacing distance = 6 In < 7, in Ok Embedment actual= 18 In Min embedment= 4. In< 6 in OK Tension capacity= 950 lbs >(no tension) Shear capacity= 1250 lbs > 976 lbs OK Check Embed. Plate thiknoss distEmbPI :~ 14·11 PembPI = 3 572 x tu 3 tbH VembPI ~ 3.906 x I03 1bft Pslud = 893.006 lb H Vstud = 976.43llb ft IBC Table 1912.2 IBC Table 1912.2 IBC Table 1912.2 IBC Table 1912.2 IBC Table 1912.2 Embed. Plate Is in con1presslon, by inspection use a nomlnol Plate USG 10" X 10" X 3/4" £ld Wd0e:J0 800c ~0 ·•oo 85199SSl8c: "OH XI:U Compression 11999 Kay Fwy. 6660 Riverside Suite 580 .Pf?PDi..IC. '1;., \IJ~J,"(;:.Q Suite 300 I"Y\IPROJECT I'M ASSOCIATES .. ········-·· .• Houston, TX 77079 ~'-!~.';><:\,TO:: Metairie, LA 70003 _ DA1'e0lQ'1:.QQ_ SUBJecT£':±./j .. P..~.~~~::t SHEET NO J _OF --··.--~,4,1 _,, .. ---- .. CKED BY -----····---___ .. DATE ·---------JOBNO. __ "\ 1-, ~----.. o-~ ----···-+-I "':' 1/l r: 1 v ,_ • ~-.) ..:::1" -----r-··--+------+--·-:--. -·-·-'lc -~. -· ... -1 --f-----+ ~ -·++ . . I r-- ..{' 1-'- I "--' = Ll' -IQ ..fi I ..,~-oG.l~ :t .I ll> L ~--... -' .. '\i ;;t; ---'IL "10,""·_· • --• ••..••.• ~. lr·· [4-J''' lr h -[L ;- -.1\ ~- 0 & t il>l j ~ t;l 0 Ill t1 i I I I i I ! ~ -ft= h _X , __ jL f·" -EEJ ---+----- 1. ' l I ----___ I -+---+--1 --" ···--··-+ -+ .. --. +-~~ ~v~~~ .. b-, ta · .. ·-· .. _ ,11-,'f-1 1 ' Gd Wd8Eil0 800G [0 '+OO 86 l99SS lSG : 'Del Xt!J llod: WOI:U 11999 Kay Fwy, (l660 Riverside Suite 580 Suite 300 D'\IPROJECT I1"""tASSOCIATES •• 1 W.M •• iMMHM'. Houston, TX 770Z9rwO.!'?u~~""...e:)\'1etairie, LA 70003 DATEO'\-Oe,·o2> SU8JEC;:~~~=~~HEET~O~_OF "' __ _ "eKED 8Y __ ,_ .. , . DATE .. , ... ".,,_, '''''' ___ JOt:) NO. _' '""_ ''' ___ "._, p~c E:::A.~ c.. c::. 1-z=,~,~ ~~;~:::\" (Iz:ei=,) (~'T,~,) I Jl.'@"'" ~-::j: ===_::C,~ '::::' ==_ -F.1O'£2,,:i1i);~, ,_tI'_"'_~' ~" '--'--lil'4»"""j ... -.. , ..... rt'> U ! ~ ~ ~ /F7~q"DWL[,I" -l!~.J- ~ E.. .... ,FACt:. 'I' ~, J.l. H-' "'-:. '0;' _.-"-1fF--'-~II~>- ~-, I~~ [ 1'<:'''_' '. T "1' p, G i$. "" "",,, 4 ~,t-.l \=' ) 1op, ~ l-'01, !z" CC, '1)'0 uN, • t-' •• <: I\-@q.~ 4 " ?@~"DWl~ , ...•. \'i..1. ,rJ,l,c;..!:.. i < .. -.,,~.-- - 11' r; cll'\' ~ f.::: 61 \ 0 "'\ ~""\'-T' A-A (r1'_~ F, )_(~1:'2J.~ ~L<IO ~ • '" i ~I<'O '-----\ M"M __ "" ... , ~ .<J ~ ii;!--~ '- --t .. ··-.....J I i £d Wd8£:10 800c £0 ',00 86199SS18C: 'ON X~~ I~d: WOCU 11 999 Kay Fwy. 6660 Riverside 0\IPROJECT 17'"1ASSDCIATES -~--.,.. . .• <2,, A,;'i, Suite 580 W Suite 300 Houston, TX 7707.9 :Thooc+CI:.. .. .I<.T~'1 . .Metairie, LA 70003 """''"'"'• ... -va--. _ DArE _b"\ ~ 0 'j '11 J> SUBJECT.f''-\1::\P 71<;'1) , SHEc'l NO . .?_, . Of ~.,t:CKED8Y --· ···---··· ··---....... ·-- .. _f\ I --1\j-,_ ~t-r~o~~::· f' -it - -t---r- y----t .. -=--= j:=: .:-:-: .... ·-- " ..;:-... ........ .. - '<\" ... \·--··· ' -··-· __ .. j--r--,:.::,_ --·-- ~ DATE. ---------· .... JOB NO. vd WdB£:10 800c [0 ·•oo 86l99SSl8c: 'ON X\:!3 !tid: WOCLJ ~-"-•-•"'-'"·:,;•,o, "'""" -'''·"""' ... ""'"""'""'- PAl G CONTRACTOR CONDENSATE/ WEIGHT I CENTER OF GRAVITY WATER PUMP CONTROL SHEET PO# AGI Industries ,,,,.,. __ Rev. No. .£. Date:OS/09/08 By: RJL .. -...... ·' ... -·-.. - . . ·····-· SKID I EQUIPMENT NAME: I SKID I EQUIPMENTTAG NO. I MR. NO.: ~~.s.~te!Water Pump Skid WP0?-029 ~--.... PREVIOUS WEIGHT DATA CURRENT ESTIMATED ESTIMATED WEIGHT STATUS (POUNDS) WEIGHT WEIGHT (1,2,3,4, or 5) 1---... --(Without contlngl9oncies) DRY 31,5001bs 4 LIFT •"' 31,5001bs -. ... -4 OPERATING 31 5001bs 4 TEST 31.5001bs 4 _.,_ ... SIZE OATA (OUTSIDE OF BASE SKID BEAM DIMENSIONS) IN FE~T. INCHES WEIGHT STATUS 1 e Preliminary 2 :; B!d l:;st!mata 3 '= Design Calcu!ut\on for 1 ~~ drawin9 lssue ·= 4 z. Revised Final IFC Drawing Take-off 5 =Weighed Unit --1-"- PT. DIM DRY OPERATING PLAN '"" ...-- •lA""" 480" 460" I ''6''= 126" 126" .cor. "C''c:: 133" 133" "I -"- ELEVATION '" cnENCE PT. "0" = 240" 240" INDICATE ORIENTATION ON SKeTCH {e.g. 'RADIATOR END 1 ) "E""" 70.1'' 70.1" NOtC ANY PAOJECTIONR OUTSIDE or M$E SKIO FOOTPIHNT, ATTACH SI<ETCH If NEC~98ARY, "F" = 46S 46.5" t--·· '-•····-·-, ... WEIGHT CHECK LIST ;----------··'"" ITEM APPLICABLE INCLUDED IN F.STIMATEO WEIGHT WoiGHTDATA (IF NOT INCLUDED) -·· ·--··-.... 1.0 SKID EQUIPMENT YES YES ·-····~ _ . ., - 2 0 SKID STEELWORK YES YES ....... --····· 3.0 SKID PIPING YES YES . -- 4 0 SKID INSTRtJMENTS YICS YES --..... '"' 5.0 SKID EI.ECTRICAL YES YES ... ,. .. --··-:-·--- 6"0 THERMAL INSULATION NO NO t---· -..... .-....... ... 7.0 FIRE PROOFING NO NO ·"-'" ...... """"·· ······=-<:·. Heaviest Msinlenanca Llft Hom --"· ""'"'""' -····-·······-· MAINTENANCE Weigh\ of AbovG DATA ---············"•-" Slzt11 of Abovo . ···-· .. ·--·-. . ........ ··-····-. ··-.-----·-···----. 86199SS18C:: 'OH Xt!J !tid: I-IOcU STRUCTURAL CALCULATIONS PAl/CHEVRON CONDENSATE AND WATER PUMP SKID AGI DRAWING AG3-2525.2 Rev 0 Dry weight (lbs) 23827 SKID LONG RUNNER AT LIFT Design factor 2 D 242 63.9 ~ 42.5 Concentrated load 1 (lbs) 546 610*(169+104) 1/2suctanddischheaders F Rev 1 8/29/2008 Concentrated load 2 (lbs) 859 61 0*(169+1 04+112+89/2) 112 suet and disch headers. pump, 112 baseplate Concentrated load 3 (lbs) 283 61 0*(89/2+97) 112 baseplate, motor Concentrated load 4 (lbs) 2669 61 0*(593+0.5*824+0.5*(319+340)) disch manifold • 112 suet manifold • 112 disch lines Concentrated load 5 (lbs) 1800 61 0*(0.5*823+0.5*319+259+0.5*140) 112 (disch • suction +baseplate)+pump Concentrated load 6 (lbs) 840 61 0*(0.5*140+350) 112 baseplate, motor Concentrated load 7 (lbs) 283 610*(0.5*89+97) 112baseplate.motor Concentrated load 8 (lbs) 869 61 0*(0.5*89+112+0.5*227 +0.5*329) 112 suet and disch headers. pump+ 112 baseplate 19 Concentrated load 9 (lbs) 600 610*(0.5*270+0.5*330) 112suct+112dischheaders 20 Concentrated load 10 (lbs) 283 610*(0.5*89+97) 112baseplate.motor Concentrated load 11 (lbs) 913 61 0*(0.5*89+112+0.5*330+0.5*270) 112 suet and disch headers+ pump, 112 baseplate Concentrated load 12 (lbs) 689 61 0*(0.5*89+0.5*330+0.5*270) 112 suet and disch headers Distributed load 1 (lbs/ft) 241.6 61 0*9664/2/40 skid Distributed load 2 (lbs/ft) 88.225 Mise From analysis on page 2-3 , max stress=5843 psi AISC allowable=30,000 psi Max deflection= 0.264" AISC allowable=126/360= 0.35 An analysis of the lifting lugs is on page 4 and shows the lugs to be acceptable. Since the pump skid itself has minimal projected area in relation to its weight, we will neglect wind load effects. G EXP. DATE 07-31-10 37 H A I B I c I D I E I F I G I H 38 BUILDING STRUCTURE 139 PAl/CHEVRON 40 BUILDING STRUCTURE AT LIFT ~ Design factor 2 142 Concentrated load 1 (lbs) 292 B1 0*(7,000/48) 143 weight of building shelli number of vertical columns 144 From analysis on page 4-20 , max stress= 14,630 psi AISC allowable=40,000*60= 24,000psi ~ ~ Max deflection= .95" 147 BUILDING STRUCTURE WITH WIND/SNOW LOADS 48 149 Importance Factor 1.15 150 Exposure C Factor 1.21 Figure 6·2 ASCE 7-90 ~ Total Design Factor 1.39 D49*D50 I 52 Wind velocity (mph) 90 ~ Wind pressure difference on sidewall (psi) 24.77 Figure 6·2 ASCE 7-90 ~ Roof angle from horizontal (deg) 20 55 Suction pressure on windward roof (psi) -15.4 Figure 6·2 ASCE 7-90 '56 Suction force/in on rafter-windward side -3.13 D51*D55*21 *D67/144/D67 rs7 Suction pressure on leeward roof (psi) -10.7 Figure6-2ASCE7-90 '58 Suction force/in on rafter-leeward side -2.17 D51*D57*21*D67/144/D67 r-s-9 I 60 Column loading per inch from wind 3.61 D53*21*96/144/96 61 i2 From analysis on pages 21-37, max stress= 12,180 psi AISC allowable=40,000*60= 24,000psi T3" Max deflection= 1.52" '54 it Snow load (lbs/sq It) 40 it Frame spacing (in) 21 T7" Rafter length per side (in) 58 r-as Weight supported per rafter (lbs) 338.33 D65*D66*D67/144 it Weight per inch supported per rafter 5.83 D68/D67 To 7t From analysis on page 38-54 , max stress= 12,050 psi AISC allowable=40,000*60= 24,000psi -n Max deflection= 1.52" "'ft 74 75 2 A I B I c I D I E I F I G I ~ 77 78 Unit intended location: De Beque, Colorado it It is assumed that the unit will be bolted to a concrete foundation 8o ~ FOR A REFERENCE STANDARD WE WILL USE ASCE7 ·05, SECTION 15.6, GENERAL 82 REQUIREMENTS FOR STRUCTURES NOT SIMILAR TO BUILDINGS. REFERENCES ::g THAT FOLLOW REFER TO THAT SPECIFICATION. ANALYSIS IS FOR SEISMIC LOADING. ~ 85 Per 12.3.4.1, p=1.0 for non=building structures 86 Ss 0.28 39.334 Ia!, 108.214 long 4950 feet elevation .2 response from figure 22-1 87 S1 0.068 ~ Per 20.1 where soil properties are not known, soil classification D will be used 89 From Table 11.4-1 for soil D and Ss<.5, Fa=1.4 1.0 response from figure 22-4 for Carson, CA area ~ From Table 11.4-2 for soil D and Ss<.3, Fv=1.8 ~From equation 11.4-1, Sms=FaSs= ~ From equation 11.4-2, Sm1 =FvS1 = 93 From equation 11.4-3, S0 s=2/3*Sms= 94 From equation 11.4-4, S01 =2/3*Sm1 = 95 --'-'-- 0.392 1.4*C16 0.1224 1.8*C17 0.261333333 2/3*021 0.0816 2/3*022 96 E=EH+Ev Total Effect is the sum of the horizontal and vertical Effects 97 Note: formulas reference row and column headings iiJ Per Table 1-1, Occupancy Category would be I gg From Table 11.6-1 for Occupancy Category I and Sos<0.33, the seismic design classification would be B 100 From Table 11.6-1 for Occupancy Category I and 5 01 <.133, the seismic design classification would be B 101 From Table 11.5-1, the Importance Factor lp is 1.0 -:-= ~From 12.3.4.1(4), p=1.0 103 104 Using equation 13.3-2, maximum Fp=1.6S 0 slpWP where Fp is the resulting horizontal design force Ws Fp= 0.4181333 *Wp 1.6*023*1 106 Per 12.4.2.1, QE=Fp 1107 From equation 12.4.1.1, the horizontal load effect Eh=pQ. 1 108 E": 0.4181333 1*635 109 From equation 12.4-4, the vertical load effect E,=0.2S08D 110 E,: 0.0522667 0.2*023*1 m H 3 A I B I c I D I -ill 113 ~ For the analysis, the horizontal load effect will be applied simultaneously at right angles, and m simultaneously with the vertical load effect. Allowable stresses for comparison against the ~ analysis result values are determined as follows: E I 117 -:fti Per AISC A5.2 normal allowable stresses may be increased by 1/3 for wind and seismic loading. ~Per AISC F1-1, allowable stress Fy=0.66 *yield strength of material ~ For A500 gr B tubing, allowable stress= 40115 .gJ For A-36 plate, allowable stress= 31601 m For 304L stainless steel, allowable stress= 26773 123 rn COG ofTRUSS ~ 126 Description ~Columns 128 mcrossBeam 1130 1131 Angled Truss ~ member 133 ~ Vertical Truss 135 member 1136 137 Weight 21.6 25 3.5225 1.94275 52.1 lbs Quantity Total weight 2 43.2 1 25 2 7.045 1 1.94275 77.2 lbs F 0.66*45700*1.33 0.66*36000*1.33 0.66*30500*1.33 z 48 92 105.5 103.5 1138 COG hieght of truss = 68.9 in 1139 The seismic loadings on the truss will be applied at the center of gravity of the truss at 90 degrees apart from each other. :140 The vertical forces acting on the building are taken into account by multiplying the stsructural weight by 1.053. (840+1) 1 141 Horizontal forces acting on truss= 32.2747712 I 1142 143 From analysis on page 55-71 , max stress= 5,950 psi :144 Max deflection= .63" AISC allowable=40,000*60= 24,000psi ~ 146 1147 1148 1149 1150 G I H 4 A 151 Summary Of Findings 152 I B I c I D I E I F i53 Skid ~ The skid structure's worst loading case is during the lifting condition. The results of the analysis show that the stress ~ levels in the beams result in a safety factor of 5. The analysis was run at a design factor of 2 with the allowable stress ~ to be .6 of the yield strength of the material. This indicates the skid has an ultimate safety factor of 1 0.26. 157 158 Building ~ The building structure's worst loading case was wind induced. The wind and snow loads were applied to the building ~ walls and roof. The wind loading was assumed to have been acting in both the lateral and longitudinal direction. In this worst ~ case, the maximum stress was 12,050psi. This maximum allowable stress is 100% larger than the resultant stress from ~ the analysis. The worst stress was in the middle longitudinal beam. ~ ~ R-factor for the wall, roof and floor is .001 ~ 166 167 168 i69 17o T-it m -m 174 175 fu -m 178 179 1180 1 181 1182 1183 1184 1185 1 186 1187 1188 1189 I G I H 5 Design Analysis PAT & CHEVERON USA CONSENSATE AND WATER PUMP SKID Created By Robert Leslie Technical Resources Last updated on 10/2/2007. Project reviewed on 10/2/2007. L..··.· ·.·.Y'f······· ' 6 Summary Description BUILDING STRUCTURE UNDER LIFT Mode/Information Analysis Type -Static Stress with Linear Material Models Units-English (in}-(lbf, in, s, deg F, deg F, V, ohm, A, in*lbf) Model location-C:\Documents and Settings\rleslle\My Documents\RL\Aigor Models\WP07-029Revl Lift.fem Design scenario description -Design Scenario # i 7 Analysis Parameters Information Load Case Multipliers Static Stress with Linear Material Models may have multiple load cases. This allows a model to be analyzed with multiple loads while solving the equations a single time. The following is a list of load case multipliers that were analyzed with this model. Load Case Pressure/Surface Acceleration/Gravity Displaced Thermal Voltage Forces Boundary 1 1 0 0 0 0 Multiphysics Information Default Nodal Temperature 0 Of Source of Nodal Temperature None Time step from Heat Transfer Analysis Last Processor Information Type of Solver Automatic Disable Calculation and Output of Strains No Calculate Reaction Forces Yes Invoke Banded Solver Yes Avoid Bandwidth Minimization No Stop After Stiffness Calculations No Displacement Data in Output File No Stress Data in Output File No Equation Numbers Data in Output File No Element Input Data in Output File No Nodal Input Data in Output File No Centrifugal Load Data in Output File No 8 Part Information Part ID Part Name Element Type Material Name 1 Part 1 Beam 8lymini,JJJL9_0..§J-TG. 2 Part 2 Beam 8lLn:ni_n_um .90_6.3~T6_ .>. Part 3 Beam 6\.1U.mlOJ! ... t1J_@§:3-TG. 1 Part 4 Beam Aluminum 6063-16 0 Part 6 Beam AIJ.Jm in.u rn. _ 6.06..3 .. ~ T.6: 2 Part 9 Beam AlYJJiinum 6_09.1-TG· 6061-Iill l.O. Part 10 Plate Al_u_m_inum_.6.06l~T6_; .606J.:T6..S..1. Element Properties used for: • Part 1 Element Type Beam Stress Free Reference Temperature 0 Of Layer 1 -Area 2.25 Layer 1 -SA2 1 Layer 1-SA3 1.5 Layer 1 -Jl 2.57335 Layer 1 -12 2.54688 Layer 1 -13 1.29688 Layer 1 -52 1.69792 Layer 1 -53 1.29688 Element Properties used for: • Part 2 • Part 4 Element Type Beam Stress Free Reference Temperature 0 Of Layer 1 -Area 1.73438 Layer 1-SA2 1.125 Layer 1 -SA3 0.75 Layer 1 -J1 2.10698 Layer 1 -I2 1.06134 Layer 1 -I3 2.0506 Layer 1 -52 1.06134 Layer 1 -53 1.36707 Element Properties used for: • Part 3 Element Type Beam Stress Free Reference Temperature 0 Of Layer 1 ~ Area 1.35938 Layer 1 -SA2 0.75 Layer 1 ~ SA3 0.75 9 Layer 1 -J1 1.11644 Layer 1 -12 0.752258 Layer 1 -!3 0.752258 Layer 1 -52 0.752258 Layer 1 -53 0.752258 Element Properties used for: • Part 6 Element Type Beam Stress Free Reference Temperature 0 Of Layer 1 -Area 2.48438 Layer 1-SA2 1.875 Layer 1 -SA3 0.75 Layer 1 -J1 4.30668 Layer 1 -12 1.6795 Layer 1 -13 7.43634 Layer 1 -52 1.6795 Layer 1 -53 2.97454 Element Properties used for: • Part 9 Element Type Beam Stress Free Reference Temperature 0 °f layer 1 -Area 1.875 Layer 1-SA2 1.26563 Layer 1-SA3 0.625 Layer 1 -J1 0.0648193 Layer 1 -12 0.263184 Layer 1 -13 2.75098 Layer 1 -52 0.263184 Layer 1 -53 1.63021 Element Properties used for: • Part 10 Element Type Plate Material Model Isotropic Element Formulation Veubeke Stress Free Reference Temperature 0 Of Temperature Method Stress Free Thickness 0.1875 in delta T Through Thickness 0 °F/in Element Normal X Coordinate 0 in Element Normal Y Coordinate o in Element Normal Z Coordinate 0 in Nodal Order Method Default 10 / Nodal Order X Coordinate Nodal Order Y Coordinate Nodal Order Z Coordinate Materia/Information Aluminum 6063-T6 -Beam Material Model Material Source Material Source File Date Last Updated Material Description Mass Density Modulus of Elasticity Poisson's Ratio Thermal Coefficient of Expansion Aluminum 6061-T6; 6061-T651 -Beam Material Model Material Source Material Source File Date Last Updated Material Description Mass Density Modulus of Elasticity Poisson's Ratio Thermal Coefficient of Expansion Aluminum 6061-TS; 6061-T651 -Plate Material Model Material Source Material Source File Date Last Updated Material Description Mass Density Modulus of Elasticity Poisson's Ratio Thermal Coefficient of Expansion Shear Modulus of Elasticity 0 in Din 0 in Standard Algor Material Library C:\Program Files\ALGOR\20.02\matlibs\a!gormat.mlb 2004/10/28-16:02:00 None 0.00025265 lbf*s"2/in/ins 9993200 lbf/in2 0.33 0.000013 lfOF Standard Algor Material Library C:\Program Files\ALGOR\20.04\matlibs\algormat.mlb 2004/10/28-16:02:00 None 0.00025265 lbf*sA2/in/in3 9993200 lbf/!n2 0.33 0.0000131111/°F Standard Algor Material Library C:\Program Files\ALGOR\20.04\matlibs\a!gormat.m!b 2004/10/28~ 16:02:00 None 0.00025265 lbf*sA2/in/in3 9993200 lbf/!n2 0.33 0.0000131111jOF 3771000 lbf/in2 11 Load and Constraint Information Loads FEA Object Group 14: Nodal Forces Nodal Force ID Description Vertex Node Vx Vy Vz Magnitude Multiplier ID Number Table ID 26 Unnamed 607 131 0.000000 0.000000 1.000000 -292.000000 1 27 Unnamed 1 1 0.000000 0.000000 1.000000 -292.000000 1 28 Unnamed 3 3 0.000000 0.000000 1.000000 -292.000000 1 29 Unnamed 13 11 0.000000 0.000000 1.000000 -292.000000 1 30 Unnamed 15 13 0.000000 0.000000 1.000000 -292.000000 1 31 Unnamed 19 17 0.000000 0.000000 1.000000 -292.000000 1 32 Unnamed 21 19 0.000000 0.000000 1.000000 -292.000000 1 33 Unnamed 25 23 0.000000 0.000000 1.000000 -292.000000 1 34 Unnamed 27 25 0.000000 0.000000 1.000000 -292.000000 1 35 Unnamed 37 33 0.000000 0.000000 1.000000 -292.000000 1 36 Unnamed 39 35 0.000000 0.000000 1.000000 -292.000000 1 37 Unnamed 49 43 0.000000 0.000000 1.000000 -292.000000 1 38 Unnamed 51 45 0.000000 0.000000 1.000000 -292.000000 1 39 Unnamed 61 53 0.000000 0.000000 1.000000 -292.000000 1 40 Unnamed 63 55 0.000000 0.000000 1.000000 -292.000000 1 41 Unnamed 67 59 0.000000 0.000000 1.000000 -292.000000 1 42 Unnamed 69 61 0.000000 0.000000 1.000000 -292.000000 1 43 Unnamed 73 65 0.000000 0.000000 1.000000 -292.000000 1 44 Unnamed 75 67 0.000000 0.000000 1.000000 -292.000000 1 45 Unnamed 85 75 0.000000 0.000000 1.000000 -292.000000 1 46 Unnamed 87 77 0.000000 0.000000 1.000000 -292.000000 1 47 Unnamed 97 85 0.000000 0.000000 1.000000 -292.000000 1 48 Unnamed 99 87 0.000000 0.000000 1.000000 -292.000000 1 49 Unnamed 109 95 0.000000 0.000000 1.000000 -292.000000 1 50 Unnamed 111 97 0.000000 0.000000 1.000000 -292.000000 1 51 Unnamed 121 105 0.000000 0.000000 1.000000 -292.000000 1 52 Unnamed 123 107 0.000000 0.000000 1.000000 -292.000000 1 53 Unnamed 133 115 0.000000 0.000000 1.000000 -292.000000 1 54 Unnamed 135 117 0.000000 0.000000 1.000000 -292.000000 1 55 Unnamed 145 125 0.000000 0.000000 1.000000 -292.000000 1 56 Unnamed 147 127 0.000000 0.000000 1.000000 -292.000000 1 57 Unnamed 609 132 0.000000 0.000000 1.000000 -292.000000 1 58 Unnamed 613 133 0.000000 0.000000 1.000000 -292.000000 1 59 Unnamed 615 134 0.000000 0.000000 1.000000 -292.000000 1 12 60 Unnamed 617 135 0.000000 0.000000 1.000000 -292.000000 1 61 Unnamed 619 136 0.000000 0.000000 1.000000 -292.000000 1 62 Unnamed 621 137 0.000000 0.000000 1.000000 -292.000000 1 63 Unnamed 623 138 0.000000 0.000000 1.000000 -292.000000 1 64 Unnamed 627 139 0.000000 0.000000 1.000000 -292.000000 1 65 Unnamed 629 140 0.000000 0.000000 1.000000 -292.000000 1 66 Unnamed 631 141 0.000000 0.000000 1.000000 -292.000000 1 67 Unnamed 633 142 0.000000 0.000000 1.000000 -292.000000 1 68 Unnamed 635 143 0.000000 0.000000 1.000000 -292.000000 1 69 Unnamed 637 144 0.000000 0.000000 1.000000 -292.000000 1 70 Unnamed 639 145 0.000000 0.000000 1.000000 -292.000000 1 71 Unnamed 641 146 0.000000 0.000000 1.000000 -292.000000 1 72 Unnamed 643 147 0.000000 0.000000 1.000000 -292.000000 1 73 Unnamed 645 148 0.000000 0.000000 1.000000 -292.000000 1 74 Unnamed 647 149 0.000000 0.000000 1.000000 -292.000000 1 75 Unnamed 649 150 0.000000 0.000000 1.000000 -292.000000 1 Constraints FEA Object Group 10: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 57 Unnamed 44 39 No No Yes No No No 58 Unnamed 618 N/A No No Yes No No No FEA Object Group 11: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 60 Unnamed 620 N/A Yes No Yes No No No 59 Unnamed 46 40 Yes No Yes No No No FEA Object Group 12: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 61 Unnamed 110 96 No Yes Yes No No No FEA Object Group 13: Nodal Boundary Conditions Nodal Boundary Condition 13 ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 62 Unnamed 112 98 No No Yes No No No 14 Processor Output Processor Summary ALGOR (R) Static Stress with Linear Material Models Version 20.03.01.0013-WIN 14-AUG-2007 Copyright (c) 2007, ALGOR, Inc. All rights reserved, **** Memory Dynamically Allocated "' 1216289 KB (requested 1571882 KB) DATE: OCTOBER 2, 2007 TIME: 02:21 PM INPUT MODEL: C: \Documents and Settings\rleslie\My Documents\RL\Algor Models\WP07-029Revl I,ift ds~data\1\ds PROGRAM V8RSION: 2003010013 alg .dll VERSION: 2004000018 agsdb_ar.dll VERSION: 1800000000 algconfig .dll VERSION: 2002000064 algsolve.exe VERSION: 2000000463 amgsolve .exe VERSION: 330000000 Structural 1 * * * * CONTROL INFORMATION number of node points (NUMNP) 25304 number of element types (NELTYPl 7 number of load cases (J,J,) 1 number of frequencies (NF) 0 analysis type code (NDYN) 0 equations per block (KEQB) 0 bandHidth minimization flag {MINBND) 0 gravitational constant {GRAV) .8640E+02 number of equations {NEQ) 151782 PRINT OF NODAL DATA SUPPRESSED PRINT OF EQUATION NUMBERS SUPPRESSED PRINT OF TYPE-2 ELEMENT DATA SUPPRESSED PRINT OF TYPE-2 ELEMENT DATA SUPPRESSED PRINT OF TYPE-2 ELEMENT DATA SUPPRESSED **** PRINT OF TYPE-2 ELEMENT DA'l'A SUPPRESSED PRINT OF TYPE-2 ELEMEN'l' DATA SUPPRESSED **** PRINT OF TYPE-2 ELEMENT DATA SUPPRE.SSED The maximum Harp angle ~ 8.1002E-13 degrees There are 0 quadrilateral elements over tolerance l.OOOOE-01 *** ,. PRINT OF TYPE-6 ELEMENT DATA SUPPRESSED Hard disk file size information for processor: Available hard disk space on current drive ~ 10189.613 megabytes Gravity direction vector "' 0. OOOOE+OO 0. OOOOE+OO -1. OOOOE+OO 1**** NODAL LOADS (STATIC) OR MASSES (DYNAMIC) NODE WAD X-AXIS Y-AXIS Z-AXIS X-AXIS Y-AXIS Z-AXIS NUMBER CASE FORCE FORCE FORCE MOMENT MOMENT MOMENT O.OOOE+OO 0 .OOOE+OO -2. 920£1·02 0.000£+00 O.OOOE+OO 0 .OOOE+OO O.OOOE+OO 0 .OQOE+OO -2.920£+02 O.OOOE+OO O.OOOE+OO 0 .OOOE+OO 11 0. OOOE+OO 0.0008+00 -2. 920E+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 13 0. OOOE+OO O.OOOE+OO -2. 920E+02 0. OOOE+OO O.OOOE+OO 0.0008+00 17 O.OOOE+OO O.OQOE+OO -2. 920E+02 O.OOOE+OO O.OOOE+OO 0. 000£1-00 19 0.000£+00 0. OOOE1·00 -2. 920E+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 23 O.OOOE+OO 0. OQOEi·OO -2. 920£+02 0. OOOE+OO 0. OOOE1·00 O.OOOE+OO 25 O.OOOE+OO O.OOOE+OO -2.920E+02 O.OOOE+OO O.OOOE+OO 0. QOOE+OO 33 O.OOOE+OO 0. OOOE+OO -2. 920E+02 O.OOOE+OO O.OOOE+OO O.OOOEtOO 35 O.OOOE+OO 0 . OOOE+OO -2.920£+02 0.0008+00 O.OOOE+OO O.OOOE+OO 43 O.OOOE+OO 0 . OOOE·I·OO -2.920E+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 45 O.OOOE+OO 0. OOOE+OO -2. 920E+02 O.OOOE+OO O.OOOE+OO 0. OOOE-1·00 53 0. OOOE+OO 0.0008+00 -2. 920E+02 O.OOOE+OO O.OOOE+OO 0, OOOE-1·00 55 O.OOOE+OO O.OOOE+OO -2. 920£·1·02 0.000£+00 O.OOOE+OO 0. OOOE1·00 59 O.OOOE+OO O.OOOE+OO -2. 920£·1·02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 61 O.OOOE+OO O.QOOE+OO -2. 920E+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 65 O.OOOE+OO O,OQOE+OO -2. 9208+02 O.OOOE+OO 0. OOOE1·00 O.OOOE+OO 67 O.OOOE+OO O.OOOE+OO -2. 920E+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 75 0 .OOOE+OO 0. OOOE+OO -2. 920£1·02 O.OOOE+OO O.OOOE+OO 0. OOOE+OO 77 0 . OOOE+OO O.OOOE-+00 -2.920E+02 O.OOOE+OO 0. OOOE+OO o . OOOE+OO 85 0 .OOOE-+00 0. OOOE-1·00 -2. 920E+02 O.OOOE+OO O.OOOE+OO 0 .OOOE-+00 87 O.OOOE+OO 0 .OOOE+OO -2. 920E+02 O.OOOE+OO 0.000£+00 0 .OOOE+OO 95 O.OOOE+OO 0. 00081-00 -2. 920E+02 O.OOOE+OO 0.000£+00 0 .OOOE+OO 97 0. OOOE+OO O.OOOE+OO -2. 920E+02 0. OOOE-t·OO O.OOOE+OO 0. OOOE·I·OO 105 0. OOOE+OO O.OOOE+OO -2.920E+02 0. OOOE+OO O.OOOE+OO O.OOOE+OO 107 O.OOOE+OO 0. OOOE+OO -2.920E+02 0. OOOE+OO O.OOOE+OO O.OOOE+OO l.l5 O.OOOE+OO O.OOOE+OO -2.920£+02 O.OOOE+OO O.OOOE+OO 0. OOOE+OO ].]7 O.OOOE+OO O.OOOE+OO -2. 920£+02 O.OOOE+OO O.OOOE+OO O.OOOE+OO 125 0. OOOE+OO 0. OOOE+OO -2.920£+02 O.OOOE+OO O.OOOE+OO O.OOOEtOO 15 127 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 14 6 147 148 149 150 O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO Q.OOOE+OO 0.0008+00 O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO 0. OOOFo~OO 0. OOOE+OO 0 OOOE+OO -2. 920£1·02 0 OOOE+OO -2.920£+02 O.QOOE+OO -2.920£+02 O.OOOE+OO -2.920£+02 O.OOOE+OO -2.920£+02 O.OOOE+OO -2.920E+02 O.OOOE+OO -2.920£+02 0. OOOE+OO -2. 920£~·02 O.QQOE+OO -2.920E+02 O.OOOE+OO -2.920£+02 0. OOOE-t·OO -2. 920E+02 O.OOOE+OO -2.920£+02 O.OOOE+OO -2.920E+02 0. OOOE+OO -2. 920E>~02 0. OOOE+OO -2. 920E-t·02 O.OOOE+OO -2.920£+02 O.OOOE+OO -2.920£+02 0. OOOE+OO -2. 920E+02 O.OOOE+OO -2.920E+02 0.000£+00 -2.920£+02 O.OOOE+OO -2.920E+02 1**** ELEMENT LOAD MULTIPLIERS O.OOOE+OO O.OOOE+OO 0. OOOE+OO O.OOOE-+00 0. OOOE+OO O.OOOE+OO 0.0008+00 O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE-+00 O.OOOE-+00 O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO 0. OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO 0.000£+00 0.000£+00 O.OOOE+OO O.OOOE+OO O.OOOE+OO O,OOOE+OO 0, OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO 0. OOOE-t·OO O.OOOE+OO O.OOOE+OO 0.000£+00 O.OOOE+OO O.OOOE+OO 0. OOOE+OO O.OOOE+OO 0, OOOE+OO 0. OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO 0.000£+00 0.00013+00 O.OOOE+OO O.OOOE+OO 0. OOOE-1·00 O.OOOE+OO O.OOOE+OO load case case A case B case C case D case S 1, OOOE-t·OO 0. OOOE+OO 0. OOOE+OO 0. OOOE+OO 0. OOOE+OO Invoking Parallel BCSLIB-EXT Sparse Solver Symbolic Assembling Using the Ro1~-Hits Matrix Profile **** Assembled in One Block. Real Sparse Matrix Assembly 1**** STIFFNESS MATRIX PARAMETERS minimum non-zero diagonal eleme.nt .., maximum diagonal element maximum/minimum average diagonal element 9.9335E+OO 2.9550E+07 2.9748£+06 1, 34 37E+06 the mi.nimum is found at equation 45455: node"'7577 Ry the maximum is found at equation 10681.9: node,.,17805 Tx in the upper off-diagonal matrix: number of entries in the profile 6694404 number of symbolic nonzero entries"' 4064102 number of real nonzero entries 2751236 Sparse Matrix Assembled in One Block Load case 1 52.2% of available memory .i.s allocated for the memory required for the in-core solving: memory required for the out-of-core solving: memory currently allocated: *"** End Sparse Solver Solution Reaction Sums and Maxima for Load Case Sum of applied forces sparse solver 235687 kbs 46507 kbs 1066519 kbs x-Force 'i-~'orce Z-Force X-Moment 'i-Moment Z-Moment O.OOOOE+OO O.OOOOE+OO -1.4600£+04 O.OOOOE+OO O.OOOOE+OO O.OOOOE+OO s,m of reactions x-Force 'i-Force Z-Force X-Moment 'i-Moment Z-Moment -4. 5308E-08 -6.0885E-10 2 .8522£-08 . 4714£-10 -1 . 2681E-09 -2 . 2918E-10 '"m of residuals X-Force Y-Force Z-Force X-Moment ¥-Moment Z-Moment -4, 5308E-08 -6.0885E-10 -1.4600£+04 .471.4£-1.0 -1 .2681E-09 -2 .2918E-10 Sum of unfixed direction residuals x-Force Y-Force Z-Force x-Moment Y-Moment Z-Moment 6.5370E-08 -9.6832£-1.0 1.0562£-08 5. 4714E-10 -1 . 2681E-09 -2. 2918E-10 J,argest applied forces •od moments Node Node Node Node Node Node X-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment 0 0 1 0 0 0 0. OOOOE·I·OO 0. OOOOE+OO -2. 9200E+02 0 .OOOOE+OO 0. OOOOE+OO 0 OOOOE+OO Largest nodal reactions Node Node Node Node Node Node X-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment 40 17872 40 18408 120 18325 -1. 1068£-07 -7 .6117£-10 -3 . 98658+03 6 . 9744E-ll -1.3527E-10 -3 . 6875£-11 J,argest nodal residuals Node Node Node Node Node Node X-Force Y-Force Z-Force X-Moment Y-Moment Z-Moment 40 17872 40 1.8408 120 18325 16 -1.1068E-07 -7. 6117E-10 -3. 9865E+03 6. 9744£-11 -1. 3527E-10 -3.6875£-11 Largest unfixed direction residuals Node Node Node Node X-Force Y-Force Z-Force X-Moment 7134 17872 7008 18408 -1 . 8192E-09 -7 . 6117E-10 -1 .0550£-09 6. 9744E-ll 1**** TEMPORARY FILE STORAGE (MEGABY'l'ES) UNIT NO. 7 1.162 UNIT NO. 8 1.158 UNIT NO. 9 0.000 UNIT NO. 10 0.000 UNIT NO. 11 2.598 UNIT NO. 12 1.158 UNIT NO. 13 1.162 UNIT NO. 14 0.000 UNIT NO. 15 0.000 UNIT NO. 17 0.000 UNIT NO. 51 2. 971 UNIT NO. 52 77.991 UNIT NO. 54 0.579 UNIT NO. 55 9.916 UNIT NO. 56 19' 832 UNIT NO. 58 1 .158 UNIT NO. 59 0 .000 TOTAL 119 .685 Megabytes Processor Log ALGOR (R) Static Stress with Linear Material Models Version 20. 03. 01. 0013-WIN 14-AUG-2007 Copyright (c) 2007, ALGOR, Inc. All rights reserved. Structural 25304 **** 0 0 0 Node Node ¥-Moment l.',-Moment 120 18325 -1 .3527E-10 -3 . 6875E-11 Linear stress analysis Memory Dynamically Allocated 1216289 KB (requested 1571882 KB) Options executed are: NOMIN STRAIN SPARSE SUPCNF SUPELM SUPNOD REAC ENOR processing **** OPENING TEMPORARY FILES NDYN "' 0 DATE: OCTOBER 2, 2007 TIME: 02:21 PM INPUT MODEL: C: \Documents and Settings\rleslie\My Documents\RL \Algor Models\WP07-029Revl Lift .ds_data \1 \ds PROGRAM VERSION: alg .dll VERSION: agsdb_ar.dll VERSION: algconfig.dll VERSION: algsolve e'e VERSION: amgsol ve e'e VERSION: BEGIN NODAL DATA. INPUT 25304 NODES 20000 {79. %) nodes 15000 (59.%) nodes 10000 (39.%) nodes 5000 (20.%) nodes 0 ( 0.%) nodes 151782 DOFS •·*** END NODAL DATA INPUT BEGIN TYPE-2 DATA INPUT 2003010013 2004000018 1.800000000 2002000064 2000000463 330000000 PART 1 CONTAINING 26 ELEMENTS ***~ END TYPE-2 DATA INPUT ~*** BEGIN TYPE-2 DATA INPUT PART 2 CONTAINING 50 EI,EMENTS END TYPE-2 DATA INPUT 17 ""** **** "*** BEGIN TYPE-2 DATA INPUT PART 3 CONTAINING 25 EI,EMENTS CND TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT PART 4 CONTAINING 50 ELE~1ENTS END TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT PART 6 CONTAINING 24 ELEMENTS END TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT PART 9 CONTAINING 24 ELEMENTS END TYPE-2 DATA INPUT BEGIN 'rYPE-6 DATA INPU'f PART 10 CONTAINING 24210 ELEMENTS 22000 (90. %) elements 21000 (86.%) elements 20000 (82. %) elements 19000 (78. %) elements 18000 (74. %) elements 17000 (70.%) elements 16000 (66.%) elements 15000 (62. %) elements 14000 (58.%) elements 13000 (53.%) elements 12000 ( 49.%) elements 11000 ( 45.%) elements 10000 ( 41. %) elements 9000 (37.%) elements 8000 (33.%) elements 7000 (29. %) elements 6000 {25.%) elements 5000 {21. %) elements 4000 {16 '%) elements 3000 02' %) elements 2000 { 8. %) elements 1000 { L%) elements 0 { 0 .%) elements The maximum warp angle~ 8.1002£-13 degrees There are 0 quadrilateral elements over tolerance **** END TYPE-6 DATA INPUT **** Hard disk file size information for processor: 1.0000£-01 Available hard disk space on current drive ~ 10189.613 megabytes "*** BEGIN l.OAD INPUT Gravity direction vector ~ O.OOOOE+OO O.OOOOE+OO -l.OOOOE+OO One load case in 331 blocks. J,oad factor "' 1. OOE+OO i.n the lst basket in load case END LOAD INPUT Invoking Parallel BCSLIB-EXT Sparse Solver ... Symbolic Assembling Using the R01~-Hits Matrix Profile Assembled in One Block. Real Sparse Matrix Assembly in the upper off-diagonal matrix: number of entries in the profile 6694404 number of symbolic nonzero entries"" 4064102 number of real nonzero entries "" 2751.236 Sparse Matrix Assembled in One Block Load case 1 End Sparse Solver Solution BEGIN DISPLACEMENT OUTPUT PRINT Of DISPJ,ACI!:MEN'l' OUTPUT SUPPRESSED DISPLACEMENT OU'l'PUT BEGINNING REACTION COMPUTATIONS LOADCASES REMAINING 1 BI,OCKS REMAINING PARTS REMAINING 7 *"** ELEMENT/GI,OBAL CONTRIBUTIONS Part "' THE 1st PART CONTAINING 26 ELEMENTS PARTS REMAINING 6 ELEMENT/GLOBAL CONTRIBUTIONS Part ~ THE 2nd PART CONTAINING 50 EI,EMENTS **** PARTS REMAINING 5 ELEMENT/GLOBAL CONTRIBUTIONS Part ; THE 3rd PART CONTAINING 25 Sl,EME:NTS **** PARTS REMAINING ELEMENT/GLOBAL CONTRIBUTIONS Part = THE 4th PART CONTAINING 50 ELEMENTS 18 PARTS REMAINING 3 ELEMENT/GJ,OBAL CONTRIBUTIONS Part = 6 THE 5th PART CONTAINING 24 ELEMENTS PARTS REMAINING 2 ELEMENT/GLOBAL CONTRIBUTIONS Part ~ 9 THE 6th PART CONTAINING 24 EJ,EMENTS PARTS REMAINING ;c;.-u ELEMENT/GLOBAL CONTRIBUTIONS Part "" 10 THE 7th PART CONTAINING 24210 ELEMENTS 10000 {41.%) elements ENDING ds.t7 ds.t8 ds.t9 ds.tlO ds.tll ds. tl.2 ds.tl3 ds. tl4 ds. t15 ds.t17 ds. t5l ds.t52 ds. t54 ds.t55 ds.t56 ds.t58 ds.t59 total ds.l ds.do 0 { 0. %) elements REAC'l'ION COMPU'l.'A'!IONS 1189.531 kilobytes 1186.215 kilobytes 0.000 kilobytes 0.000 kilobytes 2660.844 kilobytes 1185.797 kilobytes 1189.531 kilobytes 0 .000 kilobytes 0.000 kilobytes 0.000 kilobytes 3041.797 kilobytes 79862.961 kilobytes 592.922 kilobytes 10154.117 kilobytes 20308.234 kilobytes 1185.797 kilobytes 0.000 kilobytes temporary disk storage (megabytes) 11.280 kilobytes 1186.172 kilobytes **** BEGIN DELETING TEMPORARY FILES Processing completed for model: 119.685 [ C: \Documents and Settings\rlesl.ie\My Documents \Rr .. \Algor Models\WP07-029Revl Lift. ds_data \1 \ds J TEMPORARY FILES DELETED END OF SUCCESSFUL EXECUTION Total actual hard disk space used Sub-total elapsed time ALGOR (R) Stress Calculation Utility Version 20.03.01.0013-WIN 14-AUG-2007 120.855 megabytes 0.811 minutes Copyright (c) 2007, ALGOR, Inc. All rights reserved. **"* **** **** Memory Dynamically Allocated 1216289 KB (requested 1571882 KBl DATE: OCTOBER 2, 2007 TIME: 02: 22 PM INPUT ...... C:\Documents and Settings\rleslie\My Documents\Rl,\Algor Models\WP07-029Revl Lift ds __ data\1\ds BEGIN TYPE-2 DATA INPUT 26 ELEMENT$ END TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT 50 ELEMENTS END TYPE-2 DATA INPUT BE'.GIN TYPE-2 DATA INI?U't 25 ELEMENTS ENO TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT 50 ELEMSNTS END TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT 24 EJ,EMENTS END TYPE-2 DATA INPUT BEGIN TYPE-2 DATA INPUT " ELEMENTS END TYPE-2 DATA INPUT BEGIN TYPE-6 STRESS OUTPUT 24210 ELEMENTS 22000 {90. %) elements 21000 (86.%) elements 20000 (82. %) elements 19000 {78.%) elemonts 19 18000 (74. %) elements 1.7000 (70. %) elements 16000 (66. 'l;) elements 15000 (62 '%) elements 14000 (58'%) elements 13000 (53'%) elements 12000 ( 49' %) elements 11000 ( 45' %) elements 10000 (41.%) elements 9000 (37. %) elements 8000 {33. %) elements 7000 {29. %) elements 6000 (25' %) elements 5000 {21' %) elements 4000 {16. %) elements 3000 {12. %) elements 2000 ' 8. %) elements 1000 ' 4. %) elements 0 ' 0' %) elements END TYPE-6 STRESS OUTPUT **** Writing stress and strain output files Hard disk file size information for postprocessor: ds.son 8357.035 kilobytes ds.nso 2663.656 kilobytes ds.sto 2663.656 kilobytes Total MKNSO disk space used 13.36362 megabytes Snd of successful execution MKNSO elapsed time 0.850 minutes The TOTAL elapsed time 1.661 minutes 20 Appendix PLATE STRESS J..:oad.Case: 1 or 1 MliXimum Villue: 14628.4 lbff(ln"2) Mlni!Tl.i.H)l Yi>ltie: 0.00014391 Vbf/(ln'::-2) BEAM STRESS Loact case: 1 or 1 Maximum Value: 2330.03 lbf/(ln"2) Minimum Value: 2.19884 lbf/(11"1"2) '"'" !'"'""'"'"'-""'"''"''-"""?"'".,."'"""""'"·'·"'''"'""""·~,;:J,:,""'".;,'"""~~:.:~,.·~"'='Z'r"'""''~::l~"'"'"'"·=·""'"-""'"·"""'""m""'"~;:j7 ~·· vonMI••• Ab«>lutoV•IUo lbl/(1n'2) Wo«<SI!.., Ab<olutoV•Iuo lbll(loA2) ; ,~.0~ 2097.W 1SM.~ tG$1.6$3 13W.S9B 1100.116 ~~~.;1$26 700.6«l2 467.7667 234.%23 vgaa:lll 21 DISPLACEMENT Load Case: 1 'of 1 Maximum' Value: 0:949248 ln Minimum Value: o'.obo7os<is·a In l>b~l•comoM M•~oau~o ilb<~MoV•Iuo '" 22 +ALGOR. Design Analysis PAT & CHEVRON USA CONDENSATE AND WATER PUMP SKID Created By Robert leslie Technical Resources Project created on 9/5/2007. Last updated on 10/4/2007. Project reviewed on 10/4/2007. 23 Summa Description SKID W!TH WtNO LOADING Mode/Information Analysis Type -Static Stress with Llr~ear Material Models Units· English (In)-(!bf, In, s, deg F, deg F, V, ohm, A, ln*lbf) Model location-C:\Documents and St:ttlngs\rteslie\My Oocuments\RL\Aigor ModeiS\WP07-029_dst_dsl.fem Design scenario d~escrlptlon -Deslgr~ Scenario # I 24 Analysis Parameters Information Load Case Multipliers Static Stress with Linear Material Models may have multiple load cases, This allows a model to be analyzed with multiple loads while solving the equath:ms a single time. The following Is a list of load case multipliers that were analy:e:ed with this model. Load Case Pressure/Surface Forces AcceletationtGravlty Displaced Boundary Thermal Voltage 1.053 0 0 Gravity Information The following lists the values used If acceleration or gravity was Included In the analysis, The Ac:eeleratlon/Gravlty direction multiplier Is multiplied by the Acceleration Due To Body Force which Is then multiplied by the Acceleration/Gravity load ease multiplier. Acceleration Due To Body Force"' 386.41n(s> Acceleratlon{Gravlty X Multiplier Acceleration/Gravity Y Multiplier Acceleration/Gravity z Multiplier 0 0 Multiphysics Information Default Nodal Temperature 0 ., Source of Nodal Temperature None Time step from Heat Transfer Analysis ""' Processor Information Type of Solver Automatic Disable Calculation and Output of Strains No Calculate Reaction Forces "' Invoke Sanded Solver '% Avoid Bandwidth Minimization No Stop After Stiffness Cakulatlofls No Displacement Data In Output file No Stress Data In Output File No Equation Numbers Data in Output File No Element Input Data in Output File No Nodal Input Data in Output File No Centrifugal Load Data In Output File No 25 Part Information Part 10 Part Name Element Type Material Name Part 1 Beam 2 Part 2 Beam f.l.lvmlnum 6063-T§ l Part 3 Beam ' Part 4 Beam ' Part 5 Seam • Part 6 Beam 7 Part 7 Beam Element Properties used for: • Part 1 Element Type Beam Stress Free Reference Tempen~ture 0 'F Layer 1 -Area 2.25 Layer 1 -SA2 LS Layer 1 -SA3 1 Layer 1 ·H 2.57335 Layer 1 -12 1.29688 Layer 1 -13 2.54688 Layer 1 ·52 1.29688 Layer 1 -53 1.69792 Element Properties used for: • Part 2 • Part 4 Element Type Seam Stress free Reference Temperature 0 ., Layer 1 -Area 1.73438 Layer 1-SA2 1.125 Layer 1-SA3 0.75 Layer 1 -Jl 2.10698 Layer 1 -12 1.06134 Layer 1-t3 2.0506 Layer 1-52 1.06134 Layer 1-53 1.36707 Element Properties used for: • Part 3 Element Type Beam Stress Free Reference Temperature 0 •F Layer 1 • Area 1.35938 Layer 1 • SA2 0.75 Layer 1 • SAJ 0.75 Layer 1 • 11 1.11644 Layer 1 · " 0.752258 Layer 1 "10 0.752258 Layer 1 "52 0.752258 layer 1 "" 0. 752258 Element Properties used for: • Part 5 Element Type Beam Stress Free Reference Temperature 0 ., Layer 1 • Area 11.8 Layer 1 • SA2 0 Layer 1 • SA3 0 Layer 1 ·JI 0.794 Layer 1 "12 28.9 Layer 1 "10 518 Layer 1 "52 8.25 26 Layer 1-53 Element Properties used for: • Part 6 Element Type Stress Free Reference Temperature Layer 1 -Area Layer 1-SA2 Layer 1-SA3 Layer 1-J1 Layer 1 -12 Layer 1 -13 Layer 1 -52 Layer 1-53 Element Properties used for: • Part 7 Element Type Stress Free Reference Temperature Layer 1 -An~a Layer 1-SA2 Layer 1 -SA3 Layer 1 ., Layer 1 ·" Layer 1-" Layer 1-52 Layer 1-53 Materia/Information Aluminum 6063-T6 -Beam Material Model Material Source M;~terial Source File Date Last Updated Material Description Mass Density Modulus of Elasticity Poisson's Ratio Thermal Coefficient of Expansion Steel (ASTM • A572) -Beam Material Model Material Sourc€ Material Sour{;e File Date Last Updatlld Material Description Mass Density Modulus of Elasticity Poisson's Ratio Thermal Coefficient of Expanslan Aluminum 6061-T6; 6061-T651 -Beam Material Model Material Source Material Source File Date last Updated Material Description Mass Oenslty Modulus of Ela~tlclty Poisson's Ratio Thermal Coefficient of Expansion 64,7 Beam 0 ., '" 2 o., 3.97166 1.712 6.54375 1.712 2.6175 Beam 0 ., 1.875 1.26563 0-625 0.0648193 0.263184 2.75098 0.263184 1.63021 Standard Algor Material Library C:\i>rogram F!les\ALGOR\20.02\matilbs\algorm;~t.mlb 2004/10/28-16:02: 00 None 0.00025265 lbf*s"2/in/ln3 9993200 lbf/ln' 0.33 0.000013 1/"F Standard Algor Material Library C:\Program Flles\ALGOR\20.02\matllbs\algormat.mlb 2004/09/30-16: 00:00 High-strength loW•<!IIoy 7.35e-4 lbf*s"2/ln/lnJ 29e6 lbf/ln' 0.29 6.5e-61/QF Standard Algor Material Library C:\Program Files\ALGOR\20.04\matllbs\algormat.mlb 2004/10/28-16 :02:00 None 0.00025265 lbf"'s"2/lnjin' 9993200 lbf/ln2 0.33 0.000013lllljQF 27 Load and Constraint Information Loads FEA Object Group 38: Beam Distributed Loads Beam Distributed load ID Description Line ID Magnitude-I Vx-I Vy-I Vz-I Magnitude-J Vx-J Vy-J VzMJ A B 36 Unnamed 47 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 35 Unnamed 92 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 34 Unnamed 80 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 33 Unnamed 79 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 32 Unnamed 76 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 31 Unnamed 84 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 30 Unnamed 83 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 47 Unnamed 33 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 46 Unnamed 91 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 45 Unnamed 88 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 44 Unnamed 87 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 43 Unnamed 77 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 42 Unnamed 89 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 41 Unnamed 88 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 40 Unnamed 93 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 39 Unnamed 80 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 56 Unnamed 72 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 55 Unnamed 71 10000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 54 Unnamed 46 10000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 53 Unnamed 45 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 52 Unnamed 44 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 51 Unnamed 37 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 50 Unnamed 36 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 49 Unnamed 35 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 48 Unnamed 34 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 65 Unnamed 59 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 64 Unnamed 56 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 63 Unnamed 55 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 62 Unnamed 32 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 61 Unnamed 31 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 60 Unnamed 30 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 59 Unnamed 29 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 58 Unnamed 28 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 57 Unnamed 75 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 71 Unnamed 27 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 70 Unnamed 26 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 69 Unnamed 25 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 68 Unnamed 68 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 67 Unnamed 67 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 66 Unnamed 72 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 2 Unnamed 81 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 11 Unnamed 41 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 1 Unnamed 85 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 9 Unnamed 39 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 3 Unnamed 84 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 8 Unnamed 38 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 5 Unnamed 52 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 6 Unnamed 96 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 7 Unnamed 97 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 4 Unnamed 51 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 28 10 Unnamed 40 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 20 Unnamed 64 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 19 Unnamed 61 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 18 Unnamed 60 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 17 Unnamed 57 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 16 Unnamed 56 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 15 Unnamed 53 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 14 Unnamed 52 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 13 Unnamed 43 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 12 Unnamed 42 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 29 Unnamed 76 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 28 Unnamed 64 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 27 Unnamed 63 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 26 Unnamed 60 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 25 Unnamed 1 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 24 Unnamed 69 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 23 Unnamed 68 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 22 Unnamed 92 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 21 Unnamed 65 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 38 Unnamed 73 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 37 Unnamed 48 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 FEA Object Group 39: Beam Distributed Loads Beam Distributed Load ID Description Line ID Magnitude-I Vx-I Vy-I Vz~I Magnitude-J Vx-J Vy-J Vz-J A B 78 Unnamed 5 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 79 Unnamed 7 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 76 Unnamed 41 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 93 Unnamed 37 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 92 Unnamed 47 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 94 Unnamed 39 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 95 Unnamed 13 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 73 Unnamed 3 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 87 Unnamed 33 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 74 Unnamed 9 3.130000 o.oooooo 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 83 Unnamed 21 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 89 Unnamed 23 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 82 Unnamed 19 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 88 Unnamed 35 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 86 Unnamed 29 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 85 Unnamed 27 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 77 Unnamed 43 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 81 Unnamed 17 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 90 Unnamed 25 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 84 Unnamed 31 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 80 Unnamed 15 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 91 Unnamed 45 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 72 Unnamed 1 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 75 Unnamed ll 3.130000 0.000000 0.000000 1.000000 3.130000 0.000000 0.000000 1.000000 0.000000 1.000000 FEA Object Group 40: Beam Distributed Loads Beam Distributed Load ID Description Line ID Magnitude~ I Vx-1 Vy-I vz-1 Magnitude~J Vx-J Vy-J Vz-J A B 98 Unnamed 10 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 109 Unnamed 28 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 99 Unnamed 42 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 29 106 Unnamed 30 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 104 Unnamed 20 2.170000 0.000000 ~0000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 103 Unnamed 18 2.170000 0.000000 00000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 102 Unnamed 16 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 101 Unnamed 8 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 118 Unnamed 12 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 117 Unnamed 40 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 116 Unnamed 38 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 115 Unnamed 46 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 113 unnamed 24 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 112 Unnamed 22 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 111 Unnamed 36 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 110 Unnamed 34 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 119 Unnamed 14 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 105 Unnamed 4B 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 97 Unnamed 4 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 96 Unnamed 2 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 100 Unnamed 6 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 107 Unnamed 32 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 108 Unnamed 26 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 114 Unnamed 44 2.170000 0.000000 0.000000 1.000000 2.170000 0.000000 0.000000 1.000000 0.000000 1.000000 Constraints FEA Object Group 30: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 116 Unnamed 765 N/A No No Ye' No No No 118 Unnamed 81 81 No No Ye' No No No 119 Unnamed 77 77 No No Ye' No No No 117 Unnamed 785 N/A No No Ye' No No No 137 Unnamed 5 5 No No Ye' No No No 138 Unnamed 685 N/A No No Ye' No No No 139 Unnamed 695 N/A No No Ye' No No No 140 Unnamed 705 N/A No No Ye' No No No 141 Unnamed 725 N/A No No y., No No No 142 Unnamed 735 N/A No No Ye' No No No 143 Unnamed 745 N/A No No Ye' No No No 144 Unnamed 755 N/A No No Ye' No No No 145 Unnamed 715 N/A No No Ye' No No No 146 Unnamed 775 N/A No No Ye' No No No 147 Unnamed 89 89 No No Ye' No No No 159 Unnamed 538 N/A No No Ye' No No No 148 unnamed 85 85 No No Ye' No No No 149 Unnamed 498 N/A No No Ye' No No No 150 Unnamed 578 N/A No No Ye' No No No 151 Unnamed 508 N/A No No Ye' No No No 152 Unnamed 528 N/A No No Ye' No No No 153 Unnamed 48B N/A No No Ye' No No No 154 Unnamed 558 N/A No No Ye' No No No 155 Unnamed 568 N/A No No Ye' No No No 156 Unnamed 518 N/A No No Ye' No No No 157 Unnamed 478 N/A No No Ye' No No No 158 Unnamed 548 N/A No No Ye' No No No 124 Unnamed 57 57 No No Ye' No No No 120 Unnamed 73 73 No No Ye' No No No 123 Unnamed 61 61 No No Ye' No No No 30 121 Unnamed 69 69 No No Ye' No No No 122 Unnamed 65 65 No No Ye' No No No / 135 Unnamed l3 13 No No y, No No No 125 Unnamed 53 53 No No Ye' No No No 126 Unnamed 49 49 No No Ye' No No No 129 Unnamed 37 37 No No Ye' No No No 132 Unnamed 25 25 No No Ye' No No No 134 Unnamed 17 17 No No Ye' No No No 136 Unnamed 9 9 No No Ye' No No No 131 unnamed 29 29 No No Ye' No No No 128 Unnamed 41 41 No No Ye' No No No 127 Unnamed 45 45 No No Ye' No No No 130 Unnamed 33 33 No No Ye' No No No 133 Unnamed 21 21 No No Ye' No No No FEA Object Group 32: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 187 Unnamed 720 N/A No No Ye' No No No 188 Unnamed 730 N/A No No y, No No No 189 Unnamed 740 N/A No No Ye' No No No 190 Unnamed 750 N/A No No Ye' No No No 191 Unnamed 760 N/A No No Ye' No No No 192 Unnamed 710 N/A No No Ye' No No No 193 Unnamed 790 N/A No No Ye' No No No 194 Unnamed 503 N/A No No Ye' No No No 195 Unnamed 493 N/A No No Ye' No No No 196 unnamed 91 91 No No Ye' No No No 197 Unnamed 87 87 No No Ye' No No No 198 Unnamed 523 N/A No No Ye' No No No 199 Unnamed 583 N/A No No Ye' No No No 200 Unnamed 513 N/A No No Ye' No No No 201 Unnamed 533 N/A No No Ye' No No No 202 Unnamed 573 N/A No No Ye' No No No 203 Unnamed 563 N/A No No Ye' No No No 204 Unnamed 483 N/A No No Ye' No No No 205 Unnamed 553 N/A No No Ye' No No No 206 Unnamed 543 N/A No No Ye' No No No 172 Unnamed 47 47 No No Ye' No No No 173 Unnamed 43 43 No No Ye' No No No 174 Unnamed 39 39 No No Ye' No No No 175 Unnamed 35 35 No No Ye' No No No 176 unnamed 31 31 No No Ye' No No No 177 Unnamed 27 27 No No Ye' No No No 178 Unnamed 23 23 No No Ye' No No No 179 Unnamed 19 19 No No Ye' No No No 180 Unnamed 15 15 No No Ye' No No No 181 Unnamed 11 11 No No Ye' No No No 182 Unnamed 7 7 No No Ye' No No No 185 Unnamed 690 N/A No No Ye' No No No 186 Unnamed 700 N/A No No Ye' No No No 161 Unnamed 770 N/A No No Ye' No No No 162 Unnamed 780 N/A No No Ye' No No No 163 Unnamed 83 83 No No Ye' No No No 164 Unnamed 79 79 No No Ye' No No No 165 Unnamed 75 75 No No Ye' No No No 31 166 Unnamed 71 71 No No Yes No No No 167 Unnamed 67 67 No No Yes No No No 168 Unnamed 63 63 No No Yes No No No 169 Unnamed 59 59 No No Yes No No No 170 Unnamed 55 55 No No Yes No No No 171 Unnamed 51 51 No No Yes No No No FEA Object Group 33: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 207 Unnamed 148 148 No No Yes No No No 208 Unnamed 146 146 No No Yes No No No 209 Unnamed 147 147 No No Yes No No No 210 Unnamed 145 145 No No Yes No No No FEA Object Group 34: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 212 Unnamed 675 N/A Yes Yes Yes No No No 211 Unnamed 1 1 Yes Yes Yes No No No FEA Object Group 35: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 213 Unnamed 93 93 No Yes Yes No No No 214 Unnamed 588 N/A No Yes Yes No No No FEA Object Group 36: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 215 Unnamed 95 95 No No Yes No No No 216 Unnamed 593 N/A No No Yes No No No FEA Object Group 37: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 217 Unnamed 3 3 Yes No Yes No No No 218 Unnamed 680 N/A Yes No Yes No No No 32 Processor Output Processor Summary liLGOl' (Rl St~t.ic St<e$S ~·Hil J,inea< ~~t<:>ri'll Z.:odels Versio~ 20.03.01.0013-lnN 1~-III)G-200"1 C<:>pydqht. (<:) 200'1, liViOR, Inc. r,ll rigl•ts res~<v<>c\, Dll.tl::; OC!OEER 1, 200'1 nz.:~::: Ol:Ol ?M H!?UT V.QDEL: C:\Do"un'1<:r.ts an<l S<e>ttinqs\<:l<>slie\V.y Docuw.ents\RI,\1\lgor V.odels\YIPC'I-029_dsl_dsl ds_dat~\1\<:l" PR0GR1,11 VERSWN; 2003010013 ~lq.dll VERSION: 20010000;:8 ~qsdl:> <tr.dll V<:I\SroN: l80COOOCCC «lgcon(Jq.dH V<:I\SlON: 2002CCCCM ~lqeolve.exe vn.sroN: 20000001~3 4<f·g"olv<>.ex" VERSION: 330000000 1 .... CONTROL HWORI'.>YJ'lON l)umbH of nod<:l point" n\Jml>~r ot dew.~r.t type" numiJ"r of.' loi«l c~s~s numl><>r of frequende>\ an8lys!~ type code equations p~r block b,wd~·idth ,,;niroir.ati<>r. 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"108"1£<08 tl,., mi~:imu!l'. h !m:nd at. equation 9"1"l: n<>de·-1"13 1'x n.e maXiiOuO\ b fo~nd at 'ltqU~tion 2:!: node-·~ Ry ill the l'!)per oH-diaqur::~1 m~trix: "ll~t.ber of er.tdes in t.he P<·otile 1"1"102 nu~tb<lr of syoobolic nor.;,eto er.t.d<;s 13462 <\Umber of >::eul nonzero entrie.• ~$$b SJM~I'c 1-:atrix li~3G!nbled in Or.e 8loe~ Load cnsG l 00.0? of avuH~ble m~!f.o>::y i~ aUoc~t"d to>:: the memory requJ red r<Jr tl1e in-cor~ .~olvinq: Mmo>::y rnquircd for th~ out-of"-cot~ solvinq: :r.e.,,ory C\lrrently ~iloC~t~d: h.d spur"~ Solv"~ f><>lt;t·.i<>n 5u~. <Jf <.<ppll.<HI (or~~" "parse .•olvu 369 f>l)5 18"1 kbs ll.?.2JS"I t:b$ X·Fo>::oe \"-Fon'~ X-l'.<>mcnt Y-l'o"'""t ~-l{om~nt ~."1:>8"11:-C~ 9.62"19£•C:l "1 -z.Hn:>E-11 6.H"I~£-2~ -1.32~1£-D Sum of rP~<~t:>or.s X-Forc<', Y-!'or<"' Z-Forc~ X-lt.ow.<>"t Y-~:ume<ot ~-!'.omcnt 1.02"/~S-12 3.12Mf>l~ -:l 0(,06E-l3 o.2$0~E-C9 ·2.34431:-ll -B.?.%2£-09 Sun: of re3jdu<oh X-"forct Y-Mon·.etlt Z·V.oment 1.·l~OSE-OB 9.62"19!:<03 -l 0'129E<C3 .'>.2939!:-09 -2.3H3E-ll -8.2962!:-09 su,. of ur.ti>:'ltd di<~ct.lon ""~id\:i.>.l" X-For<:e Y-fo<<:e Z-f<>rr:~ X-V.oment Y-V.oment Z-l(omant. -3.1"!80£-13 3.26e5E-l0 -9.00CHO-l2 ;.2939E-09 -2 311JE-ll -S.~%:<!>-09 r..arq~~t applied fo<<:es anu momnr.tb No~" Nod" Node X-Forc~ )"lj 933~~-10 Y-Fotr:e Z-fo<Ge X-l{oll'.ent 9 115 1 <.DOl"IR<Of. -$.0"/0lE<CZ ·1.1281E•C3 l,<>rqest r:odai n>actiow; Nod~ Node X-Forc<· Y-fo~<:e ' ' l. ;6t.~&<C2 6SHE• OJ L~rq<>~t r.o~al "''"i<:!u~h llod" Node Y-Force N<:>de 7-•fona; 2~> S.lS~"Il:>O:? 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Lir>ear Nut~dH Model~ Ver:>lon 20.C.'l.C!.COD->l!N H-1\UG-200'1 <::opyrl.ght li:l :wn, 1\!.GOR, lnG, 1\H rig-ht" r"$<;rv<;d, " " ' ''''Lit.;;~,;: stt<~~N an~lysis "' " _, C64~E··l0 -3.06HE-09 Node Node Y-V.Q1<,ent z-~:""'""t l20 " _, OM~l':-10 -3.06HI:-09 •••< M~mory Dynamlc3lly f\ll-ocat<~d l21Q2&9 KB 1requ<+et.~d h'llS$7. Klll NOI-:lN STMIN SPllR~Ii: S\J?CIIf SU?Ii:LM SOPNO!> REliC ~NOR proceaslnq "" O?BNJNG TI::M?O&\RY flLES NiJYN 0 DllTE: OCTOlli>R 1, 200'1 HME: 01:03 ?X HI PUT MODEL: C: \~oc"m"nt~ ~nd Scttinq:;\rlbl ie\l~y ~oeum~t.ts\Rl,\1\~qor M<>d~is\VIPC"I··OZ9 _<lsl_dsl .ds~d·lt;> \1 \d~ ?ROGRMC VI>RSION: 200JCH013 ~J.q.<IH Vli:RSrON: 2CC4CCOC18 ~~"db ur.<IH veRsroN: teoocooooc alqcor::fi<J.dll veRSION: 20020000M ~lg~olv~.exe V!>RSlON: 2000000~~3 amg"Olv~. ~X~ VI>RSION: 330000000 !>!':GIN NODM, DII1"F, INPUT 202 NODES llZO DOFS END NODF>J, ~1\Ti\ IN~\!1" •••* BEGIN 1"YPE-Z DI\Ti\ Hl?\!1" ?M~T 1 CONTIIlNlNG 16 ELE11EN1"S END TnE-2 Di'ITI\ IN~\!T 6£G!N TYPE-2 DIITII INPUT Pi'IRT 2 CONTIIINING ~6 &l,E~!':NTS li:N~ r¥?8-2 ~111"11 !NNIT J?.Et;Hl TY?I>-2 JilT/\ IN?VT ?IIRT ~ CONTI\!N!NG 21 f:l,EI·mNTS END TY?£•2 DI\Ti'l Hi?UT ll£N TY?&-2 DllTi'l Hl?U1" FliRT 1 CONTI\lNlNG 10 eJ,f:lt,ENrs £ND THE-2 Do\TII INPUT Sf:':(;W TYPB-2 DIITII J:N?I!T PflRT ;, tONTII!NH<:G _;·1 ~LEI,CNTS EN:> TY?£-2 JilT!, INPUT Bl>t.lN T¥?1:':-2 JI\TII lN?~T ?1\RT ~ CON1"11INING 23 I>LI>V.IWTS I>NJ T¥?!':-2 Dl,To\ lN?UT B!:lliN T¥?!::•2 DllTII INPUT ?1\RT 7 CONTlllNING ~B EJ,EK~Nl"S END TYPE-2 DIITl, INPUl" f.~t<J rli:J~ H1<l ·•ir.c ir:fm::m~tio" for pro<JPsso~: BEGIN LO!ID lN?\!T Gtavity diroctior' 'Ji!c:tor O.OOOOR<DC O.CCCCB<CO .. J.OOOOEoOC On"' load c~~c, Loe<l f<J.~r.o< l.OGE•OQ in tM ht. b~sb<t i" low:! c«r<~ l LOa<! t'i<Ct<.>< l.OOf.<OC in tM~ 2~d Ms~H ir. load <:<>S~ l !>~J LOIID JN?\H Syr..bolic i\%<llt.bHr:(l U~ifOg tlw Ro~·-t<itr, 1·:4trix l'rofil" lls$eml,lc,d ir. One !.lloc>:. R<•<:l Sp<>-WP l(iltrl>< i\,SN<'l:>ly 34 it\ the upper oU-di«qonnl watri~: 01.'r..be> ot "''trie5 in tile protil<> lT/02 n~mbe~ ot "Yfl'bolic '""'~"'" entries 13462 number d ~"'>1 nor.z~n.> ~nuies ~880 Spnrse M~td:5Semble<.! ir. or.e lil<><:l'. Load Ga3e 1 En<.! $p~rse l>ol.V<>r Sol\:tivn SE:GlN ~lSPLl\CEV.ENT OUT?UT ?IUN"l' 0!" PlS?Ll\CEl~ENT OUTPUT SUnRE$SEP E!-IP ~lSPLl\C~V.EilT OUTPUT BEGINNING Ri>IICTION COV.?tlTiiTIONS L0!1Xi1SES RE!IJ\lNING 1 '' •• ll!,OC~5 R!:I'J\Ul"ING '' '• ?/IRiS Rl*o\HHNG • * •• ELEV.ENT /GLOBitL CONTRlSIJTrONS ?~rt Tfl~ 1st ?1\RT CONTIIlNlNG ~B E~Et{eNTS ?!IRTS R!:t1J,INING 6 ELEV.ENT/GLOBI\!, CONTI<lBUTIONS ?"l"t. THE 2n<.! PIIRT CONThlNlNG 18 ~l,Et11i!~l'S ?IIRTS RIW.l\IN!NG ~ ~L<;M<;Nr/GLCBI\L CON1'RIB\JT!ONS ?O>rt- TE~ .)rd P!IR"r CONTI\HHNG 24 f:LtMENTS ?1\RTS R!>V.IIlNING £Li;";!-ISN1/G!,OS[\L CONTRIBUTIONS ?,nt_ Tli£ ~tl1 ?ART C(lllTT,INlNG ~U f.J,EV.SNiS ~ARTS R~lt.!\INING .) EL£V.£NT/GLOBI\L CON:I'IUBUTWNS ?a~t TilE 5th PM<T CONTAINING 0"1 ELE~:ENTS ?!\RTS REVJUNING •••• Ji:.J,EMENT/GLCE!IL CON:I'RIBUTIONS P«rt THE 6th ?1\RT CONTIIINING 23 EI,R!t,li:.NTS PIIRTS RE~t,I\INING O.L~El':NT/GLOI>I\L CO!lTI\IBUTlONS ?art- TP.~ "ltl1 .?1\RT CO!lTAINlN(; ~B f.L~t1ENTS SNDING REI\CTION COI~?UT!I'l'rONS u~.t"l S. "lOS Hlobytes d3.t3 9.559 kilobytes "' '" o. oon Hlol)yt<>.o "' tlC O.OM HlolJyte:;; "" "' 18.938 H!.olJyt"" "' "' e. "ISC Ulobyteg " "' e.ns Hlobytet ,, '" c .000 Hlobyt~s ,, tl5 0.000 x; lobyt<>~ ds.tl"l c .coo kilo!>yteN ds.tOl 23.125 ~ilobyt.es ds.t.52 H9.188 Ulobytes ds.t01 1 •. 19B kilobyt.G"o ds.tSS 11. "10"1 kil<.>lJyte~ ds.t% 29.111 kilobyt<>s <Is. t5B 8. "150 kilobytes ds. t~9 o.occ blobytes 6.an k!lobytes 9.016 kilobytes '•'' OEGlN PELET!NG TEti.POR~RY f'!LES ?~QC~nir.q complot<!<l for model: !C:\Oo>.<:m<>nts i:!nd S"'ttings\"!"sll.q\ll,y Documentu\RL\1\lqor tt.odel-s\\•IPO"I-029 d~l d~l.d~ data\!\d;j T~tf,?ORMIY f'ILBS PELII!TED --- END OF SUCCBS5fUL EX~CUTION S.:b-tot«l ela;ls~<.! tl:o.P. llL(;OR !RI Stres$ Cal<:ul.«t.ion IJtility V<>rsion 2C-03.0l.OC1J-VIlll 1~-1\Uf>-200"1 Copy.-iqht {cl 2CC"i, 1\LGOI\, lnc.. 1\H dqht,; r~.,,rved. ~1\TB; OCTOBER ~' ~DO-! rum: Cl:O:l ?M IN PUr. • ••• C: \tmcum<>nt.s ~r.cl Set.tl~:qs\r lesll~\Ky ~o~ooe<mt~\RL\1\lqor V.odels\11?0"1-029 _<ld_<.!~l d,_<.!ata\1 \<.!s B~GlN rY~f:-?. D/\T/'1 !NPUT 48 BLEt-:ENTS W" TY?B-Z ~llTll lN?UT B~GlN 1'Y?~-2 JIITI\ INPUT 18 ELEMENTS f:NJ TY?E-2 PI>TI\ INPUT !IF.GlN TY?E-2 Dlli'il rNPUT 21 ELE11ENTS .... END BEGIN 18 ELERENTS DI\T/1 INPUT D/'ITI\ !N?UT ~ND TYi'~-2 ~1\Tll !N?\Jj" BEGIN TY?E-2 ~1\rl\ lN?UT 0"1 ELEMENTS f:N~ TI'~E-Z PJ\TI\ INPUT S~GlN TY?~-2 DI\T/'1 !N~UT 23 !;Ul~ENTS ~Nn TY?E-Z DI\TII INPUT «•• BEGIN TYP~-?. DI\TI\ INPUT 18 ELE!(ElnS '' •• END TY?~-7. DJ\T/'1 !NPUT '''' ~lritinq "tr~"" ~r.<l st.r~in <.>~tpet files '''' ~r,rd <.!i"k tile si~e inforwM.iOro tor p<>~tproce~Bor: <Is. $or. bl. ~20 U !obytes dS.I>BO ~J.266 kil<l!>yte" d~.st<> 23.266 kilol!yt~" 35 End of Sl>CGf<sc;h:! "'""'utior. MKN~O <1iaP~"d tim" 36 A endix STRESS Load case:· 1 .of 1 Maximum Value: 12177.,1 lbf/(ln 4 2} Minimum Value: 16.78041bf/(in''2) DISPLACEMENT Worst Stress Absolute Value lbf/(!n~2) 12177.05 10961.03 9744.999 8528.972 7312.945 6096.917 4880.89 3664.863 2448.835 1232.808 16.78037 37 Load case: 1 or 1 Maximum Value: 1.52134 ln Minimum Value: 0 In LOADING Displacement Magnitude Absolute Value In 1.521341 1.369207 1 .217073 1.064939 0.9128045 0.7606704 0.6085363 OA564023 0.3042682 0.1521341 0 38 LoM c_a'se: 1 :of 1 ~a~mumv 1 •. -a. ue.· .. 1217?, 1 'lb(J(In"-2) 39 Design Analysis PAT & CHEVRON USA CONDENSATE AND WATER PUMP SKID Created By Robert Leslie Technical Resources Project created on 9/5/2007, Last updated on 10/4/2007. Project reviewed on 10/4/2007. 40 Summa Description SKID WITH WIND/SNOW lOADING Mode/Information Analysis Type -Static Stress with linear Material Models Units-English (In)-(lbf, In, s, deg F, deg F, V, ohm, A, ln~lbf) Modellocatlorl-C:\Oocuments and Settings\rlesUe\My Documents\Rl\Aigor Models\WP07-029_dsl_ds1.fem Design scenario description -Design Scenario # I 41 Analysis Parameters Information Load Case Multipliers Static Stress with Unear Material Models may have multiple load cases. This allows a model to be analyzed with multiple loads while solving the equations a single time. The following Is a list of load case multipliers that were analyzed with this model. Load Case Pressure/Surface Forces A<:eeleration/Gravlty Displaced Boundary Thermal Voltage 1.053 0 0 Gravity Information The following lists the values used If acceleration or gravity was Included In the analysis. The Acceleration/Gravity direction multiplier Is multiplied by the Aeceleratlon Due To Body Force which Is then multiplied by the Aeceleratfon/Gravlty load case multiplier. Acceleration Due To Body Force= 3$6.41n/s• Acceleration{Gravltv X Multiplier Acceleration/Gravity Y Multiplier Acceleration/Gravity Z Multiplier 0 _, Multiphysics Information Default Nodal Temperature Q Of Source of Nodal Temperature None Time step from Heat Transfer Analysis ""' Processor Information Type of Solver Automatlc Dlsable Calculation and Output of Strains No calculate Reaction Forces "' Invoke Banded Solver "' Avoid Bandwidth Minimization No Stop After Smfness Calculations No Displacement Data In Output FJie No Stress Data in Output File No Equ~tlon Numbers Data In Output File No Element Input Data In Output File No Nodal Input Data In Output File No Centrifugal Load Data In Output File No 42 Part Information Part ID Part 1 Part 2 Part 3 Part 4 Part 5 Part 6 Part 7 Element Properties used for: • Part 1 Elemellt Type Stress Free Referer~ce Temperature Ulyer 1 -Area Layer 1-SA2 Layer 1 • SA3 Layer 1 ·Jl. Layer 1 "" Layer 1 "" Layer 1 -52 Layer 1-53 Element Properties used for: • Part 2 • Part 4 Element Type Stress Free Reference Temperature Layer 1 • Area Layer 1 -SA2 Layer 1 -SA3 Layer 1 -J1 Layer 1 -12 layer 1 -13 layer 1-52 Layer 1-53 Element Properties used for: • Part 3 Element Type Stress Free Reference Temperature Layer 1 • Area Layer 1 • SA2 Layer 1 • SA3 Layer 1 • Jl Layer 1 • 12 Layer 1 ·!3 Layer 1 ·52 Layer 1 ·53 Element Properties used for: • Parts Elemeot Type Stress Free Reference Temperature Layer 1 -Area Layer 1 • SA2 Layer 1 • SA3 Layer 1 • )1 Layer 1 ·12 Layer 1 "13 Layer 1 "52 Part Name Element Type Beam Beam Beam Beam Beam Beam Beam Beam 0 ., 2.25 1.5 1. 2.57335 1.29668 2.54688 1.29688 1.69792 Beam 0 ., 1.73438 1.125 0.75 2.10698 1.06134 2.0506 1.06134 1.36707 "''m 0 ., 1.35938 0.75 0.75 1.11644 0.752258 0. 752258 0.752258 0.752258 Beam 0 ., 11.8 0 0 0.794 28.9 51.8 8.25 Material Name Alumi(l!.lffi 60.63.·T6. Atlm:!lllUJILJiO.!U:I!i. Aluminum 6063-T6 Steel IASTM • A572} Aluminum 6063-TG A1Umi!JU!)')_.6_06~c:r:6;. 60_6.1c.n.i_S_~ 43 Layer 1 -53 64.7 Element Properties used for: • Part 6 Element Type "'m Stress Free Reference Temperature 0 Of Layer 1 -Area 2.4 Layer 1-SA2 ' Layer 1-SA3 0.5 Layer 1-J1 3.97166 Layer 1 -12 1.712 Layer 1 -13 6.54375 Layer 1-52 1.712 Layer 1-SJ 2.6175 Element Properties used for: • Part 7 Element Type ,.,m Stress Free Refer<mce Temper<~twre 0 ,, U.yer 1 -Area 1.875 Layer 1-SA2 1.26563 Layer 1-SA3 0.625 Layer 1 -J1 0.0648193 Layer 1 -12 0.263184 Layer 1 -13 2.75098 layer 1 -52 0.263184 Layer 1 • 53 1.63021 Materia/Information Aluminum 6063-T6 -Beam Material Model Standard Material Source Algor Material Library Material Source File C:\Program Flles\ALGOR\20.02\matllbs\algormat.mlb Date last Updated 2004/10/28-16: 02:00 Material Description None Mass Density 0.000252651t>f*s"2/ln/ln3 M"dulus of Elasticity 9993200 lt>f/ln~ Poisson's Ratio 0.33 Thermal Coefficient of Expansion 0.000013 lfOF Steel (ASTM -A572) -Beam Material Model Standard Material Source Algor Material Library Material Source File C:\Program Flles\ALGOR\20.02\matlit>s\algormat.mlt> Date U.st Updated 2004/09/30-16: 00: 00 Material Description High-strength low-alloy Mass Density 7.35e-4 lt>f•s"2/ln/ln3 Modulus of Elasticity 29e6 lbf/ln' Poisson's Ratio 0-29 Thermal Coefficient of Expansion 6.5e·61fOF Aluminum 6061-T6; 6061~T651 ~Beam Material Model Standard Material Source Algor Material Library Material Source File C:\Program Fl\es\ALGOR\20,04\matllbs\algormat.mlb Date Last Updated 2004/10/28-16 ;02 :00 Material Descrlptlr>n None Mass Density 0.00025265 Jt>f"'s"2/ln/ln~ Modulus of Elasticity 9993200 lbf/ln' Poisson's Ratlo 0.33 Thermal Coefficient of Expansion 0.0000131111fOF 44 Load and Constraint Information Loads FEA Object Group 38: Beam Distributed Loads Beam Distributed Load ID Description Line ID Magnitude· I Vx·I Vy-I Vz-I Magnitude·J Vx-J Vy-J Vz-l A B 36 Unnamed 47 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 35 Unnamed 92 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 34 Unnamed 80 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 33 Unnamed 79 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 32 Unnamed 76 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 31 Unnamed 84 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 30 Unnamed 83 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 47 Unnamed 33 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 46 Unnamed 91 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 45 Unnamed 88 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 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3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 60 Unnamed 30 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 59 Unnamed 29 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 58 Unnamed 28 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 57 Unnamed 75 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 71 Unnamed 27 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 70 Unnamed 26 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 69 Unnamed 25 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 68 Unnamed 68 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 67 Unnamed 67 3.610000 0.000000 1.000000 o.oooooo 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 66 Unnamed 72 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 2 Unnamed 81 3.610000 0.000000 1.000000 o.oooooo 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 11 Unnamed 41 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 1 Unnamed 85 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 9 Unnamed 39 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 3 Unnamed 84 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 8 Unnamed 38 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 5 Unnamed 52 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 6 Unnamed 96 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 7 Unnamed 97 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 4 Unnamed 51 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 45 10 Unnamed 40 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 20 Unnamed 64 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 19 Unnamed 61 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 18 Unnamed 60 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 17 Unnamed 57 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 16 Unnamed 56 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 15 Unnamed 53 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 14 Unnamed 52 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 13 Unnamed 43 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 12 Unnamed 42 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 29 Unnamed 76 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 28 Unnamed 64 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 27 Unnamed 63 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 26 Unnamed 60 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 25 Unnamed 1 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 o.oooooo 0.000000 1.000000 24 Unnamed 69 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 23 Unnamed 68 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 22 Unnamed 92 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 21 Unnamed 65 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 38 Unnamed 73 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 37 Unnamed 48 3.610000 0.000000 1.000000 0.000000 3.610000 0.000000 1.000000 0.000000 0.000000 1.000000 FEA Object Group 39: Beam Distributed Loads Beam Distributed Load ID Description Line ID Magnitude~ I vx~I Vy-I Vz-I Magnitude-J Vx-J Vy-J Vz-J A B 78 Unnamed 5 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 79 Unnamed 7 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 76 Unnamed 41 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 93 Unnamed 37 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 92 Unnamed 47 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 94 Unnamed 39 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 95 Unnamed 13 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 73 Unnamed 3 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 87 Unnamed 33 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 74 Unnamed 9 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 83 Unnamed 21 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 89 Unnamed 23 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 82 Unnamed 19 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 88 Unnamed 35 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 86 Unnamed 29 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 85 Unnamed 27 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 77 Unnamed 43 ·5.830000 0.000000 0.000000 1.000000 ·5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 81 Unnamed 17 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 90 Unnamed 25 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 84 Unnamed 31 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 80 Unnamed 15 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 91 Unnamed 45 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 72 Unnamed 1 ·5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 75 Unnamed 11 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 FEA Object Group 40: Beam Distributed Loads Beam Distributed Load ID Description LineiD Magnitude-I Vx-I Vy-I vz-1 Magnitude-J Vx-J Vy-J Vz-J A B 98 Unnamed 10 -5.830000 0.000000 o.oooooo 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 109 Unnamed 28 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 99 Unnamed 42 -5.830000 0.000000 o.oooooo 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 46 106 Unnamed 30 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 104 Unnamed 20 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 103 Unnamed 18 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 102 Unnamed 16 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 101 Unnamed 8 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 118 Unnamed 12 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 117 Unnamed 40 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 116 Unnamed 38 ~5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 115 Unnamed 46 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 113 Unnamed 24 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 112 Unnamed 22 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 111 Unnamed 36 -5.830000 0.000000 0.000000 1.000000 ·5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 110 Unnamed 34 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 119 Unnamed 14 -5.830000 0.000000 0.000000 1.000000 ·5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 105 Unnamed 48 ~5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 97 Unnamed 4 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 96 Unnamed 2 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 100 Unnamed 6 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 107 Unnamed 32 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 108 Unnamed 26 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 114 Unnamed 44 -5.830000 0.000000 0.000000 1.000000 -5.830000 0.000000 0.000000 1.000000 0.000000 1.000000 Constraints FEA Object Group 30: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 116 Unnamed 765 N/A No No Ye' No No No 118 Unnamed 81 81 No No Ye' No No No 119 Unnamed 77 77 No No Ye' No No No 117 Unnamed 785 N/A No No Ye' No No No 137 Unnamed 5 5 No No Ye' No No No 138 Unnamed 685 N/A No No Ye' No No No 139 Unnamed 695 N/A No No Ye' No No No 140 Unnamed 705 N/A No No Ye' No No No 141 Unnamed 725 N/A No No Ye' No No No 142 Unnamed 735 N/A No No Ye' No No No 143 Unnamed 745 N/A No No Ye' No No No 144 Unnamed 755 N/A No No Ye' No No No 145 Unnamed 715 N/A No No Ye' No No No 146 Unnamed 775 N/A No No Ye' No No No 147 Unnamed 89 89 No No Ye' No No No 159 Unnamed 538 N/A No No Ye' No No No 148 Unnamed 85 85 No No Ye' No No No 149 Unnamed 498 N/A No No Ye' No No No 150 Unnamed 578 N/A No No Ye' No No No 151 Unnamed 508 N/A No No Ye' No No No 152 Unnamed 528 N/A No No Ye' No No No 153 Unnamed 488 N/A No No Ye' No No No 154 Unnamed 558 N/A No No Ye' No No No 155 Unnamed 568 N/A No No Ye' No No No 156 Unnamed 518 N/A No No Ye' No No No 157 Unnamed 478 N/A No No Ye' No No No 158 Unnamed 548 N/A No No Ye' No No No 124 Unnamed 57 57 No No Ye' No No No 120 Unnamed 73 73 No No Ye' No No No 123 Unnamed 61 61 No No Ye' No No No 47 121 Unnamed 69 69 No No Yes No No No 122 Unnamed 65 65 No No Yes No No No 135 unnamed 13 13 No No Yes No No No 125 unnamed 53 53 No No Yes No No No 126 Unnamed 49 49 No No Yes No No No 129 Unnamed 37 37 No No Yes No No No 132 Unnamed 25 25 No No Yes No No No 134 Unnamed 17 17 No No Yes No No No 136 Unnamed 9 9 No No Yes No No No 131 Unnamed 29 29 No No Yes No No No 128 Unnamed 41 41 No No Yes No No No 127 Unnamed 45 45 No No Yes No No No 130 Unnamed 33 33 No No Yes No No No 133 Unnamed 21 21 No No Yes No No No FEA Object Group 32: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 187 Unnamed 720 N/A No No Yes No No No 188 Unnamed 730 N/A No No Yes No No No 189 Unnamed 740 N/A No No Yes No No No 190 Unnamed 750 N/A No No Yes No No No 191 Unnamed 760 N/A No No Yes No No No 192 Unnamed 710 N/A No No Yes No No No 193 Unnamed 790 N/A No No Yes No No No 194 Unnamed 503 N/A No No Yes No No No 195 Unnamed 493 N/A No No Yes No No No 196 Unnamed 91 91 No No Yes No No No 197 Unnamed 87 87 No No Yes No No No 198 Unnamed 523 N/A No No Yes No No No 199 Unnamed 583 N/A No No Yes No No No 200 Unnamed 513 N/A No No Yes No No No 201 Unnamed 533 N/A No No Yes No No No 202 Unnamed 573 N/A No No Yes No No No 203 Unnamed 563 N/A No No Yes No No No 204 Unnamed 483 N/A No No Yes No No No 205 Unnamed 553 N/A No No Yes No No No 206 Unnamed 543 N/A No No Yes No No No 172 unnamed 47 47 No No Yes No No No 173 Unnamed 43 43 No No Yes No No No 174 Unnamed 39 39 No No Yes No No No 175 Unnamed 35 35 No No Yes No No No 176 Unnamed 31 31 No No Yes No HNo 177 Unnamed 27 27 No No Yes No No 178 Unnamed 23 23 No No Yes No No No 179 Unnamed 19 19 No No Yes No No No 180 Unnamed 15 15 No No Yes No No No 181 Unnamed 11 11 No No Yes No No No 182 Unnamed 7 7 No No Yes No No No 185 Unnamed 690 N/A No No Yes No No No 186 Unnamed 700 N/A No No Yes No No No 161 Unnamed 770 N/A No No Yes No No No 162 Unnamed 780 N/A No No Yes No No No 163 Unnamed 83 83 No No Yes No No No 164 Unnamed 79 79 No No Yes No No No 165 Unnamed 75 75 No No Yes No No No 48 166 Unnamed 71 71 No No Yes No No No 167 Unnamed 67 67 No No Yes No No No 168 Unnamed 63 63 No No Yes No No No 169 Unnamed 59 59 No No Yes No No No 170 Unnamed 55 55 No No Yes No No No 171 Unnamed 51 51 No No Yes No No No FEA Object Group 33: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 207 Unnamed 148 148 No No Yes No No No 208 Unnamed 146 146 No No Yes No No No 209 Unnamed 147 147 No No Yes No No No 210 Unnamed 145 145 No No Yes No No No FEA Object Group 34: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 212 Unnamed 675 N/A Yes Yes Yes No No No 211 Unnamed 1 1 Yes Yes Yes No No No FEA Object Group 35: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 213 Unnamed 93 93 No Yes Yes No No No 214 Unnamed 588 N/A No Yes Yes No No No FEA Object Group 36: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 215 Unnamed 95 95 No No Yes No No No 216 Unnamed 593 N/A No No Yes No No No FEA Object Group 37: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 217 Unnamed 3 3 Yes No Yes No No No 218 Unnamed 680 N/A Yes No Yes No No No 49 Processor Output Processor Summary ~LGOR (RI Stutic Stre~s "'it.l> r..ine~r l';;tt.n·ial IOod&ls Version 20.03.0l.0013•NHl H-liUG-200'1 Copyrlqllt (c) 200'1, l•LGOR, lnC. 1\.J.l dqhts >::<MV;J:V<;:d. "" V.emory Dynamically lllloc~r.ed 121626~ KB {reqoest~d 1~'11882 KBI ?ROGRM: VERSlON: 2003010013 ,,Jq.c.!H VERSlOII; 2001000018 U9Bdb ~r.dll VERSlON: l8COCOMOO al.gconfiq.dH VERSION: 2002000061 "lg~olve.~>«< VERSION: 20000004£3 ~mg,..:>ive.o,;;e VERSrON: .130COOiJOO 1•• '' CONTROL !NfOW.I\TION r.umbH of node poir.ts r.umber of eleme11t typ<!S """'-ber of lo~d cases """'-t:nr of t'r<Jq\l~nd"s ar.<J.Jys.\s type code equ~tions pet bloc!< bandwidth minimhati<m flag qruvit4tional cor.~tant n1'ml>H of equ#tions ~RlNT OF NOOIIL :JI\1'1\ SIJ?PRESSE~ WUI(NPJ n1!;;Ln?J (LL) (Nf) {NDYNI (K£01!1 {lt.!ll!lNDI (GMVI (NEOI PRWT OF £0\ll\TrQN miMS!:RS SUnR~SSE;:> ?IUNT OF TY?E-2 E<.E!-:ENT i:li\"ri\ ii\JPPR~SSEO PRINT OF TY?!:-2 EL!:M!:t'IT DM"i\ $\!?PRESSED PRINT OF TY?E-2 EL~MENT ;:>1\Tl, SU?PRF.SS£D PRINT 0~ l'Y?E-2 EL~MENT ;:>1\'l"!, SUPPRESSED ?RHIT 0~ Tl'rE-2 ELEMENT ;:>1\T/\ SUHRESi;EO PIUNT Oi' TYH:-2 ELEV.ENT >Wtl> SUPPRESSED ?RINT Oi' T~~£-2 ELEMENT i)/IT!> SUPPRESSF.r! Ha~d diM: file she J.r,rormutim> for pn;"'"·~~or: 3.86~CEt02 ll20 10091.910 megilbyte.~ 0. 00001:< CO C. OOOOE• 00 -l.. OCOOE• 00 1'''' f.:LEKENT Wl\P !WLrJ?l..:tERS Ir>VO~ing ?ur<lllel SCSLli'J-EXT Sparse SoJ.ver Symbolic ''"smnbling U~ing th" Row-Hits K~t.dx Pro(Hf! 1\st.cmi>h<l in one H<>c~. R<!aL Spar•c lt,,;tdx lln,lmnbly . l'''' STIFf"NESS 111\TRIX PIIRr>V-P."l"ERS minimc:m noi>-M!ro <:li~qor.ill. nlmr.ont. maximc:m <liilq<>nal <>l.~rr.~nt m~ximum/ml nlro.um aver~qe diil<JOI>~l eie>r.e~>t 2.9·118!:<03 S./231£<03 L94~0£oC( 2.708"/l'.oce the minimum ~s J'o~nd ~t cql;atio~ 3"1"1> fL\>de···-1"13 Tx the r<<l~imum is fo1'nd at. ~qc:atio~ 23' ~o(f<>'~ Ry ir. tl>e upper oft-dlaqon~tl m~t.ril<: r.l}mbet ot ant~i"" in tbe profile 1"1102 number ot ~yml,oJ.ic nonr.e•o entri<>~ 13162 numbet or re~l f>onze.-o ent•ie.• 188~ Spars~ 1-lanix 1\~:;~mbl.ec:l in OM aJ.oc~ Load "''"" 1 tO.OO ot availabl" memo<Y io itllocat.ed tor th" spow~e ~ol.v"r rnomo<y t~q>;ir~d to~ t.l;<> ir:•cor~ "olvin<J> 3~9 ~b.; memory req.:ir~;(f (Ot ~b' o~t-ot~corQ soJ.vinq: 18"1 'b" memo<y "~'""'"tly allc~~t.ed: 1>33193 ~b~ !:nd 5p;•rs<> SOlV~t Sol,;t.i<>n """"' of ••Prli<><l !ot<:('~ X-fOt(:r, "l"•f"<H"G>) ~-I'O<CC )(-V,o~r.~n~ Y·I{O"•.ent Z-I{O>r.ellt -2.P~lE-CS 9.62"/1E!C~ -2 5(,~71:oC~ -~.l~3H>Jl •9.9f.6f.E·2:l ·6.8?.~2£-~1 Sl;n. ol re~Gtior." X-for<:e ¥-for<;~ Z•forCf< X-V.ow.ant Y-~:ow.~"t. Z"l-:orr.ent. -t.~94n-12 -J.."IC!>3E-D :l.&CS~£-1{. :>.0682£-09 Z.%6"1E-ll -3."1~69£-09 S»m o( N~iduah X-l'or<:e Y-force Z•i'o•ce X-Mom~nt Y-!{om<~nt Z-Momer:t -2.1"1~3£-08 9.62"19E<C3 -2.~6~'/E•C~ !>.06~9E•09 2.:;66"11>-H -3.7~696-09 Sum of unfixe(f dirr.ctior: """idual.9 X-l'orce r-For;:e Z-for<;e X-l~oment Y-V.oment Z-Momel\t -~.l9i>Oi>-l2 .l.6/,Z6E-l.O l.2~J.OE-!0 0.0619£-09 ;.:.~66"/E-11 -3.1:0G9f;-09 L·Hq"<><Jt V.ppJ.i«d to<"~<l$ ""d moment" No(!~ Nod~ No <:I~ Node Nod~ Node X•f'orce Y-fone l.-fo~Ge X-II,Oment. ¥-l(mr.ent Z-lt;om~nt '"' ' 115 ' '"' ' -1. ICCH-09 f..OCl."IE<Cf. _, 0"101£<02 l.~$39E•C3 1. ~~C3E-09 l.32~"1E<02 l,~rqe~t Mdi>l ,~,,~tlons Node N<>d~ N<\de Node Nod~ No<l~ x-ro•~e X-fo~G~ Z-l'o>G<l X-!,ow.nnt. Y··l(o:r.er.t z-~:on·.,.r.t ' ' '' " '" ' _, ~623E; 02 1.6S66E<03 _, 3"16~£•0:? _, ~0.191;•03 -·1.£eHE-C9 -1.326"1£<02 ~arq<!st nodd t<odd~~l,; Noc:l~ Nocte No(ft, Nod"' No(le Nod" X-fcxce Y-Fo.c~ Z-i'orce X-V.omenr. "1"-V.on;~nr. z-v.omnt't 50 '' " _, ~6?.31>•02 ~.S1B9£t03 _, lD"I~oO.l 2. 16"11£-10 Largest urdix~d 'Hr<>ct.ion "'"'iduH~ l~oda Node Node N<>de X~fo~ce )'-Force z-torce X-!>:om~nt. '' " '" " <. 10S6£-ll -6.63&2B-l0 3612~-11 2. '16"/lE-lO UNIT NO. 0.009 UNIT NO. 0.009 UNIT NO. c.ooo UNIT NO. '" 0.000 ONll' NO. " 0.018 UNl'i' NO. " 0.009 UNU NO. D 0.009 UNIT 1~0. " 0.000 UNIT NO. , 0.000 UNIT NO. " 0.000 EJIH'I' NO. " 0.023 UNJT )'10. " C.:JH UNIT NO. " 0,001 \JNJ'l' NO. ~~ 0.011 UN!'!' NO. " 0.029 UNIT NO. " 0,009 UIHT NO. ~9 0.000 TOTI\L. 0.1"13 11~g~byf.es Processor Log 1\!.-GOR 0'1) Static St~e~-• with Lit>eur Kuted;a ICod<>l" Ver~ion 2C.OJ.Cl.CCJ.3-l'I!N 11-lltJC.-200'1 C<>;>yriql:t (<:1 200'1, 1\Lt.OR, Inc. nu riqhtg rM;o-,rve<L $true~..,~~! '"' Lir.e<>r ~tress a~a!y.~i:J "' ;; 1.28"1'1£•10 _, 3'1~5E-C9 Node Nod<1< X-t;oment Z-1-!oment 1.'12 ;; J.20FIE-10 -2.37~~!>-09 11mr,ory Pynarr.i<;ally rdlocato<cl 12<6289 ~8 ]requested 15"1188~ KB) NO~lN S'l'MlN S!>I\RSE SU?CNF SU?ELit. SJr?NOiJ R£1\C f:NOR OP~NlNG T!:V.?OMRY F:ELES NJJYN l:WFE: OCTOBER 1, 20C"/ Tl!-(E: 01:2C PV. HI?\H z-:OPEL: C:\llocmnMts ,,n<l Seninqs\r:lQ"liG\~:y ~ocmter.ts\f<!,\1\Jgor Koct~h\VIP07-029_dsl_dill ds_dot~\l\ds ?ROG&\It. VERSION: 2003010013 alq.dll Vf:RSlON: ?.00100001B aq~<lt> <>r.dll VERSION: 1800000000 nlqcor::f.I<J.dl.l VSRSrON: 20020000M dlqsolve.exe VfORS!ON: 2000000163 at.HJSOlve.exe Vf:RSrON: )~COQOCOO '''' llEG!N NODI\L PI\TI\ INPUT ?.()2 NODES 1120 DOFS I>~D NO~/\L pf,TII INP~T ll!>(:H~ TYPE-2 l:Wrl\ !NPUT i>IIR"l' L CONT/\:t:N:tNG 48 EL£1(£NTS EN~ T~PE-2 1!1\Tll !Ni'UT Bi:GIN TYPE-2 D/\T/1 INPUT ?f,f<T 2 CONTI\rNlNG ~8 ELEV.ENTS ENi) TY?E-2 DI\'U, INPUT llEGJN :rY?E-2 :JI\1"~. !Nl'UT ?1\f<T 3 CONTI\INING 2~ ELEMENTS END TY?E-2 ~iiT/1 IN?\\T BEGIN rtPE-2 )l,TI\ lN?IJT ?liRT 1 CONTliiiHNG 48 ELEI(ENTS f:N) TY?E-2 DI1Tll !N?UT BEGIN rY?E-2 D~T/1 lN?UT ?o\RT ,> CONTI\lNlNG 57 EL~l-'.ENTS EN) TY?E-2 Dl\rl'> IN?UT BEGIN TY?E-2 !ll\71' IN?UT ?1\RT <; CONTI\INING 2 3 ELEV.E~TS END tY?!:-2 ~1\TI\ IN?UT •••• llEGlN TYPE-2 DI\Til IN?OT ?1\RT 'I C:ONTI\INlNG 4S ELEI1ENTS '*" END 1'YPE-2 ::lf>TII Hl?UT •••• 1;~rd di~!: file size infor<t.ution to.-P"'""'"~<>r: BEGIN ~O~D lN?UT 10091.910 meg~bytb Gri>vity directior. ""~tor C,COOOE•OC 0.0000£!00 -LCCCCE+CC Ot:e load case. Lo~d tr,ctor l.CCE!OO iO' the 1St ba"~et in !o-~d ~~se 1 Lo~d factor l.C~E•OC ic the Znd Msket in load Cllse 1 END LOI\D lN~OT symi>oHc 1\ssell'J:>linq U"it:g tbe Row-Hits Matdx P<otHe ll~~<lmbled ir. One 2locf""' "'' Re"l SP•)"~" l(,)tdx /\s.~er<Joly 51 in tile upper off-di,qon~l mntdx: numbe.:-of er.tde~ in che prof He l 7702 "umb"'" of' s)'l;'.boHc r.onz~.-o <~ntrie" 134~2 number of' re~L non~"'"" entries 1885 Sporse 1-:~trix 1\ss<>fr.bled in o~e Bl-oc;~ Load r.as<l l End Sp~rse SolvR~ Solution llF.:GJN DlS?Lii(:E~:ENT OU'l'PU'l' '"' PR!N'l' OF D!S?LIICE!'II>N'l' 001'?\J'l' SUPPRESS!:~ '''' l':ND rHS?LIICE~;EN'r O\Jn\J'l' '' •• llF.:GlNNlNG RE/\C'l'lON COlOPUTJ\'l'HINS •"' LOJ\DCIISES RE~;li.UHNG l "'' BLOCKS REWIHllNG •' • • PI\RTS REtt,T,HHNG 'I •••• ~L~£N'r/GLO!l/\L CONTRIBUTION,~ ;>~rt '!'HE lst. PI\RT CONTI\!NlNli 18 ELE!1ENl'S ?1\RTS RE!Ol,INlNG ELWEN'l'/GLOiliiL CONTRIBUTIONS ?<In THE 2nd ?l•R'l' CON1'r1lNlNG 18 ELE!1ENTS ?1\R'l'S RE!-!:1\lNlNG ELI':MEN'l'/GLOBI\L CON'l'Rl!liJTlONS hrt TI:'E 3rd ?llll'r CON'l'l\lNlNG N ELEf:!:WfS ?1\R'l'S REMlllNlNG ~ 1-:U!O~NT/(;LOB/\L CON'I.'RillOriONS ?~rt 'l'HR ~tl1 ?1\R'I.' CONTillNlNG ~6 ELE~>EN'I.'S .,., PI\Rl'S REMII!NING •••• ELI*E~'I.'/GL<J!lAL C0NTRl!l01!0NS ?art THE 5t.h PI\RT CON'I.'I\rNlNG Yl £LE!1ENTS ?l'IR'I.'S REW\HliNG ELEKENT/GW!ll'IL CON'l'RlBO'I.'rONS P~rt ~ Tm:; 6t~ ~1\R! CON'l'l\lNlNG 23 ~LE!;ENTS ?J\R'l'S REV.I\lNJNG E!,EMI:N'l' /GL0~/1\, CONTRri>!J'I.'rONS ?art 1'HE H.~. ?1\!U' CON!I\INtNG ~S ELEio:!:IITS ds.l'l d:..t8 <l6.t9 <:l~.t.lO d*.tll ds.tl2 d,.tl3 d~.tH <13.tl:> d~.t.l"l ds.tOl ds.t~2 d:;, tO~ d~' t$5 d" .t~6 d" .t58 d~.b~ ds.l <:1~.do e. "I~$ kilobyte~ 9.059 Hlobyt.~~ 0.000 Kilobyte~ C.COC Hlot.ytes 18.938 kUobyt.«s 6,"150 Hlobytc~ 8."1~6 ld!obyt~s 0.000 l".Jiobyt.es C,COO Kilobytes C, COO Ki.l.obyt.e~ 23.120 bl<>byt~" 3~9.HU kilobyt"s ~.398 Hlobyt~s H. ?07 Ulobytes 29.111 ~il<>bYt"s $,'100 Hlo~yte$ 0.000 Hlobytes £.82~ kilobycc:> 9.516 Ulobyte~ '' '• ~EGlN DELF,TJ:NG reM?ORIIRY FrL£5 Processir:q co!\\pl.ete<:! for rnodnl; !C:\Doc"'r.er.ts and S«ttinq"\deslie\~ly !Jocom.,ts\RL\1\lgor Kodel~\l•l;>(n~Ol9 d~l <1~1 ds_data\1\d~l ""' 1'i;:i1?0Rr,R~ FILES ~EJ,El'ED -- •• '' ~ND OF SUCCESSFUL EXI::CU'I.'rON 1\LGOR (R) Strc:ss Cal<::ohtion Utility VersiOI) 20. 0.1, Ql, 0013-l'l!N H-JIOG-2CC'! Copyrlqht l~l f.CC"I, 1\LGOR, lnc. illl rights reserved. i.ll\r£: OCi'Olll::t\ ~. 2CO'r TIIO~: Cl:ZO P!1 ~~~~~, .j.~p;;:; ~~~~t~~-~~~~ ~0\<1 5ettil\gs\< !P."li~\My ~o<:v>r,el'.t~\RL\Td<JOl: l~odel.s\~1?07-029 _dsl_d~l, d~_<:!at,\1 \<Is 18 ELF.:He~rs END 'rY?f:-2 :>/\Til lN?\J'l' a~::l;lN "l'YPE-2 ::JI\T/\ lNPUr ~8 £L~kEN'I.'S END "l'Y?f.-Z Dh!l\ !NP\JT ~~GIN "l'YPE-2 D,\TI\ lN?U7 21 £L£f.\~NTS I>ND !HE"2 D,\1'1\ INPUT 8~GIN THE-2 D/\T/1 lNPOl' 18 £L£M~NTS EN~ TYPE-2 D/\1'1\ lN?P'I.' '' •• llEGIN 'l'YPE-2 ~1\TI\ INPUT 07 f.:LEi'.EN!S END -rYPE-2 DT,'J'JI H!?V'l' 8~G!N r¥?~-2 ~hl'il INPUT 2.'! RLEI{etl'I.'S f.:N~ TY?E-Z CJI\TI\ IN?UT "" SEGIN l'Y?E-2 DI\T/1 INPUT qg Rl..l'_.KENl'S END TYPI:-2 !Jl'l"l'l\ IN?UT 1-ltitinq str.,~s ar!<! :<tl:~in o<:1',J'C:t files Hilrd di~¥. fll<· •Jb" intorm;ltior: for J>OH!><OceiJBOr: cis. ~on 51. ~20 Hlobyt"s ds,,so 23.2H hl<>bytes ds,no 23.26~ l:ilobyt.<'s 52 E11d of s~>c<:o?c~stul i<xe<:ution MKNSO einpsed time 53 A endix STRESS Load case: 'l of 1 MaxiJTIU!Tl Value: 12047.3 lbff{in112) Mlnlml,Jm Value: 14.33831bt/(ln"2) DISPLACEMENT Worst Stress Absolute Value lbf/(inn2) 12047.31 10844.02 9640.718 8437.42 7234.123 6030.826 4827.528 3624.231 2420.933 1217.636 14.33831 54 Load Case: 1 of 1 Maximljm ValtJe; 1 .52667 In In LOADING Displacement Magnitude Absolute Value io 1.526674 1.374006 1.221339 1.068671 0.9160041 0.7633368 0.6106694 0.4580021 0.3053347 0.1526674 0 55 Loact ·case: .1 .of 1 M.axlrrium v~·!Ue;' :t.52~si ln: Din 56 Design Analysis PAT & CHEVRON USA CONDENSATE AND WATER PUMP SKID Created By Robert Leslie Technical Resources Project created on 9/5/2007. Last updated on 10/3/2007. Project reviewed on 10/3/2007. 57 Summa Description SKID WITH EARTHQUAKE LOADING Mode/Information Analysis Type • Static Stress With Unear Material Models Units, English (In)-(lbf, in, s, deg F, deg F, V, ohm, A, ln*lbf) Modello~atioo -C:\Dowments and Settlngs\rleslle\My Doc ... ments\RL\Aigor Models\WP07-029_ds1_ds1.fem Design scenario description -Design Scenario II i 58 Analysis Parameters Information Load Case Multipliers Static Stress with linear Material Models may have multiple load cases. This allows a model to be analyzed with multiple Joads while solving the equations a single time. The following Is a list of load case multipliers that wero analyzed with this model. lol!ld Case PressurefSuM'ao::e Forces Acceleratlon{Gravlty Displaced Boundary Thermal Voltage 1.053 Gravity Information The following Usts the values used If acceleration or gravity was Included In the analysis. The Acceleration/Gravity direction multiplier Is multiplied by the Acceleration Due To Body Foree which Is then multiplied by the Acceleration/Gravity load case multiplier. Acceleration Due To Body Force= 386,41nts~ Acceleration/Gravity X Multiplier Acccleratlon/Gtavity Y Multiplier Ac.::elerat!onjGravlty Z Multiplier ., Multiphysics Information Default Nodal Temperature 0 ., Source of Nodal TemperaWre None Time step from Heat Transfer Analysis Last Processor Information Type of Solver Automatic Disable Calculation and Output of Strains " Calculate Reaction for<:es "' Invoke Banded Solver "' Avoid Bandwidth Mlnimi~ation " Stop After Stiffness Calculations No Displacement Data in Output Flle No Str('SS Data in Output File No Equation Numbers Data In Output File No Element Input DMa in Output File No Nodal Input Dnta in Output Flle No Centrifugal load Data in Output Ale No 59 Part Information Part ID Part Name Element Type Material Name l Part 1 ' Part z .3. Part 3 Bellm Alumiovm_!lQ_!i.3_oi6 4 Part 4 Beam Alumlnum..P.0:6.3:T6 s Parts-S.teel .(AS.Ir':L~ .. ,'lS.ZZ.) • Part 6 l Part 7 Seam Element Properties used for: • Part 1 Element Type Beam Stress Free R.eferenw Temperawre '., Layer 1 -ArEa 2.25 Layer 1-SA2 ,., Layer 1-SA3 1 Layerl-ll 2.57335 layer 1-12. 1.29688 layer 1 -!3 2.54688 Layer 1 -52 1.29688 L<lyer 1 • 53 1.69792 Element Properties used for: • Part 2 • Part 4 Element Type Beam Stress Free Reference Temperature '., Layer 1 -Area 1.73438 Layer 1-SAl 1.125 Layer 1-SA3 0.75 Layer 1 ·ll 2.10698 Layer 1 -12 1.06134 Layer 1 -13 2.0506 Layer 1 -52 1.06134 Layer 1 ·53 1.36707 Element Properties used for: • Part 3 Element Type Beam Stress free Reference Temperawre '., Layer 1 ·Area 1.35938 layer 1 • $A2 0.75 Layer 1 • 5A3 0.75 layer 1 -)1 1.11644 Layer 1 -!2 0.752258 layer 1-13 0.752258 Layer 1 -52 0.752258 Layer 1-53 0.7522.58 Element Properties used for: • Parts Element Type O~m Stress Free Reference Temperawre 0 ., Layer 1 -Area 11.8 layer 1 -SA2 ' Layer 1-SA3 ' Loyer 1 -l1 0,794 Layer 1 -12 28.9 Lllyer l • 13 510 Layer 1-52 8.25 Lllyer 1 ·53 64.7 Element Properties used for: 60 • Part 6 Element Type Beam Stress Free Reference Temperature ',, Layer 1 -Area ,, Layer 1 -SAl 2 Layer 1-SAJ o.s Layer 1 -n 3.97166 Li:lyer 1-12. 1.712. Layer 1 -13 6.54375 Layer 1-52 1.712 Layer 1-53 2.6175 Element Properties used for: • Part 7 Element Type Beam Stress Free Reference Temperature ',, Layer 1 -Area 1.875 Layer 1 -SA2 1.26563 Layer 1 -SA3 0.625 Layer 1 ·Jl 0.0648193 layer 1 ., 0.263184 Layer 1 -!3 2.75098 Layer 1 -52 0.263184 Layer 1-53 1.63021 Materia/Information Aluminum 6063·T6 -Beam Material Model Standard Material Source Algor Material Library Material Sour~e File C:\Program Flles\ALGOR\20.02\matllbs\algormat.mlb Date Last Updated 2004/10/28-16:02: 00 Material Description None Mass Density 0.00025265 lbf"s"2/in/in" Modulus of Elastklty 9993200 lbf/in~ Poisson's Ratio 0.33 Thermal Coefficient of Expansion 0.000013 1/°F Steel (ASTM -A572) -Beam Material Model Standard Material Source Algor Material Library Material Source file C: \Program Flles\ALGOR\20.02\mat!ibs\algormat.mlb DaW Last Updated 2004/09/30-16: 00:00 Material Description High-strength low-alloy Mass Density 7.35e-41bf"s"2/in{in> Modulus of Elasticity 29e61bf/in> Poisson's Ratio 0.29 Thermal Coefficient of E;xpanslon 6.se-61rF Aluminum 6061-TG; 6061-T651 -Beam Material Model Standard Materi~l Source Algor Material Library Material Source File C:\Program Flles\ALGOR\20.04\matllbs\ai90m1at.mlb Date Last Updated 2004/10/28-16:02 :00 Material Description None Mass Density 0.00025265 lbf*s"2/ln/in3 Modulus of Elasticity 9993200 lbf/ln' Poisson's Ratio 0.33 Thermal Coafficient of Expansion 0.000013111 1/"F 61 Load and Constraint Information Loads FEA Object Group 25: Nodal Forces Nodal Force ID Description Vertex Node Vx Vy Vz Magnitude Multiplier ID Number Table ID 122 Unnamed 494 152 1.000000 0.000000 0.000000 32.300000 1 105 Unnamed 696 177 1.000000 0.000000 0.000000 32.300000 1 136 Unnamed 569 167 1.000000 0.000000 0.000000 32.300000 1 137 unnamed 479 149 1.000000 0.000000 0.000000 32.300000 1 138 Unnamed 484 150 1.000000 0.000000 0.000000 32.300000 1 123 Unnamed 499 153 1.000000 0.000000 0.000000 32.300000 1 124 Unnamed 524 158 1.000000 0.000000 0.000000 32.300000 1 99 Unnamed 781 194 1.000000 0.000000 0.000000 32.300000 1 108 Unnamed 721 182 1.000000 0.000000 0.000000 32.300000 1 109 Unnamed 726 183 1.000000 0.000000 0.000000 32.300000 1 110 Unnamed 731 184 1.000000 0.000000 0.000000 32.300000 1 111 Unnamed 736 185 1.000000 0.000000 0.000000 32.300000 1 131 Unnamed 489 151 1.000000 0.000000 0.000000 32.300000 1 132 Unnamed 574 168 1.000000 0.000000 0.000000 32.300000 1 133 Unnamed 589 171 1.000000 0.000000 0.000000 32.300000 1 112 Unnamed 741 186 1.000000 0.000000 0.000000 32.300000 1 113 Unnamed 746 187 1.000000 0.000000 0.000000 32.300000 1 114 Unnamed 751 188 1.000000 0.000000 0.000000 32.300000 1 115 Unnamed 756 189 1.000000 0.000000 0.000000 32.300000 1 139 Unnamed 514 156 1.000000 0.000000 0.000000 32.300000 1 140 Unnamed 519 157 1.000000 0.000000 0.000000 32.300000 1 125 Unnamed 579 169 1.000000 0.000000 0.000000 32.300000 1 100 unnamed 786 195 1.000000 0.000000 0.000000 32.300000 1 144 Unnamed 544 162 1.000000 o.oooooo 0.000000 32.300000 1 141 Unnamed 549 163 1.000000 0.000000 0.000000 32.300000 1 142 Unnamed 554 164 1.000000 0.000000 0.000000 32.300000 1 143 Unnamed 539 161 1.000000 0.000000 0.000000 32.300000 1 134 Unnamed 559 165 1.000000 0.000000 0.000000 32.300000 1 135 Unnamed 564 166 1.000000 0.000000 0.000000 32.300000 1 129 Unnamed 534 160 1.000000 0.000000 0.000000 32.300000 1 130 unnamed 594 172 1.000000 0.000000 0.000000 32.300000 1 116 Unnamed 761 190 1.000000 0.000000 0.000000 32.300000 1 127 Unnamed 509 155 1.000000 0.000000 0.000000 32.300000 1 128 Unnamed 529 159 1.000000 0.000000 0.000000 32.300000 1 117 Unnamed 706 179 1.000000 0.000000 0.000000 32.300000 1 126 unnamed 584 170 1.000000 0.000000 0.000000 32.300000 1 118 unnamed 711 180 1.000000 0.000000 0.000000 32.300000 1 107 Unnamed 716 181 1.000000 0.000000 0.000000 32.300000 1 97 Unnamed 766 191 1.000000 0.000000 0.000000 32.300000 1 98 Unnamed 771 192 1.000000 0.000000 0.000000 32.300000 1 102 Unnamed 681 174 1.000000 0.000000 0.000000 32.300000 1 101 Unnamed 676 173 1.000000 0.000000 0.000000 32.300000 1 106 Unnamed 701 178 1.000000 0.000000 0.000000 32.300000 1 119 Unnamed 776 193 1.000000 0.000000 0.000000 32.300000 1 103 Unnamed 686 175 1.000000 0.000000 0.000000 32.300000 1 120 Unnamed 791 196 1.000000 0.000000 0.000000 32.300000 1 104 unnamed 691 176 1.000000 0.000000 0.000000 32.300000 1 121 Unnamed 504 154 1.000000 0.000000 0.000000 32.300000 1 FEA Object Group 26: Nodal Forces Nodal Force 62 ID Description Vertex Node Vx Vy Vz Magnitude Multiplier ID Number Table ID 145 Unnamed 766 191 0.000000 1.000000 0.000000 32.300000 1 147 Unnamed 781 194 0.000000 1.000000 0.000000 32.300000 1 148 unnamed 786 195 0.000000 1.000000 0.000000 32.300000 1 152 Unnamed 691 176 o.oooooo 1.000000 0.000000 32.300000 1 153 Unnamed 696 177 0.000000 1.000000 0.000000 32.300000 1 154 Unnamed 701 178 0.000000 1.000000 0.000000 32.300000 1 155 Unnamed 716 181 0.000000 1.000000 0.000000 32.300000 1 156 Unnamed 721 182 0.000000 1.000000 0.000000 32.300000 1 157 Unnamed 726 183 0.000000 1.000000 0.000000 32.300000 1 158 Unnamed 731 184 0.000000 1.000000 0.000000 32.300000 1 159 Unnamed 736 185 0.000000 1.000000 0.000000 32.300000 1 160 unnamed 741 186 0.000000 1.000000 0.000000 32.300000 1 161 unnamed 746 187 0.000000 1.000000 0.000000 32.300000 1 162 unnamed 751 188 0.000000 1.000000 0.000000 32.300000 1 163 unnamed 756 189 0.000000 1.000000 0.000000 32.300000 1 149 Unnamed 676 173 0.000000 1.000000 0.000000 32.300000 1 150 Unnamed 681 174 o.oooooo 1.000000 0.000000 32.300000 1 151 Unnamed 686 175 o.oooooo 1.000000 0.000000 32.300000 1 172 Unnamed 524 158 0.000000 1.000000 0.000000 32.300000 1 173 unnamed 579 169 0.000000 1.000000 0.000000 32.300000 1 174 Unnamed 584 170 0.000000 1.000000 0.000000 32.300000 1 175 Unnamed 509 155 0.000000 1.000000 0.000000 32.300000 1 176 unnamed 529 159 0.000000 1.000000 0.000000 32.300000 1 177 Unnamed 534 160 0.000000 1.000000 0.000000 32.300000 1 178 Unnamed 594 172 0.000000 1.000000 0.000000 32.300000 1 179 Unnamed 489 151 0.000000 1.000000 0.000000 32.300000 1 180 Unnamed 574 168 0.000000 1.000000 0.000000 32.300000 1 181 Unnamed 589 171 0.000000 1.000000 0.000000 32.300000 1 182 Unnamed 559 165 0.000000 1.000000 0.000000 32.300000 1 189 Unnamed 549 163 0.000000 1.000000 0.000000 32.300000 1 190 Unnamed 554 164 0.000000 1.000000 0.000000 32.300000 1 191 Unnamed 539 161 0.000000 1.000000 0.000000 32.300000 1 192 unnamed 544 162 0.000000 1.000000 0.000000 32.300000 1 164 Unnamed 761 190 0.000000 1.000000 0.000000 32.300000 1 165 Unnamed 706 179 0.000000 1.000000 0.000000 32.300000 1 166 Unnamed 711 180 o.oooooo 1.000000 0.000000 32.300000 1 167 Unnamed 776 193 0.000000 1.000000 0.000000 32.300000 1 168 Unnamed 791 196 0.000000 1.000000 0.000000 32.300000 1 169 Unnamed 504 154 0.000000 1.000000 0.000000 32.300000 1 170 Unnamed 494 152 0.000000 1.000000 0.000000 32.300000 1 171 Unnamed 499 153 0.000000 1.000000 0.000000 32.300000 1 183 unnamed 564 166 0.000000 1.000000 0.000000 32.300000 1 184 unnamed 569 167 0.000000 1.000000 0.000000 32.300000 1 185 unnamed 479 149 0.000000 1.000000 0.000000 32.300000 1 186 Unnamed 484 150 0.000000 1.000000 0.000000 32.300000 1 187 Unnamed 514 156 0.000000 1.000000 0.000000 32.300000 1 188 Unnamed 519 157 0.000000 1.000000 0.000000 32.300000 1 146 Unnamed 771 192 0.000000 1.000000 0.000000 32.300000 1 Constraints FEA Object Group 30: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 117 Unnamed 785 N/A No No Ye> No No No 118 unnamed 81 81 No No Ye> No No No 122 unnamed 65 65 No No Ye> No No No 63 126 Unnamed 49 49 No No Yes No No No 138 Unnamed 685 N/A No No Yes No No No 139 Unnamed 695 N/A No No Yos No No No 141 Unnamed 725 N/A No No Yos No No No 150 Unnamed 578 N/A No No Yes No No No 136 Unnamed 9 9 No No Yes No No No 135 unnamed 13 13 No No Yos No No No 134 Unnamed 17 17 No No Yos No No No 132 Unnamed 25 25 No No Yos No No No 131 Unnamed 29 29 No No Yes No No No 119 Unnamed 77 77 No No Yes No No No 137 Unnamed 5 5 No No Yes No No No 148 Unnamed 85 85 No No Yos No No No 128 Unnamed 41 41 No No Yos No No No 130 Unnamed 33 33 No No Yes No No No 145 Unnamed 715 N/A No No Yes No No No 144 Unnamed 755 N/A No No Yos No No No ~Unnamed 745 N/A No No Yos No No No 140 Unnamed 705 N/A No No Yos No No No 155 Unnamed 568 N/A No No Yes No No No 154 Unnamed 558 N/A No No Yes No No No 153 Unnamed 488 N/A No No Yos No No No 152 Unnamed 528 N/A No No Yes No No No 151 Unnamed 508 N/A No No Yos No No No 149 Unnamed 498 N/A No No Yes No No No 146 Unnamed 775 N/A No No Yes No No No 147 Unnamed 89 89 No No Yos No No No 159 Unnamed 538 N/A No No Yos No No No 158 unnamed 548 N/A No No Yes No No No 157 unnamed 478 N/A No No Yes No No No 156 Unnamed 518 N/A No No Yes No No No 120 Unnamed 73 73 No No Yos No No No 123 Unnamed 61 61 No No Yes No No No 133 Unnamed 21 21 No No Yes No No No 129 Unnamed 37 37 No No Yes No No No 125 Unnamed 53 53 No No Yos No No No 121 Unnamed 69 69 No No Yos No No No 116 Unnamed 765 N/A No No Yes No No No 124 Unnamed 57 57 No No Yes No No No 127 unnamed 45 45 No No Yes No No No 142 unnamed 735 N/A No No Yos No No No FEA Object Group 32: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 189 Unnamed 740 N/A No No Yes No No No 190 Unnamed 750 N/A No No Yes No No No 191 Unnamed 760 N/A No No Yes No No No 192 Unnamed 710 N/A No No Yes No No No 193 Unnamed 790 N/A No No Yes No No No 194 unnamed 503 N/A No No Yes No No No 195 Unnamed 493 N/A No No Yes No No No 196 Unnamed 91 91 No No Yes No No No 197 Unnamed 87 87 No No Yes No No No 198 Unnamed 523 N/A No No Yes No No No 199 Unnamed 583 N/A No No Yos No No No 200 Unnamed 513 N/A No No Yes No No No 201 Unnamed 533 N/A No No Yes No No No 64 202 Unnamed 573 N/A No No Ye' No No No 203 Unnamed 563 N/A No No Ye' No No No 204 Unnamed 483 N/A No No y., No No No 205 Unnamed 553 N/A No No y., No No No 206 Unnamed 543 N/A No No Ye' No No No 163 Unnamed 83 83 No No "' No No No 161 Unnamed 770 N/A No No Ye' No No No 162 unnamed 780 N/A No No Ye' No No No 164 Unnamed 79 79 No No Ye' No No No 165 Unnamed 75 75 No No Ye' No No No 166 Unnamed 71 71 No No Ye' No No No 167 unnamed 67 67 No No Ye' No No No 168 Unnamed 63 63 No No Ye' No No No 169 Unnamed 59 59 No No Ye' No No No 170 Unnamed 55 55 No No Ye' No No No 171 Unnamed 51 51 No No Ye' No No No 172 Unnamed 47 47 No No y, No No No 173 Unnamed 43 43 No No "' No No No 174 Unnamed 39 39 No No Yes No No No 175 Unnamed 35 35 No No Yes No No No 176 Unnamed 31 31 No No "' No No No 177 Unnamed 27 27 No No Ye' No No No 178 Unnamed 23 23 No No Ye' No No No 179 Unnamed 19 19 No No "' No No No 180 Unnamed 15 15 No No Ye' No No No 181 Unnamed 11 11 No No Ye' No No No 182 Unnamed 7 7 No No Ye' No No No 185 Unnamed 690 N/A No No Ye' No No No 186 Unnamed 700 N/A No No Ye' No No No 187 Unnamed 720 N/A No No Ye' No No No 188 Unnamed 730 N/A No No Ye' No No No FEA Object Group 33: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 208 Unnamed 146 146 No No Ye' No No No 210 Unnamed 145 145 No No Ye' No No No 207 Unnamed 148 148 No No Ye' No No No 209 Unnamed 147 147 No No Ye' No No No FEA Object Group 34: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 211 Unnamed 1 1 Ye' Ye' Ye' No No No 212 Unnamed 675 N/A Ye' Ye' "' No No No FEA Object Group 35: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 213 Unnamed 93 93 No "' Ye' No No No 214 unnamed 588 N/A No Ye' Ye' No No No FEA Object Group 36: Nodal Boundary Conditions Nodal Boundary Condition 65 ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 215 Unnamed 95 95 No No y, No No No 216 Unnamed 593 N/A No No y, No No No FEA Object Group 37: Nodal Boundary Conditions Nodal Boundary Condition ID Description Vertex Node Tx Ty Tz Rx Ry Rz ID Number 217 Unnamed 3 3 Ye' No Ye' No No No 218 unnamed 680 N/A Ye' No Ye' No No No 66 Processor Output Processor Summary A~GOR (R) S~al.ic f>~t~~s ~ich J,inc~< H~lcrial Moctd~ VH2iO.~ 7.0 .()~ .Ol .0013-l~l N ;•,-A\iG-2007 Copydghc (C) 2001, ALCJOR, lnc. illl <iqhts rcocrvcct. 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OOOE•OO o. ooo~·oo 76 :J. 2-JOE-Ol 0 .000£~00 0 .000~-00 0. M0£•00 0. 000£+00 0.000£+00 H o. ooos-oo 3 .2.>oc:~o1 o. oooB-oo o .ooo~·oo o. ooo~~oo o .ooo:~~oo 11 3, ~:lOE-0: 0. 000£+00 0. OOOr:.~oo 0 .OOQE-00 0. OOOS<·OO 0 .000~+00 71 0. 000~·00 0 .230£•0; 0. OOObOO 0. 000~~00 0.0000:-00 0, OOOE-00 76 :1. 2~0~-o: o. oooc;•OO o. ooo.e:-oo o. ooo~~oo o.ooo~-oo o .ooos< oo 76 o. oooa-oo o. 2:JOE-Ol o. ooo~•OO o. ooo~~oo o. oooE-oo o. ooos~oo 79 :J.2J0S•Ol 0.000~-00 O.OOO!G+OO 0.000£+00 0.000~•00 O.OOOc:+OO 79 0 .000~•00 J.2JO~<·Ol 0. 000£•00 0. 000if.+00 0. OOQ£,·00 0, OOOS+OO so 3<230£•0l o.ooOK•OO o.ooo£-oo o.ooos:;.oo o.oooE.oo o.ooos~oo 30 0, OOOE•OO :1. 230£•0: 0. 000!0-00 0 .000~-00 0. 000£+00 0 .OOOE•DO 8) :1, Z30E~Ol 0, 000£+00 0. OOOE+OO 0. 000~·00 0. 000£•00 0 .0001~-00 ~l 0.000~-00 3.ZOOa•Oi. O.OOOE+OO 0.000;;;•00 o,OQOS-00 0.000£~00 62 :l. noc-0: 0. 000~·00 0. 000~•·00 0. OOOE<·OO 0. 000~-00 0. 000£<·00 S2 o.oooe-oo 3.230~··ol o.ooo£•·00 o.ooo~+oo o.oon~oo o.oOO£•Oo a3 :;. 230£•·01 o, onn~-oo o. ooo~·oo o, ooo~>-Oo o. ooo~+OO o.ooo~·oo 67 I g gg m ~!,* jj '~ .;-,;;; ~ gg ggg 00 0:0 coo g g gg g ggg gg ggg ~ g ~g ~ ~ili~ g~ g~g g g gg g ggg gg ggg 0: 0 oo 0 0:00 00 cOO ooooooooocoocooooooo oooo 0 9?999999?99?799999?9 9999 9 gg~~~~g2gggggggggggg 88~8 g gggggggggggggggggggg gggg g ' ......................... . ooooooooooooooooooooooooooo ~~ 1 ~~ % ~ ?¥ ~ ¥ *~ ~ ** ~ ~ ~~ * ~ 00 0 0:0 0 0 co 0 0 ~ ~*~ ~~ ~ ~ ~ ~g~ g~ ~ ~ e\0~ 0"' "" ¥1 i?¥ ? ¥¥?~ i?i ?¥ ~ 58 ~gg g gg~g ggg gg g g~ ~g~ g g~g~ ~gR g~ g 0"" "'0~ 0 0~0~ "0~ ;~ 0 ;;~~~!!;;;~;;~~§§~~~E!~~~;; ~ E ' ' ' < ~ ' ~ ~ "' g 0 j 0: J, 8 ~ 6 <1 ~ :: 99'i' *~~ ;:::';;;;'? ~ -~ i2 " g-~ ~ ~..; g :;; ~. t:l g "' '"''-'" ;?. ~;.g ; "0" "' t:;~ ~ E ~~£ ~ -g ~ !h ~ ;:; ;; ~ J: t: ' ... --" -~ -~ -~ gg -~~! ~i; ~-H f li ~ -~ H· •o § g .:;.;; :ii~£ 0 5 ~~1~ ~·] i:~~ ""' "' _, -o c ,._ -~~-~8 :.~ri " :;. c:; ~ .. ";,::: ~ ;~-" i:?555-~ ~0~ ii><<.>>-:i ""n:,: ~,;;:;~.,; ~~~i.i rg~~i ;~r~-Lr~n s. ~6';;¢fg~d-~ ;1J~li~~f ~ * g ... t:'i' 1t~ 0 ~ ~ • 0 ~ " '~ H !~ ~~ "'"' 8 ·;' 2f • ~7 !~~ ~ '"' • ~~ ~~ '"'""' -~ ~ ~ 0 .g og g ~ g .; ~ i ~ ~ ,;;; ~~ ·7 ·If ~ ·If g ~~ ;:' "' ,:,~ ~ 81' J~ 0 ~ i B? ~£;:: <>~;;; a ~ ~!~~i -2 ! g ] "' 'ci. ~ g g.~B~~ ~~ ~~~ ~ jz ~ g ~ ~ "-'"'"' " ~ riz ] ~!s:6 ~~8 g ~ ~-g g -~ z ' 0 ~ f g g .g """'"' """ ~g gf• j ~ ~ ~ ~:~~gg~~~ggg~~6~~~g 4 l~~ooooo~~~~moco~~ ~ 2 ~' """"'"'--'"''"'~---~.-.~"' t l ~:gg ggggg ggg .. R ~ ,., zz "'"' ;"; E "' "' Processor Log ALGOR (R) S1.a:.ic SH~S.~ wic;, ~;nM< Ma~~d.al Hodds vc<si-on 2o.os.o;,.o013-WlN l'>-At:G-2007 Copyriql>t (c) 2007, AUiO~, ;nc. All ngn.,.s <oscrveO:. SUuCCuHl 202 0 00 .. ,. Lin<:Qt stress M~lydo •• •• )lemory Oyn~:11i<:~lly Al:ocacoO: • ;?.16239 ~S (<cquc"ccd :'>?last. ~S) NQ)l)N S:'RI\;N SPARSE SU~CN!' SU?EL)l S\i?NOO REilC KtW~ .... 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COK'!'A!Kl~G 51 Bl.~!-!EH'l'S 69 • ••• PA~l'$ ~~-~AlNiNG .... EL~MW"l"/GLO~A!. CCN"!"Rl~U"!'!ONS ht~ m 7 l"H~ ?\.11 nRl" CON~'AlNWG t,S ~L~HWTS <:ls.~:<O <b.:.l.l ds.:.l2 ds.t.l~ d~.lH ds.clS de.cl 7 d$ L:il ,, \.52 ,, <.5'• ,, :.55 ,, c% " :.58 ,, :.59 0. 7SU .~ e. ;sa ki:Oobyl<>~ 0.000 ~ilobyL¢o 0.000 ~ilobyt.¢s o. 000 Ulobycos 23.;25 kilobyce" v.~.1ae Ulobyces t,. 398 ~; lObFM :~. 707 kiloby\.c" <9.t,H ~ilobyces 6.150 kilobytes 0.000 Hlobyu>~ H. no hl.obyto" 9. 516 :.:; l.oby\.~$ BEGlN O!:LH NG "!'!:)JO'ORAR~ l'll.~S l'roce>ssinq comp>~~d !<H modnl: !C: \OocumOnLs u~d $C\.'-inqo\tl<>sl k\Oly Oocum"nc.~\RL\A:qor M<><i~ls\W?Q1-029_dol~d"l .do_dat.~\~ Ids) ";'E~l?O;tt<Rr !':LES OELE"nO ~liD 0!" SUCC~SSJ:"UL ~XilCU"!'LON ALGOR (R) Slrcoo Cal.cu~~cion Ulil•~Y V~rdon 20.~3.0".00l3·1>1N lt.-AUG-7.007 Copyriqh·-(c) 2007, Al-GOR, :nc. All d<Jht.~ """crvcd. 0A":B: OCl"i)l>~H 3, 7.007 03:59 p)J ~;c;;,,·,,· ,.ci: ~~~~u~~~~~· and S~ct..ings\tk"lh:\lly bocumonc$\RI.\1\lgUl" DATA H~PUT 01\'!"1\ iNPU1" r~n-2 oA~A HP~-2 0/l'i"A ~LS)J~N:"S OA"l"A lNPU"l' ::;·;·:.:.::.: •• OA"J'/1 :!:NPUT 1>111"11 lN~V"l" DA";/1 lHPUT """ !:NO nP8•Z 01\"i"A L!\?U"i" .. ., \~riLing sucoz 3nd ocrain <>u1.p11c Hlc• .... ilard d>~< fi~~ ds.~on ds .nsc d~.sco oiM> in(orm~tion for posLproc~s•or: 5).520 kil.obyC<'S 23.266 ~Hcbycos 23.266 bloby<:cs "i"oc~l MKNSO chsk spac<> u:1ed .... End of ~u<:CM.<;("; "~"CU\.ion )1KI~SO <:lapsed ,;,nc 70 A endix STRESS Load case:' 1 of 1 Maximum Value: .5930.86 !bf/(inA2) Mlnlinum:valute:.· 2~.7247 l_bf/(ln"2) DISPLACEMENT W~!rlSI!o.,; Ab$-Qiut~ Valuo lbfltln"2) ; """" 5340.75 475Q,B36 4100.522 3570.408 2G00.2G4 23G0.110 1800.000 12D9.9S3 e19.8380 Zll.72475 71 Load Case: 1 of 1 MaXImum Value: 0.6223931n Minimum Value: 0 In LOADING D!>pl~eomon! M~gnl!"de A~~M~V•I~~ '" ; o.onwn 0.5001539 0.497>1148 0.4356752 0.37343~ 0.3111>100 0.2400573 0.100718 0.1Z44788 0.002239S"2 ' 72 Load c_8'se_:-_· :-1 '0(1 Ma'Xi'rri0_m_ valuB:-.;h.622'3-9?-1!1 ·MiriJmUfA.Vaiue: :o--~n 73 G AG! Packaged C• Syste-In_s ,_, .:.:ui-,-.,.>.-,-()' [: r;;: ;''' .. ' . /.''" P AI/ Chevron Piceance Basin Early Production System Project No.: SO-ALMM309 Condensate and Water Pump Skid AGI No.: WP07-029 Document Title: Skid Calculations Design Calculations AGI DATA CODE: G17 0 10/17/07 FOR APPROVAL CR cc cc AGI REV DATE COMMENTS ORIG CHK APPR COMPANY A I 8 I C I 1 STRUCTURAL CALCULATIONS z PAl/CHEVRON '"""3 CONDENSATE AND WATER PUMP SKID r-:t" AGI DRAWING AG3-2525.2 Rev 0 rs-~ ~ 1-J Dry weight (lbs) 23827 242 r-s rg-SKID LONG RUNNER AT LIFT D I 63.9 E I z 42.5 1 0 Design factor 2 'it Concentrated load 1 (lbs) 546 810*(169+104) 1/Zsuetanddisehheaders F I RevO 10/1/2007 T2 Concentrated load 2 (lbs) 859 81 0*(169+1 04+112+89/2) 112 suet and diseh headers+ pump+ 112 baseplate ~Concentrated load 3 (lbs) 283 810*(89/2+97) 112baseplate+motor '14 Concentrated load 4 (lbs) 2669 81 0*(593+0.5*824+0.5*(319+340)) diseh manifold+ 112 suet manifold+ 112 diseh lines '15 Concentrated load 5 (lbs) 1800 81 0*(0.5*823+0.5*319+259+0.5*140) 112 (diseh +suelion +baseplate)+pump ~Concentrated load 6 (lbs) 840 810*(0.5'140+350) 112baseplate+motor 17 Concentrated load 7 (lbs) 283 810*(0.5*89+97) 112baseplate+motor 18 Concentrated load 8 (lbs) . 869 81 0*(0.5*89+112+0.5*227 +0.5*329)· 112 suet and diseh headers+ pump+ 112 baseplate 19 Concentrated load 9 (lbs) 600 81 0*(0.5*270+0.5*330) 112·suet + 112 diseh headers 20 Concentrated load 10 (lbs) 283 810*(0.5*89+97) 112baseplate+motor ~ Concentrated load 11 (lbs) 913 810*(0.5*89+112+0.5*330+0.5*270) 112suetanddiseh headers +pump+ 112 baseplate 22 Concentrated load 12 (lbs) 689 810*(0.5*89+0.5*330+0.5*270) 112suetanddisehheaders 2:3 Distributed load 1 (lbs/ft) 241.6 810*9664/2/40 skid ~ Distributed load 2 (lbs/ft) 88.225 Mise 25 From analysis on page 2-3 , max stress=5843 psi AISC allowable=30,000 psi ~ Max deflection= 0.264" AISC allowable=126/360= 0.35 27 2s LIFTING LUG ANALYSIS E An analysis of the lifting lugs is on page 4 and shows the lugs to be acceptable. 30 ~WIND LOAD 32 Since the pump skid itself has minimal projected area in relation to its weight, we will neglect wind load effects. '33 '34 '35 36 '37 G I H 1 Longrunneratlift ~lillllill!IJI!!Illll .... mmm &.11 · ~ &7 Beam _l:E!,ngth: 40.0 ft Location: 0.0 ft ----------------in [ -0.04970369 L--------·------·--. . 0.2635089 Deflection 0.2635089. ,----------------------··········-=========J [ 0.1356762 ·------····-------------==~-~=:::::::.~---------1 deg -0.1354364 Slope -0.1354364 . lb-ft I ! [ 0.0 ':-::-·····--c-······-----------------_:__ _____ --:...J -31526.55 Moment o.o Shear illllLWllJlillillWIIn=-.<mnmnnmmrrmnmml"illiJ.llJ.lliWilliJ.llJ.lliWillillil:j [ 5:4 0 -5186.0 -546.0. [ 5842.758 llr'iii/ii2=-l lb/in' 5842.758 -=--------------------------------·-·-· Bending Stress Tensile: 0.0 Compressive: 0.0 r 447.7966 lb/in' I; ' ________ ·-----_ ___ __ _L ________ JJIJllJJJJIJJ'.U1JI.: JJIJllJJJJ~l. o.o Average Shear Stress 46.27119 2 ** Longrunneratlift ** BEAM LENGTH= 40.0 ft MATERIAL PROPERTIES A572 gr B/A992: Modulus of elasticity= 29800000.0 lb/in 2 Stress limit = 50000.0 lb/in 2 CROSS-SECTION PROPERTIES 16WF40: Moment of inertia = 518.0 in~4 Top height = 8.0 in Bottom height= 8.0 in Area = 11.8 in 2 EXTERNAL CONCENTRATED FORCES Load 1: 546.0 lb at 0.0 ft Load 2: 859.0 lb at 3.7 ft Load 3: 283.0 lb at 6.6 ft Load 4: 2669.0 lb at 10.6 ft Load 5: 1800.0 lb at 16.8 ft Load 6: 840.0 lb at 21.1 ft Load 7: .283.0 lb at 24.2 ft Load 8: ·869.0 lb'at 27.2 ft Load 9: 600.0 lb at 29.7 ft Load 10: 283.0 lb at 33.2 ft Load 11: 913.0 lb at 36.2 ft Load 12: 689.0 lb at 40.0 ft UNIFORMLY DISTRIBUTED FORCES Mise: 88.0 lb/ft at 0.0 over 40.0 ft Skid: 242.0 lb/ft at 0.0 over 40.0 ft SUPPORT REACTIONS *** Simple at 10.6 ft Reaction Force =~12788,31 lb Simple at 29.7 ft Reaction Force ~-11045.69 lb MAXIMUM DEFLECTION *** 0.2635089 in at 0.0 ft No Limit specified MAXIMUM BENDING MOMENT *** -31526.55 lb-ft at 29.7 ft MAXIMUM SHEAR FORCE *** 5284.0 lb at 29.7 £t MAXIMUM STRESS *** Tensile Compressive Shear (Avg) 5842 .. 758 lb/in 2 5842.758 lb/in 2 447.7966 lb/inz No Limit spec fied No Limit spec fied No Limit spec fied 3 A B c ••• LIFTING LUG CALCULATIONS ••• REV: 0 PAl/CHEVRON 02/18/04 CONDENSATE AND WATER PUMP SKID (LESS BUILDING STRUCTURE) AGI DRAWING AG3-2525.3 Rev 0 MATERIAL YIELD STRENGTH (PSI): WIDTH OF LUG CN-IN.): DIA OF HOLE (D -IN.): DIA OF SHACKLE (D2-IN.) THICKNESS OF LUG (T-IN.): biST FROM CL OF HOLE TO WELDMENT (H • IN.): DESIGN LIFT FACTOR (FS): NO. OF LUGS (NL): TOTAL ACTUAL LIFT WEIGHT ryvt-L8S): SLING ANGLE FROM VERT, ALONG PLANE OF LUG (A 1 • DEG): SLING ANGLE FROM VERT, TRANSVERSE TO LUG (A2 • DEG): WELD SIZE fYVS-IN.): WELD LENGTH (WL -IN.): TOTAL CHEEK PLATE THICKNESS (CT -IN.): Design vertical force per lug (DF -lbs): DESIGN LATERAL FORCE PER LUG (LF -lbs): Direct tension stress on min. section at hole (psi): Bearing stress due to shackle (psi): Longitudinal bending stress @ weldment (psi): Transverse bending stress @ weldment (psi): Weld shear stress (psi): Shear stress through upper section (psi): Bending on upper section (psi): Combined bending and direct tension at bottom (psi): ---AISC ALLOWABLES --- Tension-60% yield Shear-40% yield Bearing -90% yield Weld shear 36,000 8 2 1.88 1.5 5.64 4 4 24,000 25 0 0.375 19 0 24,000 B15*B13/B14 2400 B22*0. 1 2,667 B22/((B8-B9)*(B11+B20)) 9,390 B22/COS(B16/57.3)/(B1 O*(B11 +B20)) 4, 791 (+822*TAN(816/57.3)+823)*812/(811*88'2/6) 4,512 (+822*TAN(8 17/57.3)+823)"8 12/(88*8 11 '2/6) 4,764 B22/(B18*B19*0.707) 5,333 B22/((B8/2-B9/2Y(B11+B20)) 8,477 B45. 11 ,969 B27 +B25+B28 21,600 14,400 32,400 21,000 * BENDING ON CURVED BEAM USING WINKLER'S METHOD Neutral axis distance (-R) 2.164042561 ( B8-B9 )/2/( L N ( B8/2/ (B9/2))) 4 89/2+(88-89)/2 -822*843/2 Radius of curvature (f) Moment M Stress at outer edge Stress at inner edge -48000 -84 76.53265 844*(88-842)/((88-89)/2*B11*(843-B42)*88/2) 6762.931278 B44*(89/2-842)/((B8-89)/2*B11*(B43-B42)*B9/2) 4 A BASIC REFERENCE DIMENSIONS -._BEARING STRESS DUE TO SHACKLE ""' VERTICAL FORCE/PROJtCTED ARF..A OF SHACKLE PIN AGAINST LUG \. . ;j \·~- -TRANSVERSE BENDING STRESS AT WELDMENT""BENDING MOMENT /SECTIONAl MODULUS AT BASE OF" LUG BENDING ON UPPER SECTION ~ IS BENDING ON THIS Cl~OSS SECTION AS A BEAM, ~ ="'""' "'"' -'""' '"~' I B I c tf-3}--J DIRECT TENSION STRESS ""' VERTICAL FORCE/CROSS SECTIONAL AREA AT THIS POINT x_'' j C~LONGITUDINAL BENDING STRESS AT WELDMENT,BENDING MOMENT/SECTIONAL MODULUS AT BASE OF LUG ~ WELD SHEAR STRESS-• ~VERTICAL FORCE/WELD AREA 5 _,. . -.•. --- PAl G CONTRACTOR CONDENSATE/ WEIGHT I CENTER OF GRAVITY WATER PUMP CONTROL SHEET PO# AGI Industries Rev. No. .f_ Date:09/09/08 By: RJL .. SKID I EQUIPMENT NAME: I SKID I EQUIPMENT TAG NO. I MR.NO.: Condensate/V\Iater Pump Skid WP07-029 WEIGHT DATA CURRENT ESTIMATED PREVIOUS WEIGHT STATUS ESTIMATED (POUNDS) WEIGHT WEIGHT (1 ,2,3,4, or 5) (Without contingencies) DRY 31,5001bs 4 LIFT 31,5001bs 4 OPERATING 31,5001bs '4 TEST 31,5001bs 4 SIZE DATA (OUTSIDE OF BASE SKID BEAM DIMENSIONS) IN FEET, INCHES WEIGHT STATUS r A >I 1 = Preliminary 2 = Bid Estimate r 3 =Design Calculation for 1st drawing Issue COG 4 =Revised FlnaiiFC Drawing Take-off l:u 5 =Weighed Unit DIM DRY OPERATING D REFERENCE PT. PLAN "An= 480" 480" I "B"= 126" 126" ~COG "Cu= 133" 133" ~[ REFERENCE PT. "D"= 240" 240" ELEVATION INDICATE ORIENTATION ON SKETCH (e.g. "RADIATOR END") "E"= 70.1" 70.1" NOTE ANY PROJECTIONS OUTSIDE OF BASE SKID FOOTPRINT. ATTACH SKETCH IF NECESSARY. "F"= 46.5" 46.5" WEIGHT CHECK LIST ITEM APPLICABLE INCLUDED IN ESTIMATED WEIGHT WEIGHT DATA (IF NOT INCLUDED) 1.0 SKID EQUIPMENT YES YES 2.0 SKID STEELWORK YES YES 3.0 SKID PIPING YES YES 4.0 SKID INSTRUMENTS YES YES 5.0 SKID ELECTRICAL YES YES 6.0 THERMAL INSULATION NO NO 7.0 FIRE· PROOFING NO NO ... ---·- Heaviest Maintenance Lift Item MAINTENANCE Weight of Above DATA Size of Above . Generated by COMcheck-Web Software Envelope Compliance Certificate 20031ECC Report Date: 09/30/08 Section 1 : Project Information Project Type: New Construction Project Title : Chevron Piceance AGI ZZZ-0113 Pre-fab Construction Site: Garfield County Near DeBeque, Colorado Permit No. TBD Owner/Agent: Rolla Wattinger Chevron Texas rwattinger@paieng.com Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): B.uil!ftog_J'_ypJ~ Transportation De Beque, Colorado 13b 5927 668 .ElQ2LAL~J~ 451 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area or Perimeter Roof 1: Metal, without Thermal Blocks 451 ExteriorWall1: Metal Frame, 16in. o.c. 918 Door 1: Solid 42 Floor 1: NonwWood Joist/Truss 451 Designer/Contractor: Rodney Burrows, PE AGI Colorado 971-533-6665 rdburrows@aol.com Cavity Cont. Proposed R~Value R-Value U-Factor 0.0 15.9 0.060 0.0 15.9 0.055 0.300 1.0 0.0 0.258 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Budget U-Factor 0.058 0.088 0.139 0.053 0 1. All joints and penetrations are caulked, gasketed or covered with a moisture vaporwpenneable wrapping material installed in accordance with the manufacturer's installation instructions. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R-values & U-factors labeled as certified. 0 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. 0 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 0 6. Cargo doors and loading dock doors are weather sealed. 0 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation materiaL 0 8. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Project Title: Chevron Piceance AGI ZZZ-0113 Pre-fab Data filename: Report date: 09/30/08 Page 1 of 9 Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. 0 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COM check-Web and to comply with the mandatory requirements in the Requirements Checklist Name-Title Project Notes: Enclosure for condensate pump skid Project Title: Chevron Piceance AGI ZZZ-0113 Pre-fab Data filename: Signature Date Report date: 09/30/08 Page 2 of 9 Generated by COMcheck-Web Software Interior Lighting Compliance Certificate 20031ECC Report Date: 09/30/08 Section 1: Project Information Project Type: New Construction Project Title : Chevron Piceance AGI =-0113 Pre-fab Construction Site: Garfield County Owner/Agent: Rolla Wattinger Chevron Near DeBeque, Colorado Permit No. TBD Texas rwaltinger@paieng.com Section 2: General Information Building Use Description by: Building Tvpe Transportation Section 3: Requirements Checklist Interior Lighting: Floor Area 451 0 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts 451 Proposed Watts 280 0 2. Exit signs 5 Watts or less per side. Exterior Lighting: 0 3. Efficacy greater than 451umensM'. Exceptions: Complies YES Designer/Contractor: Rodney Burrows, PE AGI Colorado 971-533-6665 rdburrows@aol.com Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: 0 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 0 5. Master switch at entry to hotel/motel guest room. 0 6. Individual dwelling units separately metered. 0 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq:ft. 0 8. Automatic lighting shutoff control in buildings larger than 5;000 sq.ft. Project Title: Chevron Piceance AGI ZZZ-0113 Pre~fab Data filename: Report date: 09/30/08 Page 3 of 9 Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 0 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 0 10.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 IECC, Chapter 8, requirements in COM check-Web and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Project Title: Chevron Piceance AGI ZZZ-0113 Pre-fab Data filename: Signature Date Report date: 09/30/08 Page 4 of 9 Generated by COMcheck-Web Software Interior Lighting Application Worksheet 20031ECC Report Date: Section 1: Allowed Lighting Power Calculation A B Floor Area Transportation 451 Section 2: Proposed Lighting Power Calculation A Fixture ID : Description I Lamp J Wattage Per Lamp I Ballast Linear Fluorescent 1: 1: 48 in. TS 25W (Super T8) I Magnetic HID 1: 1: Metal Halide 100W I Magnetic Section 3: Compliance Calculation c D Allowed Allowed Watts Watts /ft2 1 451 Total Allowed Watts -451 B c D E lamps/ #of Fixture (CXD) Fixture Fixtures Watt. 2 6 30 180 100 100 Total Proposed Watts= 280 If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 451 Total Proposed Watts = 280 Project Compliance= 171 Project Title: Chevron Piceance AGI ZZZ~0113 Pre"fab Report date: 09/30/08 Data filename: Page 5 of 9 Generated by COMcheck-Web Software Mechanical Compliance Certificate 20031ECC Report Date: 09/30/08 Section 1: Project Information Project Type: New Construction Projec!TiHe: Chevron Piceance AGI =-0113 Pre-fab Construction Site: Garfield County Near DeBeque, Colorado Permit No. TBD Owner/Agent: Rolla Wattinger Chevron Texas rwattinger@paieng.com Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): De Beque, Colorado 13b 5927 668 Section 3: Mechanical Systems List Quantity: System Type & D~JiCriptiQn 1 catalytic heater: Heating: Radiant Heater, Gas I Single Zone Section 4: Requirements Checklist Requirements Specific To: catalytic heater: None Designer/Contractor: Rodney Burrows, PE AGI Colorado 971-533-6665 rdburrows@aol.com Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations per 2001 ASHRAE Fundamentals 0 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load 0 3. Minimum one temperature control device per system 0 4. Minimum one humidity control device per installed humidification/dehumidification system 0 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F {cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations 0 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum 0 7. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ft in length Project Title: Chevron Piceance AGJ ZZZ-0113 Pre-fab Data filename: Report date: 09/30/08 Page 6 of 9 0 8. Operation and maintenance manual provided to building owner 0 9. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compllance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COM check-Web and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Project Title: Chevron Piceance AGI ZZZ-0113 Pre-fab Data filename: Signature Date Report date: 09/30/08 Page 7 of 9 20031ECC Report Date: Generated by COMcheck-Web Software Mechanical Requirements Description The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: catalytic heater: None Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. All pipes serving space~conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter, 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter, 11/2 in. insulation for pipes >11/2-in. nominal diameter. Steam piping: 11/2 in. insulation for pipes <=1 1/2-in. nominal diameter, 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 9. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use Exception: Gravity (non-motorized) dampers are acceptable in buildings Jess than three stories in height above grade Exception: Ventilation systems serving unconditioned spaces. Project Title: Chevron Piceance AGI ZZZ-Q113 Pre-fab Data filename: Report date: 09/30/08 Page 8 of 9 Project Title: Chevron Piceance AGI ZZZ~0113 Pre-fab Data filename: Report date: 09/30/08 Page 9 of 9